Rate Analysis.xlsx

Government of Nepal Ministry of Physical Infrastructure & Transport Department of Roads Federal Road Supervision & Monitoring Office, Kathmandu ROAD DIVISION HETAUDA Contract Identification No BH :No : Nature of the work : Name of Road : Signature of Authorised Person Name of Authorised Person Contractor's Name Address and Telephone No: Seal Date

Description of Work:

Spec. cl. No: 104 Norms No. Type

Description of Work:

Spec. cl. No: 109 Norms No. Type

Description of Work:

Spec. cl. No: 110 Norms No. Type 1.3

Labour (A)

Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Labour (A)

0.5

Amount Type 0

0.1 0 Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 111 Norms No. Type

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

1 nos Equipment (C)

Unit Quantity Rate

Project signboards with size of 1.8 x 1.2 m having details of 0 nos contract in the format and wording as directed by the Engineer

1

Amount Type

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

0 0

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Material (B)

Amount Type As per site condition

Equipment (C)

Unit Quantity Rate Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type 0 0

Unit Quantity Rate

Labour (A)

Formworks (D)

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type 0 0

Unit Quantity Rate

Labour (A)

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate Sub total of D = Norms Rate = Unit Rate =

0 0

Labour (A)

0 0 0

Amount 0 0 0

1 set

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Reinstatement of quarry sites at the completion of works as instructed by the engineers.

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Amount

Formworks (D)

Amount

Supply of Project Record as per specifications and instruction of the Engineer.

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

0

1 job

Material (B)

Amount Type As per site condition

0 0

1 job

Relocation of services / minor infrastructures, as per specifications and instruction of the Engineer.

Unit Quantity Rate

Amount

0

Labour (A)

Unit Quantity Rate

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 116 Norms No. Type

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Providing and establishing camp with mobilization and demobilization for contractor's Labour and staff and demolishing after completion of works as per the specifications and instruction of the Engineer.

Sub total of A = Sub total of A +B + C =

Description of Work:

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0 1 Kmmonth

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Material (B)

Unit Quantity Rate

day

Spec. cl. No: 111 Norms No. Type 1.5

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Providing and installation of project signboards with size of 1.8 x 1.2 m as per specification and instruction of engineer.

Skilled

Description of Work:

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Carry out maintenance of the existing road to keep the road serviceable through out the contract period as per specification and instruction of the Engineer

day

Spec. cl. No: 111 Norms No. Type 1.4

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Unskilled

Description of Work:

1 kmmonth/LS

Operation and maintenance of Temporary diversion of road/ bridge to keep the road serviceable through out the contract period as per specification and instruction of engineer

1

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0

Unit Rate = Description of Work:

Spec. cl. No: 201 Norms No. Type 2.1.I.i.A Unskilled

Description of Work:

Spec. cl. No: 201 Norms No. Type 2.1.I.i.B Unskilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.ii.D Unskilled Skilled

Description of Work:

Spec. cl. No: 201 Norms No. Type 2.1.I.i.C Unskilled

Description of Work:

Spec. cl. No: 201 Norms No. Type 2.1.I.ii.A Unskilled

Description of Work:

Spec. cl. No: 201 Norms No. Type 2.1.I.ii.B Unskilled

Description of Work:

Spec. cl. No: 201

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Manual Means:-, In area of light jungle (less than 15 number per 100 sqm) Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 200 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Sub total of B = Sub total of A + B + C + D=

Amount Type

Amount

Type

Unit Quantity Rate Sub total of D = Norms Rate = Unit Rate =

0 0

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Manual Means:-, In area of thorny jungle ( more than 15 numbers per 100 sqm) Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 300 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Sub total of B = Sub total of A + B + C + D=

Amount Type

Amount

Type

Unit Quantity Rate Sub total of D = Norms Rate = Unit Rate =

0 0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Dismantling Brick / Tile work, Dry brick pitching or brick soling Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 12 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tractor-trolley 0 0

Unit Quantity Rate hour 6

Labour (A)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate Sub total of B = Sub total of A + B + C + D=

Amount Type

Amount

Type

Unit Quantity Rate Sub total of D = Norms Rate = Unit Rate =

0 0

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, In area of light jungle (less than 15 number per 100 sqm ) Labour (A)

Material (B)

Unit Quantity Rate day

6

Amount Type 0

0

Sub total of A = Sub total of A +B + C =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type

Sub total of B = Sub total of A + B + C + D=

0 0

hour

12

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, In area of thorny jungle ( more than 15 numbers per 100 sqm) Labour (A)

Unit Quantity Rate Amount Type day 9 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Material (B)

Equipment (C)

Unit Quantity Rate Sub total of B = Sub total of A + B + C + D=

Amount Type Dozer/ Excavator 0 0

10000 sqm Amount 0 0 0

20 cum

Amount

0 0 0

100 cum

Amount 0 0 0 10000 sqm

Formworks (D)

Unit Quantity Rate

Dozer/ Excavator

0

Formworks (D)

Unit Quantity Rate Sub total of C = Contractor's overhead expenses 15% =

0 0

0 0

Formworks (D)

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Manual Means:-, Felling and uprooting of bamboo clearing the area, stacking of bamboo and disposing of wastes Unit Quantity Rate Amount Type day 200 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Amount

Formworks (D)

Unit Quantity Rate Sub total of C = Contractor's overhead expenses 15% =

0 0

10000 sqm

Formworks (D)

Unit Quantity Rate Sub total of C = Contractor's overhead expenses 15% =

0 0

0

Unit Quantity Rate Amount Type hour 12 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Amount

0 0 0 10000 sqm

Formworks (D)

Unit Quantity Rate Sub total of D = Norms Rate = Unit Rate =

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, Felling and uprooting of bamboo clearing the area, stacking of bamboo and disposing of wastes

Amount 0 0 0

100 cum

Norms No.

Labour (A)

Type

2.1.I.ii.C Unskilled

Description of Work:

Spec. cl. No: 201 Norms No. Type 2.1.II.i. Unskilled A

Description of Work:

Spec. cl. No: 201 Norms No. Type 2.1.II.i.B Unskilled

Description of Work:

Spec. cl. No: 201 Norms No. Type 2.1.II.i. Unskilled C

Description of Work:

Spec. cl. No: 201 Norms No. Type 2.1.II.ii. Unskilled A

Description of Work:

Spec. cl. No: 201 Norms No. Type 2.1.II.ii. Unskilled B

Description of Work:

Material (B)

Unit Quantity Rate day

20

Amount Type 0

0

Sub total of A = Sub total of A +B + C =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type Dozer/ Excavator

Sub total of B = Sub total of A + B + C + D=

0 0

Formworks (D)

Unit Quantity Rate hour

6

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Manual Means:-, In area of light jungle (less than 15 number per 100 sqm) Labour (A)

Material (B)

Unit Quantity Rate day

225

Amount Type 0

0

Sub total of A = Sub total of A +B + C =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type

Sub total of B = Sub total of A + B + C + D=

0 0

hour

12

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., In area of thorny jungle ( more than 15 numbers per 100 sqm) Labour (A)

Material (B)

Unit Quantity Rate day

325

Amount Type 0

0

Sub total of A = Sub total of A +B + C =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type

Sub total of B = Sub total of A + B + C + D=

0 0

hour

12

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., Felling and uprooting of bamboo clearing the area, stacking of bamboo and disposing of wastes Labour (A)

Material (B)

Unit Quantity Rate day

225

Amount Type 0

0

Sub total of A = Sub total of A +B + C =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type

Sub total of B = Sub total of A + B + C + D=

0 0

hour

12

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, In area of light jungle (less than 15 number per 100 sqm ) Labour (A)

Material (B)

Unit Quantity Rate day

8

Amount Type 0

0

Sub total of A = Sub total of A +B + C =

0 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type

hour

Dozer/ Excavator

hour

0 0

12

Amount

Type

0

0

12 0 Sub total of C = Contractor's overhead expenses 15% =

0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, In area of thorny jungle ( more than 15 numbers per 100 sqm) Labour (A)

Material (B)

Unit Quantity Rate day

12

Amount Type 0

0

Sub total of A = Sub total of A +B + C =

0 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type

0 0

hour

Dozer/ Excavator

hour

12

0 0 0 10000 sqm Amount

0 0 0

100 cum

Amount

0 0 0 10000 sqm Amount

0 0 0 10000 sqm

Formworks (D)

Unit Quantity Rate

Tractor-trolley

Amount

Formworks (D)

Unit Quantity Rate

Tractor-trolley

10000 sqm

Formworks (D)

Unit Quantity Rate

Tractor-trolley

0

Formworks (D)

Unit Quantity Rate

Tractor-trolley

0 0

Formworks (D)

Unit Quantity Rate

Tractor-trolley

Amount

Amount

Type

0

0

12 0 Sub total of C = Contractor's overhead expenses 15% =

0 0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, Felling and uprooting of bamboo clearing the area, 100 cum stacking of bamboo and disposing of wastes

Spec. cl. No: 201 Norms No. Type 2.1.II.ii. Unskilled C

Description of Work:

Spec. cl. No: 201 Norms No. Type 2.2.i Unskilled

Description of Work:

Spec. cl. No: 201 Norms No. Type 2.2.ii Unskilled

Description of Work:

Spec. cl. No: 201 Norms No. Type 2.2.iii Unskilled

Description of Work:

Spec. cl. No: 201 Norms No. Type 2.2.iv Unskilled

Description of Work:

Spec. cl. No: 201 Norms No. Type 2.2.v Unskilled

Description of Work:

Spec. cl. No: 201 Norms No. Type 2.3 Unskilled

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, Felling and uprooting of bamboo clearing the area, 100 cum stacking of bamboo and disposing of wastes Labour (A)

Material (B)

Unit Quantity Rate day

15

Amount Type 0

0

Sub total of A = Sub total of A +B + C =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type Tractor-trolley

Sub total of B = Sub total of A + B + C + D=

0 0

Formworks (D)

Unit Quantity Rate hour

12

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable Material with all lifts and up to a lead of 1000 meters and earth filling in the depression/pit., Girth from 300 mm to 600 mm Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 25 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate Amount Type hour 6 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Sub total of D = Norms Rate = Unit Rate =

Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable Material with all lifts and up to a lead of 1000 meters and earth filling in the depression/pit., Girth from 600 mm to 900 mm Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 25 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate Amount Type hour 6 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Sub total of D = Norms Rate = Unit Rate =

Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable Material with all lifts and up to a lead of 1000 meters and earth filling in the depression/pit., Girth from 900 mm to 1800 mm Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 35 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate Amount Type hour 6 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Sub total of D = Norms Rate = Unit Rate =

Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable Material with all lifts and up to a lead of 1000 meters and earth filling in the depression/pit., Girth from 1800 - 2500 mm Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 32 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate Amount Type hour 6 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Sub total of D = Norms Rate = Unit Rate =

Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable Material with all lifts and up to a lead of 1000 meters and earth filling in the depression/pit., Girth above 2500 mm Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 50 0 0 Sub total of A = 0 Sub total of A +B + C = 0 Clearing Grass and Removal of Rubbish and Dressing and levelling the construction surface Clearing grass/ top soil and removal up to a distance of 50 meters outside the periphery of the area , including cutting and filling of small Labour (A) undulation., By Manual Means Unit Quantity Rate Amount Type day 100 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Sub total of B = Sub total of A + B + C + D=

0 0 0 10 number Amount 0 0 0

1 number

Amount 0 0 0

2 number

Amount 0 0 0

1 number

Formworks (D)

Amount Type Tractor-trolley 0 0

Amount

Formworks (D)

Amount Type Tractor-trolley 0 0

30 number

Formworks (D)

Amount Type Tractor-trolley 0 0

0

Formworks (D)

Amount Type Tractor-trolley 0 0

0 0

Formworks (D)

Amount Type Tractor-trolley 0 0

Amount

Unit Quantity Rate Amount Type hour 12 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Sub total of D = Norms Rate = Unit Rate =

Amount 0 0 0 10000 sqm

Material (B)

Equipment (C)

Unit Quantity Rate Sub total of B = Sub total of A + B + C + D=

Amount Type 0 0

Unit Quantity Rate Sub total of C = Contractor's overhead expenses 15% =

Formworks (D)

Amount

Type 0 0

Unit Quantity Rate Sub total of D = Norms Rate =

Amount 0 0

Unit Rate = Description of Work:

Spec. cl. No: 202 Norms No. Type 2.10.A Unskilled

Labour (A)

Material (B)

Amount Type 0 0

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.i.I.A Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.i.I.B Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.i.I.C Unskilled Skilled Technician

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.i.II. Unskilled A Skilled

Spec. cl. No: 202 Norms No. Type

Equipment (C)

Formworks (D)

Unit Quantity Rate

Amount Type Unit Quantity Rate Amount Type Tractor-trolley hour 6 0 0 Quantity of concrete = 0.2 cum per post Sub total of B = Sub total of C = 0 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Lime /Cement Concrete, By Manual Means, Lime Concrete, cement concrete grade M-10 and below Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 24 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tractor-trolley 0 0

Labour (A)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Unit Quantity Rate Amount Type day 30 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tractor-trolley 0 0

Labour (A)

Unit Quantity Rate hour 6

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tractor-trolley

0 0

Labour (A)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Amount Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

day

6

0

0

day

1

0

0

Equipment (C)

Unit Quantity Rate

Amount Type

hour

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Amount

Type

6

0

0

6

0

0

6 0 Sub total of C = Contractor's overhead expenses 15% =

0

Drilling machine with hour bit and accessories Air Compressor hour

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Lime /Cement Concrete, By Mechanical Means, Prestressed / reinforced cement concrete grade M-20 & above Labour (A)

Unit Quantity Rate

Material (B)

Amount Type

Equipment (C)

Unit Quantity Rate

Amount Type

20 cum

Amount

0 0 0

20 cum

Amount

0 0 0

10 cum

Amount

0 0 0

10 cum

Formworks (D)

Unit Quantity Rate

Tractor-trolley

0

Formworks (D)

Unit Quantity Rate hour 6

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Lime /Cement Concrete, By Mechanical Means, Cement Concrete Grade M-15 & M-20 Unit Quantity Rate

0 0

Formworks (D)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Lime /Cement Concrete, By Manual Means, Pre-stressed / Reinforced cement concrete grade M-20 & above Unit Quantity Rate Amount Type day 30 0 0 day 3 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Amount

Formworks (D)

Unit Quantity Rate hour 6

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Lime /Cement Concrete, By Manual Means, Cement Concrete Grade M-15 & M-20

Sub total of A = Sub total of A +B + C =

Description of Work:

50 number

Dismantling of kilometer stone including cutting of earth, foundation and disposal of dismantled Material with all lifts and lead upto 1000 m and back filling of pit., Five KM stone

Unit Quantity Rate day 5

0

Unit Quantity Rate

Amount

0 0 0

10 cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

2.4.i.II.B Unskilled Skilled

day

10

day

2

0 0

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.ii.A Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.ii.B Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.ii.C Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.10.B Unskilled

Spec. cl. No: 202 Norms No. Type 2.4.iii.A Unskilled Skilled

Description of Work:

Tractor-trolley

hour

6

0

0

6

0

0

6 0 Sub total of C = Contractor's overhead expenses 15% =

0

Drilling machine with hour bit and accessories Air Compressor hour

0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Dismantling Brick / Tile work, In lime mortar Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 12 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tractor-trolley 0 0

Unit Quantity Rate hour 6

Labour (A)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Unit Quantity Rate Amount Type day 10 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tractor-trolley 0 0

Unit Quantity Rate hour 6

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Unit Quantity Rate Amount Type day 10 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tractor-trolley 0 0

Unit Quantity Rate hour 6

Labour (A)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Amount Type 0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tractor-trolley 0 0

Unit Quantity Rate hour 6

0 0 0

10 cum

Amount

0 0 0

20 cum

Amount

0 0 0

Formworks (D)

Amount Type Unit Quantity Rate Amount Type Tractor-trolley hour 3 0 0 Quantity of concrete = 0.1 cum per post Sub total of B = Sub total of C = 0 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Dismantling Stone Masonry, Rubble stone masonry in lime mortar Unit Quantity Rate Amount Type day 15 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Amount

50 number

Unit Quantity Rate

0 0

20 cum

Formworks (D)

Dismantling of kilometer stone including cutting of earth, foundation and disposal of dismantled Material with all lifts and lead upto 1000 m and back filling of pit., One KM Stone

Unit Quantity Rate day 4

0

Formworks (D)

Amount

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Dismantling Brick / Tile work, In mud mortar Labour (A)

0 0

Formworks (D)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Dismantling Brick / Tile work, In cement mortar

Sub total of A = Sub total of A +B + C =

Description of Work:

0

Amount

0 0 0

20 cum

Formworks (D)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Dismantling Stone Masonry, Rubble stone masonry in cement mortar.

Amount

0 0 0

10 cum

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.iii.B Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.iii.C Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.iii.D Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.iii.E Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.iii.F Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.iv Unskilled Skilled (Carpenter )

Description of Work:

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Dismantling Stone Masonry, Rubble stone masonry in cement mortar. Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 10 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tractor-trolley 0 0

Unit Quantity Rate hour 6

Formworks (D)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Dismantling Stone Masonry, Rubble Stone Masonry in mud mortar. Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 12 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tractor-trolley 0 0

Unit Quantity Rate hour 6

Labour (A)

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tractor-trolley 0 0

Unit Quantity Rate hour 6

Labour (A)

Type 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tractor-trolley 0 0

Unit Quantity Rate hour 6

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Unit Quantity Rate Amount Type day 15 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tractor-trolley 0 0

Unit Quantity Rate hour 6

Labour (A)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Amount Type 0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

day

0

0

Sub total of A = Sub total of A +B + C =

0 0

1

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tractor-trolley

0 0

Unit Quantity Rate hour 6

20 cum

Amount

0 0 0

20 cum

Amount

0 0 0

20 cum

Amount

0 0 0

20 cum

Formworks (D)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Wood Work wrought framed and fixed in frames of trusses upto a height of 5 m above plinth level Unit Quantity Rate day 10

0

Formworks (D)

Amount

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Dismantling Stone Masonry, Dismantling boulders laid in wire crates including opening of crates and stacking dismantled Material. Labour (A)

0 0

Formworks (D)

Amount 0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Dismantling Stone Masonry, Dismantling stone pitching/ dry stone spalls. Unit Quantity Rate Amount Type day 8 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Amount

Formworks (D)

Amount

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Dismantling Stone Masonry, Dry rubble masonry Unit Quantity Rate Amount Type day 10 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

10 cum

Amount

0 0 0

10 cum

Formworks (D)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet., Including dismembering

Amount

0 0 0

5 tonne

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of 5 tonne unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet., Including dismembering Spec. cl. No: 202 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount For gas cutting, 2.4.v.A ropes, pulleys Tractor-trolley hour 6 0 0 etc. 0 Unskilled day 20 0 0 Skilled day 5 0 0 Sub total of A = Sub total of B = Sub total of C = Sub total of D = 0 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = Norms Rate = 0 0 0 0 Unit Rate = 0 Description of Work:

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of 5 tonne unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet., Excluding dismembering. Spec. cl. No: 202 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount For gas cutting, 2.4.v.B ropes, pulleys Tractor-trolley hour 6 0 0 etc. 0 Skilled day 4 0 0 Unskilled day 16 0 0 Sub total of A = Sub total of B = Sub total of C = Sub total of D = 0 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = Norms Rate = 0 0 0 0 Unit Rate = 0 Description of Work:

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.v.C Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.vi.A Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.vi.B Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.vii.A Unskilled

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet., Extra over item No( v ) A and( v ) B for cutting rivets. Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 1 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type

0 0

Unit Quantity Rate

Formworks (D)

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Scraping of Bricks Dismantled from Brick Work including Stacking., In lime/Cement mortar Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 8 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type

0 0

Unit Quantity Rate

Labour (A)

Material (B)

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type

0 0

Unit Quantity Rate

Labour (A)

Material (B)

Amount Type 0 0

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

0 0 0 200 number Amount

0 0 0 200 number

Formworks (D)

Amount

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Scraping of Stone from Dismantled Stone Masonry, In cement and lime mortar Unit Quantity Rate day 14

Amount

Formworks (D)

Amount

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Scraping of Bricks Dismantled from Brick Work including Stacking., In mud mortar Unit Quantity Rate Amount Type day 5 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

50 number

Amount

0 0 0

10 cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.vii.B Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.viii Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.11 Skilled Unskilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.v.ix. Unskilled A Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.4.v.ix. Unskilled B Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type

day

1 0 Sub total of A = Sub total of A +B + C =

0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Scraping of Stone from Dismantled Stone Masonry, In Mud mortar Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 5 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type

0 0

Labour (A)

Unit Quantity Rate

Amount

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tractor-trolley 0 0

Unit Quantity Rate hour 6

0

10 cum

Formworks (D)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Scarping Plaster in Lime or Cement Mortar from Brick/ Stone Masonry Unit Quantity Rate Amount Type day 10 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

0 0

Amount

0 0 0

200 sqm

Formworks (D)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled Material with all lifts and up to a lead of 1000 metres, stacking serviceable Material and 100 meter unserviceable Material separately. Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 2 0 0 day 12 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tractor-trolley 0 0

Unit Quantity Rate hour 6

Formworks (D)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Removing all type of Hume Pipes and Stacking within a lead of 50 metres including Earthwork and Dismantling of Masonry Works., Up to 600 mm dia Labour (A)

Material (B)

Unit Quantity Rate day

5

Amount Type 0

0

1 0 Sub total of A = Sub total of A +B + C =

0

day

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type

0 0

Unit Quantity Rate

Amount

0 0 0

10 meter

Formworks (D)

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Amount

0 0 0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Removing all type of Hume Pipes and Stacking within a lead of 50 metres including Earthwork and Dismantling of Masonry Works., Above 600 mm to 10 meter 900 mm dia Labour (A)

Material (B)

Unit Quantity Rate day

8

Amount Type 0

0

1 0 Sub total of A = Sub total of A +B + C =

0

day

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type

0 0

Unit Quantity Rate

Formworks (D)

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Removing all type of Hume Pipes and Stacking within a lead of 50 metres including Earthwork and Dismantling of Masonry Works., Above 900 mm Labour (A)

Unit Quantity Rate

Material (B)

Amount Type

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

Amount

0 0 0

10 meter

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

2.4.v.ix. Unskilled C Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.5.I.A Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.5.I.B Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.5.II.A Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.6 Unskilled Semi skilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.7 Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No.

day

12

0

0

1 0 Sub total of A = Sub total of A +B + C =

0

day

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Dismantling of Flexible Pavements, Dismantling of flexible pavements and disposal of dismantled Material up to a lead of 1000 metres, stacking serviceable and unserviceable Material separately, By Manual Means, Bituminous courses Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 15 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate

Amount Type Tractor-trolley

Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate hour 6

Labour (A)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

10 cum

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Amount Type Tractor-trolley

Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate hour 6

Unit Quantity Rate Amount Type day 9 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Type 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

0 0

Unit Quantity Rate Amount hour 6 0 hour 6 0 Sub total of C = Contractor's overhead expenses 15% =

Labour (A)

Material (B)

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

0 0

Unit Quantity Rate Amount hour 6 0 hour 6 0 hour 6 0 Sub total of C = Contractor's overhead expenses 15% =

Type

Labour (A)

Material (B)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type Tractor-trolley

Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate hour 6

Material (B)

20 cum

Amount

0 0 0

10 cum

Amount

0 0 0

100 meter Formworks (D)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Dismantling Kerb stone by manual means and disposal of dismantled Material with all lifts and up to a lead of 1000 meter Labour (A)

0

0 0 0

Dismantling guard rails by manual means and disposal of dismantled Material with all lifts and up to a lead of 1000 metres, stacking serviceable Material and unserviceable Material separately.

Unit Quantity Rate Amount Type day 20 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

0 0

Formworks (D)

Amount Type Joint Cutting Machine Tractor-trolley Air compressor

Sub total of B = Sub total of A + B + C + D=

Amount

0 0

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled Material up to a lead of 1000 metres, stacking serviceable and unserviceable Material separately Unit Quantity Rate Amount Type day 8 0 0 day 8 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

0

Formworks (D)

Amount Type Tractor with ripper Tractor-trolley

Sub total of B = Sub total of A + B + C + D=

0 0

Formworks (D)

Amount 0

Material (B)

Amount

10 cum

Dismantling of Flexible Pavements, Dismantling of flexible pavements and disposal of dismantled Material up to a lead of 1000 metres, stacking serviceable and unserviceable Material separately, By Mechanical Means, Bituminous course Labour (A)

0

Formworks (D)

Dismantling of Flexible Pavements, Dismantling of flexible pavements and disposal of dismantled Material up to a lead of 1000 metres, stacking serviceable and unserviceable Material separately, By Manual Means, Granular courses

Unit Quantity Rate Amount Type day 12 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

0 0

Amount

0 0 0

100 meter Equipment (C)

Formworks (D)

Norms No. 2.8

Type Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.9 Unskilled Skilled

Description of Work:

Spec. cl. No: 202 Norms No. Type Skilled 2.12 (Plumber) Unskilled

Description of Work:

Spec. cl. No: 202 Norms No. Type 2.13 Unskilled

Unit Quantity Rate Amount Type day 3 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tractor-trolley 0 0

Unit Quantity Rate hour 6

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Dismantling Kerb stone channel by manual means and disposal of dismantled Material with all lifts and up to a lead of 1000 meter Labour (A)

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tractor-trolley 0 0

Labour (A)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

day

2

Amount Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0

0

25 0 Sub total of A = Sub total of A +B + C =

0

day

Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type

hour

Truck

hour

0 0

6

Amount

Type

0

0

6 0 Sub total of C = Contractor's overhead expenses 15% =

0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Removal of cement concrete pipe of sewer gutter 1500 mm dia including disposal with all lifts and up to a lead of 1000 metres and stacking of serviceable and unserviceable Material separately but excluding earth excavation and dismantling of masonry works. Labour (A)

Unit Quantity Rate day 30

Material (B)

0

Sub total of A = Sub total of A +B + C =

Amount Type 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

0 0

0

Amount

0 0 0

100 meter

Formworks (D)

Amount Type Truck flat body Crane

Unit Quantity Rate Amount hour 6 0 hour 6 0 Sub total of C = Contractor's overhead expenses 15% =

0 0

0 0

Formworks (D)

Unit Quantity Rate

Crane

Amount

100 meter

Equipment (C)

Unit Quantity Rate

0

Formworks (D)

Unit Quantity Rate hour 6

Dismantling of CI water pipe line upto 600 mm dia including disposal with all lifts and lead upto 1000 metres and stacking of serviceable Material and unserviceable Material separately .

Unit Quantity Rate

0 0

100 meter

Material (B)

Unit Quantity Rate Amount Type day 5 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Amount

Type

Unit Quantity Rate

Amount

0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and 30 nos unserviceable Material separately Spec. cl. No: 202 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Skilled 2.14 (Electrician/Line day 3 0 0 Tractor-trolley hour 6 0 0 man) Unskilled day 15 0 0 Sub total of A = Sub total of B = Sub total of C = Sub total of D = 0 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = Norms Rate = 0 0 0 0 Unit Rate = 0 Description of Work:

Description of Work:

Spec. cl. No: 301 Norms No. Type 3.1

Unskilled

Reinforced Soil wall Structure with Tera Mesh System (TMS) Facing:, Providing and fixing Flexible Geogrids ( e.g. Paralink) as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating including secondary reinforcement of Terramesh system (TMS) as per Specifications Clause 2402 with Zinc +PVC coated as Facing material, laying of Geo textile, drainage gallery filling with boulder all complete as per Specifications Labour (A)

Material (B)

Unit Quantity Rate day

1398

Amount Type 0

Equipment (C)

Unit Quantity Rate

Structural filling behind the TMS facia with granular material compacted up to Modified Proctors density at layers not 0 cum 10200.0 exceeding 15 cm all complete with compaction by using machines

Amount Type

#NAME?

Tractor - trolley #NAME?

Unit Quantity Rate hour

24

1000 sqm

Formworks (D)

Amount 0

Type 0

Unit Quantity Rate

Amount

Skilled

day

346

0

0

Perforated pipe (PVC/HDPE)160 mm dia behind the structure in longitudinal direction ( 100 m) and in Transverse direction, m from rare end to front end plus 1 m @ 10 m c/c, 99 m, including all joints and fixings as required. Geo textile ( at interface of boulder in the TMS structural fill and around the drainage gallery Stone/Boulder ( for TMS drainage gallery) Size: 3 m * 2 m * 1 m Size: 3 m * 2 m * 0.5 m Terra Mesh System (TMS)( 3 m * 2 m * 0.5 m ) made of mechanically woven Zn +PVC coated

199.0

#NAME? #NAME?

sqm 4290.0

#NAME?

cum 1826.0 nos 250.00 nos 500.00

#NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

#NAME?

High Strength Flexible Geogrids ( made of polyester core with polyethylene coating) with Strength as per design ( at least sqm 9000.0 #NAME? 200 KN/ m) #NAME? Sub total of A = Sub total of B = #NAME? 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME?

Description of Work:

Spec. cl. No: 301 Norms No. Type 3.2 Unskilled Skilled

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Reinforced Soil wall Structure with Green Terra Mesh (GTM) Facing:, Providing and fixing Flexible Geogrids ( e.g. Paralink) as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating with design life >100 years including secondary reinforcement of Green Terramesh system (GTM) as per Specifications Clause 2402 with Zn+PVC coated with Bio-Mat, Steel Greed made of MS bar (10 mm dia and grid size 160 mm x 160 mm), 3 nos of 1000 sqm anchor bars of 10 mm dia to maintain the slope of GTM, laying of Geo textile, drainage gallery filling with boulder etc. all complete as per Specifications. Labour (A)

Material (B)

Unit Quantity Rate day 545.0

Amount Type 0 0 Seeding for vegetation

day

0

140.0

0

Equipment (C)

Unit Quantity Rate Amount Type sqm 998.4 #NAME? #NAME?

Structural filling behind the GTM facia with granular material compacted up to Modified Proctors density at layers not cum 7987.2 exceeding 15 cm all complete with compaction by using machines Filling with fertile soil immediately behind the GTM facia for a thickness of 0.30 m with compaction at layers not exceeding 15 cm all complete Tractor-trolley (c) Equipment perforated pipe (PVC/HDPE)160 mm dia including all joints and fixings as required. Geo textile ( at interface of boulder and TMS stone/boulder ( for drainage gallery 0.6 m width volume 658.94 cum) Size: 3 m * * 0.6 Size: 3 m * 2 m * 0.8

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

#NAME? #NAME?

cum 299.5

#NAME?

hour 24.0

#NAME? #NAME?

m

#NAME?

#NAME?

199.0

#NAME?

sqm 2196.0

#NAME? #NAME?

cum 725.0

#NAME?

nos nos

#NAME? #NAME? #NAME? #NAME?

416.0 312.0

#NAME?

Green Terra Mesh (GTM) made of mechanically woven Zn +PVC coated with bio mat, steel grid made of MS bar, ( 10 mm dia and grid size 160 mm * 160 mm, 3 nos of anchor bars of 10 mm dia to provided to maintain the designed slope High Strength Flexible Geogrids ( made of polyester core with polyethylene coating) with Strength as per design ( at least sqm 7987.0 #NAME? 200 KN/ m) #NAME? Sub total of A = Sub total of B = #NAME? 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME?

Description of Work:

Spec. cl. No: 301 Norms No. Type 3.3

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Reinforced Soil wall Structure with Concrete Facing:, Providing and fixing Flexible Geogrids ( e.g. Paralink) as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating with design life >100 years including secondary reinforcement of Green Terramesh system (GTM) as per Specifications Clause 2402 with Zn+PVC coated with Bio-Mat, Steel Greed made of MS bar (10 mm dia and grid size 160 mm x 160 mm), 3 nos of anchor bars of 10 mm dia to maintain the slope of GTM, laying of Geo textile, drainage gallery filling with boulder etc. all complete as per Specifications., High Strength Flexible Geogrids ( made of polyester core with polyethylene coating) with Strength as per design ( at least 200 KN/ m)

1000 sqm

Unit Quantity Rate

Amount

Labour (A)

Material (B)

Amount Type

Unskilled

day

160.0

0

Skilled

day

80.0

0

Equipment (C)

Unit Quantity Rate

Structural filling behind the GTM facia with granular material compacted up to Modified Proctors density at layers not 0 cum 10852.0 exceeding 15 cm all complete with compaction by using machines 0 Tractor-trolley (c) Equipment

hour 72.0

Amount Type

#NAME? #NAME?

#NAME? #NAME?

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

perforated pipe (PVC/HDPE)160 mm dia behind the structure in longitudinal direction ( 104 m) and in Transverse direction, m from rare end to front end plus @ c/c, 99 m, including all joints and fixings as required. Geo textile ( at interface of boulder and TMS stone/boulder ( for drainage gallery 0.6 m width volume 658.94 cum) coarse drained material at the facing of Concrete Panel precast concrete panel of M 25 grade concrete ( 2 m * 0.8 m slope 6 deg

199.0

#NAME? #NAME?

sqm 2196.0

#NAME? #NAME?

cum 725.0

#NAME?

cum 300.0

#NAME? #NAME?

cum 219.7

#NAME?

#NAME?

#NAME?

High Strength Flexible Geogrids ( made of polyester core with polyethylene coating) with Strength as per design ( at least sqm 19968.0 #NAME? 200 KN/ m) #NAME? Sub total of A = Sub total of B = #NAME? 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME?

Description of Work:

Spec. cl. No: 301 Norms No. Type 3.3_a

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

day

160.0

0

Skilled

day

80.0

0

Equipment (C)

Unit Quantity Rate

Structural filling behind the GTM facia with granular material compacted up to Modified Proctors density at layers not 0 cum 10852.0 exceeding 15 cm all complete with compaction by using machines 0 Tractor-trolley (c) Equipment

hour 72.0

perforated pipe (PVC/HDPE)160 mm dia behind the structure in longitudinal direction ( 104 m) and in Transverse direction, m from rare end to front end plus @ c/c, 99 m, including all joints and fixings as required. Geo textile ( at interface of boulder and TMS stone/boulder ( for drainage gallery 0.6 m width volume 658.94 cum) coarse drained material at the facing of Concrete Panel precast concrete panel of M 25 grade concrete ( 2 m * 0.8 m slope 6 deg Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 403 Norms No. Type 4.1

Labour (A)

Amount

Type

Unit Quantity Rate

Amount Type

20.00

0

0 Lettering, each 10 cm high

Skilled (Blacksmith)

day

0.57

0

0 Excavation in soil

#NAME?

#NAME? #NAME?

#NAME? #NAME?

sqm 2196.0

#NAME? #NAME?

cum 725.0

#NAME?

cum 300.0

#NAME? #NAME?

cum 219.7

#NAME?

#NAME?

#NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

cum 1.35

Unit Quantity Rate hour 6.00

57 nos

Formworks (D)

Amount 0

Type

Unit Quantity Rate

Amount

0

#NAME?

kg 79.80 #NAME? #NAME? cum 1.25 #NAME? cum 11.97 0 0 Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME? 3 meters center to center founded in M 15 grade cement concrete, 0.6 meter below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines andLabour 2 diagonals (A) interwoven with horizontal wires, fixed with GI Unit Quantity Rate Amount Type

Equipment (C)

Unit Quantity Rate Amount Type lettercm 2280.00 #NAME? Tractor-trolley high #NAME?

Steel reinforcement M-15 grade of the concrete Stone spall

Amount

#NAME?

Material (B)

Unit Quantity Rate

1000 sqm

Formworks (D)

Unit Quantity Rate

Boundary pillar, Providing and fixing of Reinforced cement concrete M 15 grade boundary pillars of standard design Drawing ( top 150 mm dia, bottom 200 mm dia having 1.05 m height, 300 mm above ground and 750 mm below ground with 6 mm dia bar two main bar having 1.84 m length each and 5 stirrups fixed in position including finishing and lettering but excluding painting as per Drawing and Technical Specifications.

day

Spec. cl. No: 404 Norms No. Type

199.0

Amount Type

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unskilled

Description of Work:

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Reinforced Soil wall Structure with Concrete Facing:, Providing and fixing Flexible Geogrids ( e.g. Paralink) as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating with design life >100 years including secondary reinforcement of Green Terramesh system (GTM) as per Specifications Clause 2402 with Zn+PVC coated with Bio-Mat, Steel Greed made of MS bar (10 mm dia and grid size 160 mm x 160 mm), 3 nos of anchor bars of 10 mm dia to maintain the slope of GTM, laying of Geo textile, drainage gallery filling with boulder etc. all complete as per Specifications., Para web 50 KN and 100 ken each

Unskilled

Description of Work:

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

30 meter Material (B)

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

4.2.A

Unskilled Skilled (Blacksmith)

day

day

3.00

0.25

Painting (Applying two coats of painting including primer coat sqm 8.14 on exposed surface of RCC posts)

0

0

0

Steel reinforcement (10 mm dia HYSD bars for posts (13 x 4 x 1.7 = 88.4 m @ 0.62 kg/m = 54.81 kg), 6 mm dia HYSD 0 kg bars for strirrups@ 150 mm C/c (13 x 12 x 0.59 = 92.04 m @ 0. 22 kg/m = 20.25 kg) M-15 grade of the concrete (RCC. Post 150 mm x 150 mm x 1.80 m, 13 Nos) Add for GI staple binding wire, drilling holes, etc. @ 5 per cent of the cost of binding wire Barbed wire

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 404 Norms No. Type 4.2.B Unskilled Skilled (Blacksmith)

Labour (A)

Description of Work:

Spec. cl. No: 500 Norms No. Type

0 kg

31.42 0 0 Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Material (B)

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate Amount Type sqm 12.10 #NAME? #NAME?

day

0

kg

0.50

0 Steel reinforcement

101.15

cum 0.70

#NAME?

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

#NAME?

0 kg

40.15

0

0

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

GI Barbed Wire Fencing 1.2 Meter High on Angle Iron, Providing and fixing 1.2 meters high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 meters center to center founded in M 15 grade cement concrete, 0.6 meter below ground level, every 15th post, end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Drawing and Technical Specifications. Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate day 2.00

Amount Type 0 0 MS angle iron 40 mm x 40 mm x 6 mm,

Unit Quantity Rate kg 80.50

day

0

sqm 2.11

0.25

0 Applying two coats of painting

Amount Type 0

#NAME?

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

#NAME?

kg

31.42 0 0 Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Material (B)

Amount Type

Amount

#NAME? Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

30 meter Equipment (C)

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

7 nos/day

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Field Test, Carryout Pile Load Test up to 200 tones including all consumable and accessories as per test procedure mentioned in the Technical Specifications. Labour (A)

30 meter

0

3 meters center to center founded in M 15 grade cement concrete, 0.6 meter below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines andLabour 2 diagonals (A) interwoven with horizontal wires, fixed with GI Material (B) Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type day 3.00 0 0 Applying two coats of painting sqm 3.96 #NAME? #NAME? Add for GI staple, binding wire, drilling holes etc. @ 2 per day 0.40 0 0 #NAME? cent of the cost of material MS angle iron 50 mm x 50 mm x 6 mm, kg 152.00 0 0 Barbed wire kg 40.15 0 0 Sub total of A = Sub total of B = #NAME? 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

Amount

#NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 404 Norms No. Type 4.2.D Unskilled Skilled (Blacksmith)

#NAME?

Amount Type 0 0 Painting

Add for GI staple binding wire, drilling holes etc. @ 2 per cent of the cost of material Barbed wire

Description of Work:

#NAME?

cum 0.53

Unit Quantity Rate day 3.50

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 404 Norms No. Type 4.2.C Unskilled Skilled (Blacksmith)

#NAME?

GI Barbed Wire Fencing 1.8 Meter High with RCC post, Providing and fixing 1.8 m high GI barbed wire fencing with 2.4 m RCC M 15 grade 150 mm x 150 mm concrete post placed every 3 m center-to-center founded in M 15 grade cement concrete, 0.6 m below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, 30 meter turn buckles etc. complete as per Drawing and Technical Specifications.

M-15 grade of the concrete Add for GI staple binding wire, drilling holes, etc. @ 5 per cent of the cost of binding wire Barbed wire Transportation and fixing

Description of Work:

75.06

#NAME?

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

5.4.10

day

49.00

0

0 Add 25 % of Labour cost for other consumable items

semiskilled

day

21.00

0

0 I beams 4 Nos 3 m long ( 25-30 kg/m), 200 times used

meter 12.00

0

Skilled

day

7.00

0

0 12 Nos of back pipes, 30 times used

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 504 Norms No. Type

Description of Work:

Spec. cl. No: 504 Norms No. Type

Description of Work:

Spec. cl. No: 504 Norms No. Type

Description of Work:

Spec. cl. No: 500 Norms No. Type

5.4.1

Add 5 % of Labour cost for traffic control sign, pressure gauge 0 and other T&P

Unskilled

meter 36.00

0

Wooden planks, 12 times used Masonry wall Jute Bag

cum. 0.50 cum. nos 2500.00

0 0 0

Flag/ Clothes

meter 2.00

0

Sand ( ten times used)

cum.

0 0

hour 56.00

0

0

Dial gauge 4 Nos

day

7.00

0

0

day

7.00

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

0 0 0 0

Sub total of D = Norms Rate = Unit Rate =

Laboratory Setup including supply of electricity, water, gas and heating etc. Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

1 set

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0 1 Manmonth

Operation of Laboratory with Technical support of Laboratory staff Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0 1 no. of reading

Field Test, Carryout Axle load survey including all consumables and accessories. Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Equipment (C)

Unit Quantity Rate

6.00

0

0 For Gloves, masks and other consumable items

Semiskilled

day

2.00

0

0 Flag ( red cloth)

Skilled

day

1.00 0 Sub total of A = Sub total of A +B + C =

Amount Type

Amount

For traffic control sign, traffic cone, Brush, umbrella, whistle, clip board and 0 other T&P meter 2.00

0

0

0

weigh bridge Jeep

Sub total of B = Sub total of A + B + C + D=

0 0

Formworks (D)

Unit Quantity Rate

0 0

Type

Unit Quantity Rate

Material (B)

Amount

0

hour 16.00

0

0

hour 8.00 0 Sub total of C = Contractor's overhead expenses 15% =

0 Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0 50 no of reading

Field Test, Carryout Benkelman Beam Deflection Test including all consumables and accessories. Labour (A)

0

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Providing, installing and maintaining Quality control laboratory with equipment as specified in the Technical Specifications. Labour (A)

0 0

1 set

day

Spec. cl. No: 500 Norms No.

Jeep/ pickup

0 0 Spirit Level 0 0

160 0 Sub total of B = Sub total of A + B + C + D=

Unskilled

Description of Work:

0

0

Equipment (C)

Formworks (D)

Norms No. 5.4.2

Type

Unit Quantity Rate

Amount Type

Unit Quantity Rate

Unskilled

day

10.00

0

0 For Gloves, masks and other consumable items

Semiskilled

day

4.00

0

0 For Loading weighing, air pressure of tire etc.

Skilled

day

2.00

0

0 Flag ( red cloth)

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 505 Norms No. Type 5.4.3

Labour (A)

0

0 For Gloves, masks and other consumable items

semiskilled Skilled

day day

2.00 1.00

0 0

0 Standard Sand ( 50 % reusable) 0

kg

300.00

hour 8.00

0

0

hour 8.00

0

0

0 hour 8.00 0 0 Jeep/ pickup 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Amount Type

0

0 Jeep/ pickup

Sub total of B = Sub total of A + B + C + D=

0 0

0

Sub total of D = Norms Rate = Unit Rate =

0 0

Type

Unit Quantity Rate

hour day day day day day day day

8.00 1.00 5.00 5.00

0 0 0 0 0 0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Amount Type

Unit Quantity Rate

Amount Type

Add 3 % Labour cost for Gloves, masks and other consumable items

0

0

Semiskilled

day

2.00

0

0 Flag/ Clothes

meter 4.00

Skilled

day

0 Jute Bag

nos

0

60.00 0 Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate

Amount

0 0 0 0

Jeep/ pickup

Type

Unit Quantity Rate

Labour (A)

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Amount Type

hour 8.00

Sub total of D = Norms Rate = Unit Rate =

day

2.00

0

0

semiskilled

day

1.00

0

0 Flag/ Clothes

day

1.00

0

0

Amount Type

0

0

0 0 0

Formworks (D)

Unit Quantity Rate

Amount

For traffic control sign, traffic cone, Brush, umbrella, clip 0 board and other T&P meter 2.00

Amount

50 point Equipment (C)

Unit Quantity Rate

Add 3 % Labour cost for Gloves, masks and other consumable items

Unskilled

0

0

Field Test, Carryout Rapid Determination of CBR by dynamic core penetrometer as per test procedure mentioned in the Technical Specifications.

Unit Quantity Rate

0 0

Formworks (D)

For traffic control sign, traffic cone, Brush, umbrella, clip 0 board and other T&P

4.00

1.00 0 Sub total of A = Sub total of A +B + C =

Amount

50 nos Material (B)

Unit Quantity Rate

0

0

Field Test, Sampling from Subgrade, Sub base, base and Wearing Course Labour (A)

0 0

Formworks (D)

Amount

0 0 0 0 1 0 1.00 0 1.00 0 1.00 0 Sub total of C = Contractor's overhead expenses 15% =

0 0

Amount

50 nos

Unit Quantity Rate

Measuring Cylinder Can Air tight Bottle Oven/Rapid Moisture Balance(20 kg) Baseplate Field Density Jar

day

Skilled

Unit Quantity Rate

0

For traffic control sign, traffic cone, Brush, umbrella, clip 0 board and other T&P

Unskilled

Spec. cl. No: 505 Norms No. Type 5.4.5

Unit Quantity Rate

4.00

Description of Work:

Type

Equipment (C)

Amount Type

Sub total of A = Sub total of A +B + C =

5.4.4

Heavy Truck

Material (B)

Unit Quantity Rate day

Spec. cl. No: 505 Norms No. Type

Amount

Field Test, Carryout Field Density test of sub grade/ sub base/ base test by Sand replacement Method as per procedure mentioned in the Technical Specifications.

Unskilled

Description of Work:

0 Benkelman Beam 0

Lit 0.50 0 Lit 0.50 0 cum 8.00 0 Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate

For traffic control sign, traffic cone, Brush, umbrella, clip 0 board and other T&P meter 2.00

Glycerin Enamel paint Boulder ( 11 ton, ) ( ten times used)

Amount Type

Type 0

Jeep/ pickup

hour 8.00

0

0

Dynamic cone penetrometer

day

0

0

1.00

Unit Quantity Rate

Amount

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 505 Norms No. Type 5.4.6

Sub total of B = Sub total of A + B + C + D=

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Field Test, Carryout Measurement of Pavement Thickness including all consumable and accessories as per test procedure mentioned in the Technical Specifications. Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

4.00

0

0

semiskilled

day

2.00

0

0 Flag/ Clothes

Skilled

day

meter 2.00

0

0

Unit Quantity Rate

Jeep/ pickup

Amount

Type

Unit Quantity Rate

Unit Quantity Rate

5.5.13

Unskilled

day

1

semiskilled Skilled Engineer

day day day

1

hour 8.00

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

0 Sub total of B = Sub total of A + B + C + D=

0 0

Labour (A)

0 0

Material (B)

0.75 0.1

Sub total of D = Norms Rate = Unit Rate =

Amount Type 0

Sub total of B = Sub total of A + B + C + D=

0 0

hour

Balance (0.1 gm.) Tray (75*75 cm) Can 6 Nos Oven Shear test equipment

hour hour hour hour hour

0 0

4

Amount

Type

0

0

1 0 4 0 144 0 24 0 4 0 Sub total of C = Contractor's overhead expenses 15% =

0 0 0 0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

day

2.00

0

0

semiskilled

day

2.00

0

0 Flag/ Clothes

0 0 0

Formworks (D)

Amount

Add 5 % of Labour cost for traffic control sign, traffic cone, rope, hammer, wrench, clip board and other T&P

Add 3 % Labour cost for Gloves, masks and other consumable items

Unskilled

Amount

30 nos/day

Description of Work:

Field Test, Coring of asphalt concrete Sample from pavement including all consumable and accessories as per test procedure mentioned in the Technical Specifications. Spec. cl. No: 500,-1300 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate

5.4.11

0

Formworks (D)

Unit Quantity Rate

Mould

0 0

4 nos

Equipment (C)

Amount Type Unit Quantity Rate Add 3 % Labour cost for Gloves, masks and other consumable 0 0 items 0 0 0 0 0 0

Sub total of A = Sub total of A +B + C =

Amount

0

Laboratory Test, Carryout Shear test of disturbed sample including all consumable and accessories as per test procedure mentioned in the Technical Specifications.

Spec. cl. No: 505-508 Norms No. Type

0

Formworks (D)

For traffic control sign, traffic cone, Brush, umbrella, clip 0 board and other T&P

Add 3 % Labour cost for Gloves, masks and other consumable items

day

1 0 Sub total of A = Sub total of A +B + C =

Unit Quantity Rate

0 0

60 point

Equipment (C)

Amount Type

Unskilled

Description of Work:

Sub total of C = Contractor's overhead expenses 15% =

0 0

Type

Unit Quantity Rate

Amount

0

0

Skilled

day

1.00

0

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: Norms No. Type

5.4.12

semiskilled

meter 2.00

0 Jute Bag/ Plythene bag

nos

30.00

0 0

Sub total of B = Sub total of A + B + C + D=

0 0

0

Jeep/ pickup

hour 8.00

0

0

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Core Cutting Machine with Bit and day 0 accessories 0 0

1

Sub total of D = Norms Rate = Unit Rate =

Field Test, Carryout Schmidt Hammer Test including all consumable and accessories as per test procedure mentioned in the Technical Specifications. Labour (A)

Material (B)

Unit Quantity Rate

day

2.00

Amount Type

0

0

Add 3 % Labour cost for Gloves, masks and other consumable items

Amount Type Add 5 % of Labour cost for traffic control sign, traffic cone, hammer, clip board 0 and other T&P

0

1000 no Equipment (C)

Unit Quantity Rate

0 0

Unit Quantity Rate

Formworks (D)

Amount

Type

0

Unit Quantity Rate

Amount

Skilled

day

1.00

0

0

Sub total of A = Sub total of A +B + C =

0 0

Jeep/ pickup Schmidt Hammer Sub total of B = Sub total of A + B + C + D=

hour 8.00 0 day 1 0 Sub total of C = Contractor's overhead expenses 15% =

0 0

0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Description of Work: Field Test, Carryout Bridge Load test (Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC codes including deflection measuring instruments, loading materials, recoding and analyzing the load testing results cleaning of girder after load test, etc.) Spec. cl. No: "500,2000" Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate

5.4.13

Add 3 % Labour cost for Gloves, masks and other consumable items

Unskilled

day

200.00

0

0

semiskilled

day

7.00

0

0

0

Skilled

day

7.00

0

Sub total of A = 0 Sub total of A +B + C = #NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

0

Description of Work:

Unit Quantity Rate

5.5.1

Unskilled

day

1.00

semiskilled

day

0.50

Skilled

day

Labour (A)

0

0

0.10 0 Sub total of A = Sub total of A +B + C =

0

5.5.2

Unskilled

day

2.00

semiskilled Skilled Engineer

day day day

0.50 0.25 0.10

Labour (A)

Unskilled

Amount Type 0

Tray

hour 8.00

Laboratory Crusher Machine

hour

0 0

30 nos Formworks (D)

Unit Quantity Rate

Amount

Type

0

0

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

4

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type 0

hour 4.00

Balance (20 kg) Rubber Mallet Tray Can Oven Sieve Shaker Sieves set

hour hour hour hour hour hour hour

Amount

Type

0

0

4.00 0 4.00 0 12.00 0 48.00 0 48.00 0 4.00 0 4.00 0 Sub total of C = Contractor's overhead expenses 15% =

0 0 0 0 0 0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Labour (A)

Material (B)

day

8

Amount Type 0

0 RCC pipe

Equipment (C)

Unit Quantity Rate meter 12.5

Amount Type

Add 3 % of Labour cost for bellies, crow #NAME? bars, chain pulley and #NAME? other T&P

0

Unit Quantity Rate

Amount

0 0 0 12.5 meter

Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for culverts including fixing with cement mortar 1:2 as per Drawing and Technical Specifications., 900 mm internal dia.

Unit Quantity Rate

0 0

Formworks (D)

Unit Quantity Rate

Balance (1 Kg)

0 0

Amount

8 nos

Equipment (C)

Amount Type Unit Quantity Rate Add 3 % Labour cost for Gloves, masks and other consumable 0 0 items 0 0 0 0 0 0

Sub total of A = Sub total of A +B + C =

7.2.D

Sub total of B = Sub total of A + B + C + D=

0 0

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Laboratory Test, Carry out Grain size Analysis including all consumable and accessories as per test procedure mentioned in the Technical Specifications.

Unit Quantity Rate

Spec. cl. No: 701 Norms No. Type

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Equipment (C)

Amount Type Unit Quantity Rate Add 3 % Labour cost for Gloves, masks and other consumable 0 0 items

1 nos

#NAME?

Material (B)

Spec. cl. No: 505-508 Norms No. Type

Description of Work:

7000 #NAME?

0

0

Laboratory Test, Sample preparation for inappropriate sample by crushing for LAA, ACV, AIV test including all consumable and accessories as per test procedure mentioned in the Technical Specifications.

Spec. cl. No: 505-508 Norms No. Type

Description of Work:

Add 5 per cent of cost of material for anchorage reinforcement, welding and other incidentals. Hire charges of Kent ledges / Cost of Filled up bags including 0 nos material as sand or earth

Add 3 % of Labour cost for Deflection measurement instrument, traffic control sign, traffic cone, and other T&P

0 0

Formworks (D)

Amount

Type 0

Unit Quantity Rate

Amount

Skilled

day

1

0

0 Cement Sand

tonne 0.09 #NAME? cum 0.12 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Unit Quantity Rate

7.1.A

Unskilled

day

3

0

0 HDPE pipe / HDPE pipe with collars

Skilled

day

3

0

0

Labour (A)

Material (B)

Amount Type

7.2.A

Labour (A)

meter

0

0 RCC pipe

Skilled

day

1

0

0 Cement Sand

Labour (A)

Unit Quantity Rate

6 0 0 6 0 0 6 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

meter 12.5

Amount Type

Unit Quantity Rate

tonne 0.06 #NAME? cum 0.08 #NAME? Sub total of B = Sub total of A + B + C + D=

Amount Type

6

0

0 RCC pipe

Skilled

day

1

0

0 Cement Sand

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME? 12.5 meter

#NAME? #NAME? #NAME? #NAME?

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate meter 12.5

Amount Type

Unit Quantity Rate

12.5 meter Formworks (D)

Amount

Add 3 % of Labour cost for bellies, crow #NAME? bars, chain pulley and #NAME? other T&P

tonne 0.07 #NAME? cum 0.09 #NAME? Sub total of B = Sub total of A + B + C + D=

#NAME? #NAME? #NAME? #NAME?

Labour (A)

Type

Unit Quantity Rate

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Unskilled

day

7

0

0 RCC pipe

Skilled

day

1

0

0 Cement Sand

Sub total of A = 0 Sub total of A +B + C = #NAME?

Equipment (C)

Unit Quantity Rate meter 12.5

Amount Type

Unit Quantity Rate

Add 3 % of Labour cost for bellies, crow #NAME? bars, chain pulley and #NAME? other T&P

tonne 0.08 #NAME? cum 0.1 #NAME? Sub total of B = Sub total of A + B + C + D=

#NAME? #NAME? #NAME? #NAME?

Amount

0

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Amount Type

Amount

0

12.5 meter

Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for culverts including fixing with cement mortar 1:2 as per Drawing and Technical Specifications., 600 mm internal dia.

Unit Quantity Rate

Amount

Formworks (D)

Amount

Add 3 % of Labour cost for bellies, crow #NAME? bars, chain pulley and #NAME? other T&P

Material (B)

Unit Quantity Rate day

Description of Work:

Type 0

Equipment (C)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

7.2.C

Amount

Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for culverts including fixing with cement mortar 1:2 as per Drawing and Technical Specifications., 450 mm internal dia.

Unskilled

Spec. cl. No: 701 Norms No. Type

#NAME?

Unit Quantity Rate

other T&P

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Amount Type

5

Description of Work:

Amount Type

Electric heating plate hour screw Jack hour Generator hour

Sub total of A = 0 Sub total of A +B + C = #NAME?

7.2.B

50 #NAME?

Material (B)

Unit Quantity Rate day

Spec. cl. No: 701 Norms No. Type

50 meter Formworks (D)

Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for culverts including fixing with cement mortar 1:2 as per Drawing and Technical Specifications., 300 mm internal dia.

Unskilled

Description of Work:

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 701 Norms No. Type

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Providing, jointing and laying HDPE pipes with or without collar etc. complete in place as per Drawing and Technical Specifications., a) 110 mm/125 mm outer dia.

Spec. cl. No: 701 Norms No. Type

Description of Work:

#NAME? #NAME? #NAME? #NAME?

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for culverts including fixing with cement mortar 1:2 as per Drawing and Technical Specifications., 1000 mm internal dia.

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME? 12.5 meter

Description of Work:

Spec. cl. No: 701 Norms No. Type 7.2.E

Labour (A)

Material (B)

Unit Quantity Rate

Unskilled

day

Skilled

day

10 1.5

Amount Type 0

0 RCC pipe

0

0 Cement Sand

Spec. cl. No: 701 Norms No. Type 7.2.F

meter 12.5

Labour (A)

Amount Type

12

0

0 RCC pipe

Skilled

day

2

0

0 Cement Sand

meter 12.5

Labour (A)

Amount Type

#NAME? #NAME? #NAME? #NAME?

Unit Quantity Rate

12.5 meter Formworks (D)

Amount

Type

Unit Quantity Rate

0 RCC Collar

nos.

Skilled

day

1

0

0 RCC pipe

meter 12.5

Sub total of A = 0 Sub total of A +B + C = #NAME?

Unit Quantity Rate

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME? 12.5 meter Formworks (D)

Amount

Add 3 % of Labour cost for bellies, crow 4 #NAME? bars, chain pulley and #NAME? other T&P #NAME?

tonne 0.06 #NAME? cum 0.08 #NAME? Sub total of B = Sub total of A + B + C + D=

#NAME? #NAME? #NAME? #NAME? #NAME?

Type

Unit Quantity Rate

Labour (A)

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Amount Type

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

Unskilled

day

6

0

0 RCC Collar

nos.

Skilled

day

1

0

0 RCC pipe

meter 12.5

Cement Sand Sub total of A = 0 Sub total of A +B + C = #NAME?

Amount Type

Unit Quantity Rate

Add 3 % of Labour cost for bellies, crow 4 #NAME? bars, chain pulley and #NAME? other T&P #NAME?

tonne 0.07 #NAME? cum 0.09 #NAME? Sub total of B = Sub total of A + B + C + D=

#NAME? #NAME? #NAME? #NAME? #NAME?

Amount

0

12.5 meter

Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for culverts including fixing collar with cement mortar 1:2 as per Drawing and Technical Specifications., 450 mm internal dia.

Unit Quantity Rate

Amount

0

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Amount Type

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

0

Spec. cl. No: 701

Amount Type

Material (B)

Unit Quantity Rate 5

Description of Work:

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for culverts including fixing collar with cement mortar 1:2 as per Drawing and Technical Specifications., 300 mm internal dia.

Cement Sand

7.3.B

Unit Quantity Rate

0

Add 3 % of Labour cost for bellies, crow #NAME? bars, chain pulley and #NAME? other T&P

tonne 0.14 #NAME? cum 0.18 #NAME? Sub total of B = Sub total of A + B + C + D=

day

Spec. cl. No: 701 Norms No. Type

#NAME? #NAME? #NAME? #NAME?

Type

Equipment (C)

Unit Quantity Rate

Unskilled

Description of Work:

Formworks (D)

Amount

Add 3 % of Labour cost for bellies, crow #NAME? bars, chain pulley and #NAME? other T&P

tonne 0.1 #NAME? cum 0.14 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

7.3.A

Unit Quantity Rate

Material (B)

Unit Quantity Rate day

Spec. cl. No: 701 Norms No. Type

Amount Type

Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for culverts including fixing with cement mortar 1:2 as per Drawing and Technical Specifications., 1200 mm internal dia.

Unskilled

Description of Work:

Equipment (C)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

12.5 meter

Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for culverts including fixing with cement mortar 1:2 as per Drawing and Technical Specifications., 1000 mm internal dia.

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for culverts including fixing collar with cement mortar 1:2 as per Drawing and Technical Specifications., 600 mm internal dia.

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME? 12.5 meter

Norms No. 7.3.C

Labour (A)

Type

Material (B)

Unit Quantity Rate

Amount Type

Unskilled

day

7

0

0 RCC Collar

nos.

Skilled

day

1

0

0 RCC pipe

meter 12.5

Cement Sand

Description of Work:

Spec. cl. No: 701 Norms No. Type

Labour (A)

Amount Type

8

0

0 RCC Collar

nos.

Skilled

day

1

0

0 RCC pipe

meter 12.5

Labour (A)

day

Skilled

day

10

1.5

Amount Type

#NAME?

Amount Type

#NAME? #NAME? #NAME? #NAME? #NAME?

Unit Quantity Rate

12.5 meter Formworks (D)

Amount

Type

Unit Quantity Rate

0

0 RCC Collar

nos.

0

0 RCC pipe

meter 12.5

Unit Quantity Rate

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME? 12.5 meter Formworks (D)

Amount

Add 3 % of Labour cost for bellies, crow 4 #NAME? bars, chain pulley and #NAME? other T&P #NAME?

tonne 0.1 #NAME? cum 0.14 #NAME? Sub total of B = Sub total of A + B + C + D=

#NAME? #NAME? #NAME? #NAME? #NAME?

Type

Unit Quantity Rate

Labour (A)

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Amount Type

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

Unskilled

day

12

0

0 RCC Collar

nos.

Skilled

day

2

0

0 RCC pipe

meter 12.5

Cement Sand Sub total of A = 0 Sub total of A +B + C = #NAME?

Unit Quantity Rate

Add 3 % of Labour cost for bellies, crow 4 #NAME? bars, chain pulley and #NAME? other T&P #NAME?

tonne 0.14 #NAME? cum 0.18 #NAME? Sub total of B = Sub total of A + B + C + D=

Providing and laying concrete channeling as per Drawing and Technical Specifications., Cast in situ

Amount Type

#NAME? #NAME? #NAME? #NAME? #NAME?

Amount

0

12.5 meter

Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for culverts including fixing collar with cement mortar 1:2 as per Drawing and Technical Specifications., 1200 mm internal dia.

Unit Quantity Rate

Amount

0

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Amount Type

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Unit Quantity Rate

Cement Sand

7.3.F

Unit Quantity Rate

Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for culverts including fixing collar with cement mortar 1:2 as per Drawing and Technical Specifications., 1000 mm internal dia.

Unskilled

Spec. cl. No: 701 Norms No. Type

#NAME? #NAME? #NAME? #NAME? #NAME?

Type 0

Add 3 % of Labour cost for bellies, crow 4 #NAME? bars, chain pulley and #NAME? other T&P

tonne 0.09 #NAME? cum 0.12 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Formworks (D)

Amount

Equipment (C)

Unit Quantity Rate

Cement Sand

7.3.E

#NAME?

Material (B)

Unit Quantity Rate day

Spec. cl. No: 701 Norms No. Type

Unit Quantity Rate

Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for culverts including fixing collar with cement mortar 1:2 as per Drawing and Technical Specifications., 900 mm internal dia.

Unskilled

Description of Work:

Amount Type

Add 3 % of Labour cost for bellies, crow 4 #NAME? bars, chain pulley and #NAME? other T&P

tonne 0.08 #NAME? cum 0.1 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

7.3.D

Equipment (C)

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Description of Work:

Spec. cl. No: 702 Norms No. Type

Description of Work:

Spec. cl. No: 702 Norms No. Type

Description of Work:

Spec. cl. No: 702 Norms No. Type 7.4.C

Providing and laying concrete channeling as per Drawing and Technical Specifications., Cast in situ Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Labour (A)

day

Description of Work:

Spec. cl. No: 905 Norms No. Type 9.1.II.A Unskilled Skilled

Description of Work:

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

3 0.5

12 meter

Amount Type 0

0 Concrete channel

0

0 Cement Sand

Equipment (C)

Unit Quantity Rate nos.

Amount Type

Formworks (D)

Unit Quantity Rate

Amount

Add 3 % of Labour cost for bellies, crow #NAME? bars, chain pulley and #NAME? other T&P

tonne 0.03 #NAME? cum 0.04 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 905 Norms No. Type 9.1.I.B Unskilled Skilled

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Material (B)

Unit Quantity Rate

Skilled

Description of Work:

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Laying (Joining) of Precast concrete panel

day

Spec. cl. No: 905 Norms No. Type 9.1.I.A Unskilled Skilled

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Providing and laying concrete channeling as per Drawing and Technical Specifications., Pre cast

Unskilled

Description of Work:

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

#NAME? #NAME? #NAME? #NAME?

Type

Unit Quantity Rate

0

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Earthwork Excavation in Cutting., Roadway Excavation in all types of Soil by Manual Means ., Roadway Excavation in all types of soil as per drawing and technical specification, including removal of stumps and other deleterious matter, with all lifts and lead as per Drawing and instruction of the Engineer. Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 8 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Doko , Thunse etc. 0 0

Amount

Type

Unit Quantity Rate

Unit Quantity Rate Amount Type day 3 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Hydraulic excavator 0 0

Unit Quantity Rate hour 6

Labour (A)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Doko , Thunse etc.t 0 0

0 0 0

360 cum

Formworks (D)

Earthwork Excavation in Cutting., Roadway Excavation in ordinary rock by Manual Means ., Roadway Excavation in ordinary rock as per Drawing and Technical specification, including all lift and lead as per Drawing and instruction of the Engineer. Unit Quantity Rate Amount Type day 50 0 0 day 3 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Amount

0

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

12 cum

Formworks (D)

Unit Quantity Rate

Earthwork Excavation in Cutting., Roadway Excavation in all types of Soil by Mechanical Means ., Road way Excavation in all types of soil as per Drawing and technical specifications including removal of stumps and other deleterious matter, all lifts and lead as per Drawing and instruction of the Engineer. Labour (A)

Amount

Unit Quantity Rate

Sub total of C = Contractor's overhead expenses 15% =

Amount

0 0 0

60 cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0 0 0

Sub total of D = Norms Rate = Unit Rate =

Earthwork Excavation in Cutting., Roadway Excavation in ordinary rock by Mechanical Means ., Roadway Excavation in ordinary rock as per Drawing and Technical specification, including all lift and lead as per Drawing and instruction of the Engineer.

0 0 0

120 cum

Spec. cl. No: 905 Norms No. Type 9.1.II.B Unskilled Skilled

Description of Work:

Spec. cl. No: 905 Norms No. Type

Earthwork Excavation in Cutting., Roadway Excavation in ordinary rock by Mechanical Means ., Roadway Excavation in ordinary rock as per Drawing and Technical specification, including all lift and lead as per Drawing and instruction of the Engineer. Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 3 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Labour (A)

Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate 1

0

Driller

day

3

0

Unskilled Skilled

day day

0 Fuse wire

meter

20 0 0 Electric Detonator 1 0 0 Gelatin Sub total of A = 0 Sub total of A +B + C = #NAME?

Unskilled

day

150

0

0 Fuse wire

meter

Skilled

day

3

0

0 Electric Detonator Gelatin

nos. kg

Labour (A)

180

0

0

Air compressor

Material (B)

Unit Quantity Rate

Amount

Type

hour

30

0

0

hour

12

0

0

Unit Quantity Rate

Equipment (C)

180

0

Amount Type

Type

Unit Quantity Rate

Amount Type

90 cum

Unit Quantity Rate

0

Credit for excavated rock for use @ 50 per cum -8 cent of excavated ( if available rock is used)

day

1

0

0

Hydraulic excavator with rock breaker attachment

Sub total of A = Sub total of A +B + C =

0 0

Sub total of B = Sub total of A + B + C + D=

Earthwork Excavation in Cutting., Excavation in Hard Rock (blasting prohibited), Roadway Excavation in hard rock

day

0 0

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

1

0

0

Amount

Type

0

0

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

hour

6

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

manually chiseling including breaking rock, lifts and lead for disposal as per Drawing and Technical Specifications ,

Material (B)

Equipment (C)

Unit Quantity Rate

Amount

Amount Type

Amount

0 0 0

16 cum

Formworks (D)

Unit Quantity Rate

Credit for excavated rock for use @ 50 per cum -8 cent of excavated ( if available rock is used)

16 cum

Formworks (D)

Unit Quantity Rate

0

Amount Type

Amount

0

Equipment (C)

10

Labour (A)

90 cum

Formworks (D)

Amount

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

day

Unit Quantity Rate

0

0

126 0 0 32 0 0 Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Material (B)

Unit Quantity Rate

0 0

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Earthwork Excavation in Cutting., Excavation in Hard Rock (blasting prohibited), Roadway Excavation in hard rock with rock breakers, including breaking rock, lifts and lead for disposal as per Drawing and Technical Specifications, Mechanical method, lead upto 30 m Labour (A)

Amount

Formworks (D)

Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Credit for excavated rock for use @ 50 per cent of excavated Crow bar and other T 0 0 cum -45 #NAME? ( if available rock is used) #NAME? & P

Sub total of A = 0 Sub total of A +B + C = #NAME?

9.1.IV.B Blacksmith

Sub total of D = Norms Rate = Unit Rate =

Earthwork Excavation in Cutting., Excavation in Hard Rock, manual Drilling, Roadway excavation in hard rock with manual drilling, blasting, breaking, lifts and leads all complete as per Drawing and instruction of the Engineer.

1

Spec. cl. No: 905 Norms No. Type

0 0

126 0 hour 6 0 0 0 Dozer 32 0 0 Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

day

Description of Work:

Sub total of C = Contractor's overhead expenses 15% =

Unit Quantity Rate

nos. kg

9.1.III.B Blaster

Skilled

Type 0

Amount Type Unit Quantity Rate Amount Type Credit for excavated rock for use @ 50 per cent of excavated Jack hammer /Rock 0 cum -45 #NAME? ( if available rock is used) #NAME? drill

Unit Quantity Rate

9.1.IV.A Unskilled

Amount

Equipment (C)

Spec. cl. No: 905 Norms No. Type

Spec. cl. No: 905 Norms No. Type

0 0

Formworks (D)

Unit Quantity Rate hour 6

0

Material (B)

day

Description of Work:

Amount Type Hydraulic excavator

Earthwork Excavation in Cutting., Roadway Excavation in Hard Rock, mechanical Drilling, Roadway Excavation in hard rock with mechanical drilling, including blasting and breaking, and disposal of cut road within all lifts and leads as per Drawing and instruction of the Engineer.

9.1.III.A Blaster

Description of Work:

Equipment (C)

Unit Quantity Rate

120 cum

Amount

0

Type

0

Unit Quantity Rate

Amount

Unskilled

day

Skilled

day

Description of Work:

Spec. cl. No: 905 Norms No. Type 9.1.IV.C Unskilled Skilled

Description of Work:

Spec. cl. No: 905 Norms No. Type 9.1.V Unskilled skilled

Description of Work:

Spec. cl. No: 900 Norms No. Type 9.2 Unskilled Skilled

Description of Work:

Spec. cl. No: 907 Norms No. Type 9.3 Unskilled Skilled

58

0

0

2 0 Sub total of A = Sub total of A +B + C =

0

Spec. cl. No: 907 Norms No. Type 9.4.I.A.i Unskilled Skilled

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Earthwork Excavation in Cutting., Excavation in Hard Rock (blasting prohibited), Roadway Excavation in hard rock manually with use of chemical, including breaking rock, disposal within all lifts and lead as per Drawing and Technical Specifications Labour (A)

Material (B)

Equipment (C)

Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Credit for excavated rock for use @ 50 per cent of excavated Crow bar and other T day 16 0 0 cum -8 #NAME? 0 ( if available rock is used) #NAME? & P day 2 0 0 Chemical kg 80 0 0 Sub total of A = Sub total of B = #NAME? Sub total of C = 0 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Unit Quantity Rate

Labour (A)

Material (B)

Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate Amount hour 18 0 hour 6 0 Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Material (B)

Unit Quantity Rate Amount Type day 4 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate Amount hour 18 0 hour 6 0 Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Labour (A)

Material (B)

Amount Type 0 0 Electric Detonator 0 0 Gelatin

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Amount Type Unit Quantity Rate Amount 0 hour 6 0 0 Loader 0 hour 6 0 0 Dozer Jack hammer /Rock hour 30 0 drill Air compressor hour 6 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Type

Unit Quantity Rate Amount Type day 8 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Material (B)

Sub total of B = Sub total of A + B + C + D=

Amount Type

0 0

Unit Quantity Rate

Sub total of C = Contractor's overhead expenses 15% =

400 sqm

Unit Quantity Rate

Amount

0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

0

0 0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Ordinary soil by Manual Means, Depth upto 3 m Labour (A)

0 0

Formworks (D)

Unit Quantity Rate nos. 672 kg 42

0 0

Amount

0 0

Trimming/ Rock Excavation Slopes, Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by machine, with all lifts and lead as per Drawing and instruction of the Engineer. Unit Quantity Rate day 22 day 1

0

Formworks (D)

Amount Type Tipper Excavator 0 0

0 0

360 cum

Equipment (C)

Unit Quantity Rate

Amount

0 0

Removal of Unserviceable Soil with Disposal upto 1000 meters, Removal of unserviceable soil including excavation, loading and disposal upto 1000 meters lead Labour (A)

Amount

Formworks (D)

Amount Type Tipper Hydraulic excavator 0 0

16 cum

300 cum Equipment (C)

Unit Quantity Rate

0

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Earthwork Excavation in Cutting., Excavation in Marshy Soil, Roadway Excavation in marshy soil as per Drawing and Technical Specifications

Unit Quantity Rate Amount Type day 4 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

0 0

Formworks (D)

Unit Quantity Rate

Sub total of A = Sub total of A +B + C =

Description of Work:

Crow bar and other T &P@

0 0 0

10 cum

Formworks (D)

Amount

Type

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

Description of Work:

Spec. cl. No: 907 Norms No. Type 9.4.I.A.ii Unskilled Skilled

Description of Work:

Spec. cl. No: 907 Norms No. Type 9.4.I.A.ii Unskilled i Skilled

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Ordinary soil by Manual Means, Depth 3 m to 6 m Labour (A)

Material (B)

Unit Quantity Rate day

12

Amount Type 0

0

1 0 Sub total of A = Sub total of A +B + C =

0

day

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type

Unit Quantity Rate

Amount

Sub total of C = Contractor's overhead expenses 15% =

0 0

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Ordinary soil by Manual Means, Depth above 6 m Labour (A)

Material (B)

Unit Quantity Rate day

18

Amount Type 0

0

2 0 Sub total of A = Sub total of A +B + C =

0

day

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type

Amount

0 0 0

10 cum

Formworks (D)

Unit Quantity Rate

Amount

Sub total of C = Contractor's overhead expenses 15% =

0 0

10 cum

Formworks (D)

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Amount

0 0 0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and 10 cum Technical Specifications., Ordinary soil by Mechanical Means, Depth upto 3 m Spec. cl. No: 907 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount 9.4.I.B.i Unskilled day 3 0 0 Hydraulic excavator hour 6 0 0 Skilled day 1 0 0 Unit = cum (for 240 cum) Sub total of A = Sub total of B = Sub total of C = Sub total of D = 0 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = Norms Rate = 0 0 0 0 Unit Rate = 0 Description of Work:

Description of Work:

Spec. cl. No: 907 Norms No. Type 9.4.I.B.ii Unskilled Skilled

Description of Work:

Spec. cl. No: 907 Norms No. Type 9.4.I.B.ii Unskilled i Skilled

Description of Work:

Spec. cl. No: 907 Norms No. Type 9.4.II.A. Unskilled i

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Ordinary soil by Mechanical Means, Depth 3 m to 6 m Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 3 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Hydraulic excavator 0 0

Formworks (D)

Unit Quantity Rate hour 6

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Ordinary soil by Mechanical Means, Depth above 6 m Labour (A)

Material (B)

Unit Quantity Rate day

4

Amount Type 0

0

2 0 Sub total of A = Sub total of A +B + C =

0

day

Equipment (C)

Unit Quantity Rate

Amount Type

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

hour

6

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Ordinary Rock (not requiring blasting) by Manual Means, Depth upto 3 m Labour (A)

Material (B)

Unit Quantity Rate day

10

Amount Type 0

0

Equipment (C)

Unit Quantity Rate

Amount Type

Amount

0 0 0

10 cum

Formworks (D)

Unit Quantity Rate

Hydraulic excavator

10 cum

Unit Quantity Rate

Amount

0 0 0

10 cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

Skilled

Description of Work:

Spec. cl. No: 907 Norms No. Type 9.4.II.B Unskilled Skilled

Description of Work:

Spec. cl. No: 907 Norms No. Type 9.4.III.A Unskilled Blaster Driller Skilled

Description of Work:

Spec. cl. No: 907 Norms No. Type 9.4.IV.A Unskilled Skilled

Description of Work:

Spec. cl. No: 907 Norms No. Type 9.4.V.A Unskilled Skilled

Description of Work:

Spec. cl. No: 907 Norms No. Type 9.4.V.B Unskilled Skilled

Description of Work:

day

1 0 Sub total of A = Sub total of A +B + C =

0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Ordinary Rock (not requiring blasting) by Mechanical Means, Depth upto 3 m Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 3 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate

Amount Type Hydraulic excavator

Sub total of B = Sub total of A + B + C + D=

0 0

Labour (A)

Unit Quantity Rate hour 6

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

day day day day

12

Amount Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0

0.25 0.5

0 0 1 0 Sub total of A = Sub total of A +B + C =

Equipment (C)

Unit Quantity Rate

0 fuse wire

m

0 Electric Detonator 0 Gelatin 0

nos kg

20 14 3.5

Amount Type Jack hammer /Rock 0 0 drill 0 0 Air Compressor 0 0

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Amount

Type

hour

3

0

0

hour

1

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Unit Quantity Rate day

10

Amount Type 0

0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

1 0 Sub total of A = Sub total of A +B + C =

0

day

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type Jack hammer /Rock drill Air Compressor 0 0

3

Amount

Type

0

0

3 0 Sub total of C = Contractor's overhead expenses 15% =

0

hour

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Marshy Soil by Manual Means, Depth upto 3 m Labour (A)

Material (B)

Unit Quantity Rate day

15

Amount Type 0

0

1 0 Sub total of A = Sub total of A +B + C =

0

day

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type Tractor-trolley for removal. 0 0

6

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Marshy Soil by Mechanical Means Labour (A)

Unit Quantity Rate Amount Type day 4 0 0 day 0.08 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Material (B)

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tipper Hydraulic excavator 0 0

0 0 0

10 cum

Amount

0 0 0

10 cum

Amount

0 0 0

10 cum

Formworks (D)

Unit Quantity Rate hour

Amount

Formworks (D)

Unit Quantity Rate hour

90 cum

Formworks (D)

Unit Quantity Rate

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Hard Rock ( blasting prohibited ) by Mechanical Means Labour (A)

0

Formworks (D)

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Hard Rock ( requiring blasting ) by Manual Means Unit Quantity Rate

0 0

Unit Quantity Rate Amount hour 1 0 hour 0.3 0 Sub total of C = Contractor's overhead expenses 15% =

Amount

0 0 0

10 cum

Formworks (D)

Type

Unit Quantity Rate

Amount

0 0 0 0

Sub total of D = Norms Rate = Unit Rate =

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Back Filling in Marshy Foundation Pits

0 0 0

18 cum

Description of Work:

Spec. cl. No: 907 Norms No. Type 9.4.VI

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Back Filling in Marshy Foundation Pits Labour (A)

Unskilled

day

Skilled

day

Description of Work:

Spec. cl. No: 905 Norms No. Type 9.5 Unskilled Skilled

Description of Work:

Spec. cl. No: 909 Norms No. Type 9.6 Unskilled Skilled

Description of Work:

Spec. cl. No: 909,910 Norms No. Type 9.7 Unskilled Skilled

Description of Work:

Spec. cl. No: 909,910 Norms No. Type 9.8 Unskilled Skilled

Material (B)

Unit Quantity Rate 12

Amount Type 0

0

1 0 Sub total of A = Sub total of A +B + C =

0

Description of Work:

Amount Type Tractor-trolley for transportation

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Formworks (D)

Unit Quantity Rate hour

6

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

Stripping and Storing Top Soil, Stripping, storing of top soil by road side at 15 m internal and re-application on embankment slopes, cut slopes and other areas in localities where the available embankment Material is not conducive to plant growth as 300 cum per Drawing and Technical Specifications. Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 10 0 0 day 2 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate

Amount Type Dozer

Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate hour 6

Formworks (D)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Stripping, Storing and Re-laying Top Soil from Borrow Areas in Agriculture Fields., Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels to the satisfaction of the farmer as per Drawing and Technical Specifications. Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 15 0 0 day 2 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate

Amount Type Dozer

Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate hour 6

Labour (A)

Type 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Unit Quantity Rate Amount Type day 10 0 0 Water day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Amount Type Unit Quantity Rate Amount 0 hour 6 0 0 Water tanker Roller hour 6 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Unit Quantity Rate day 4 day 1

Material (B)

0 0

Amount Type 0 Borrowpit material 0 Cost of water

Type

0 0

Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Labour (A)

Unit Quantity Rate Amount hour 6 0 hour 6 0 hour 3 0 hour 3 0 hour 12 0 hour 6 0 Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Amount Type 0 0 Cost of water 0 0

Amount Type 0 0 Vibratory roller

Unit Quantity Rate hour 6

0 0 0

3500 sqm

Amount

0 0 0

Type

Unit Quantity Rate

Amount

0 0 0 0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate KL 24

Amount

300 cum

Construction of Embankment with Material Deposited from Roadway Cutting, Providing, laying, spreading and compacting embankment with roadway cutting material and compact to the required density as per Drawing and Technical Specifications.( Manually) Unit Quantity Rate day 50 day 2

150 cum

Formworks (D)

Amount Type 0 Vibratory roller 0 Water tanker Motor grader Dozer Tractor with rotavator Hydraulic Excavator 0 0

0

0 0

Equipment (C)

Unit Quantity Rate cum 360 KL 72

0 0

Formworks (D)

Unit Quantity Rate KL 18

Construction of Embankment with Material obtained from Borrow pits, Providing, laying, spreading and compacting embankment with borrow material as per Drawing and Technical Specifications. Labour (A)

Amount

Formworks (D)

Amount 0

Preparation and Surface Treatment of Formation., Preparation and surface treatment of Formation by removing mud and slurry, watering to the extent needed to maintain desired moisture content , compacting all complete as per Drawing and Technical Specifications.

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 909,910 Norms No. Type 9.9.A Unskilled Skilled

Equipment (C)

Unit Quantity Rate

18 cum

0 0 0

100 cum

Formworks (D)

Amount 0

Type 0

Unit Quantity Rate

Amount

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 909,910 Norms No. Type 9.9.B Unskilled Skilled

Description of Work:

Labour (A)

Material (B)

Unit Quantity Rate day 10 day 1

0 0

Spec. cl. No: 908 Norms No. Type 9.11.A

Unskilled Skilled

Description of Work:

Spec. cl. No: 908 Norms No. Type 9.11.B

Unskilled Skilled

Description of Work:

Spec. cl. No: 908 Norms No. Type 9.11.C Unskilled Skilled

Sub total of D = Norms Rate = Unit Rate =

0 0

Amount Type 0 Cost of water 0

Equipment (C)

Unit Quantity Rate KL 72

0

Amount Type 0 Vibratory roller Water tanker Motor grader Dozer

Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate Amount hour 6 0 hour 12 0 hour 6 0 hour 6 0 Sub total of C = Contractor's overhead expenses 15% =

0 0

Labour (A)

Material (B)

Unit Quantity Rate day 10 day 1

Amount Type 0 0 Cost of water 0 0

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Material (B)

Unit Quantity Rate day

5

Amount Type

Type

0

day

0.2 0 Sub total of A = Sub total of A +B + C =

0 Cost of water

KL

0 Granular Material

1

Amount Type 0 0 0 0 0

cum

11 0 Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Labour (A)

Material (B)

day day

5

Amount Type

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0

0.2 0 Sub total of A = Sub total of A +B + C =

0 Cost of water

KL

0 Sand

1

Amount Type 0

cum

12 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Providing suitable material and Back filling behind abutment, wing wall and return wall complete as per Drawing and Technical Specifications., Locally available Material including compaction by tamping rod ( without watering) Labour (A)

Unit Quantity Rate Amount Type day 5 0 0 Cost of water day 0.2 0 0 compensation for Locally available Material Sub total of A = 0 Sub total of A +B + C = 0

Material (B)

Equipment (C)

Unit Quantity Rate Amount KL 1 0 cum 12 0 Sub total of B = Sub total of A + B + C + D=

Type

Amount

0 0 0

Amount

0 0 0

Formworks (D)

Unit Quantity Rate

Plate compactor/power hour 2.5 rammer

150 cum

10 cum

Equipment (C)

Unit Quantity Rate

0

10 cum

Providing suitable material and Back filling behind abutment, wing wall and return wall complete as per Drawing and Technical Specifications., Sandy Material

Unit Quantity Rate

0 0

Formworks (D)

Unit Quantity Rate

Plate compactor/power hour 2.5 rammer

Amount

0 0 0

Equipment (C)

Unit Quantity Rate

300 cum

Formworks (D)

Amount Type Unit Quantity Rate Amount 0 hour 6 0 0 Water tanker Vibratory road roller hour 6 0 Dozer hour 6 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Providing suitable material and Back filling behind abutment, wing wall and return wall complete as per Drawing and Technical Specifications., Granular Material Labour (A)

0

0 0 0 0

Equipment (C)

Unit Quantity Rate KL 12

0 0

0 0

Formworks (D)

Construction of Rock fill Embankment, Providing and laying of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular Material, rolled to required density all complete as per Drawing and Technical Specifications.

Sub total of A = Sub total of A +B + C =

Description of Work:

Sub total of C = Contractor's overhead expenses 15% =

0 0

Construction of Embankment with Material Deposited from Roadway Cutting, Providing, laying, spreading and compacting embankment with roadway cutting material and compact to the required density as per Drawing and Technical Specifications. (With machine)

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 909,910 Norms No. Type 9.10' Unskilled Skilled

Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate

0 Tamping 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Amount

0 0 0

10 cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0 0 0

Sub total of D = Norms Rate = Unit Rate =

0 0 0

Description of Work:

Spec. cl. No: 908 Norms No. Type 9.11.D Unskilled Skilled

Description of Work:

Spec. cl. No: 909,910 Norms No. Type 9.12 Unskilled Skilled

Description of Work:

Spec. cl. No: 1003 Norms No. Type 10.1.A Unskilled Skilled

Description of Work:

Spec. cl. No: 1003 Norms No. Type 10.1.B Unskilled Skilled

Description of Work:

Spec. cl. No: 1003 Norms No. Type 10.2.A Unskilled Skilled

Description of Work:

Spec. cl. No: 1003 Norms No. Type 10.2.B Unskilled Skilled

Providing suitable material and Back filling behind abutment, wing wall and return wall complete as per Drawing and Technical Specifications., Locally available Material, with out watering and compaction by tamping rod Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 4 0 0 Locally available Material day 0.2 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate cum 12

0

Amount Type 0 Tamping

Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and laying of Filter media with granular Material/stone crushed aggregates to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 10 0 0 Cost of water day 1 0 0 Filter media Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount KL 1 0 cum 12 0 Sub total of B = Sub total of A + B + C + D=

Type 0 0 0 0

Amount

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Unit Quantity Rate Amount Type day 15 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Sub total of B = Sub total of A + B + C + D=

Amount Type Unit Quantity Rate Tractor-trolley / Truck hour 6 0 0

Labour (A)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type

0 0

Unit Quantity Rate Amount Type day 6 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tractor with ripper 0 0

Unit Quantity Rate hour 6

Labour (A)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Amount Type 0 0 0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Sub total of A = Sub total of A +B + C =

0 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Tipper Loader Tractor with ripper 0 0

0

Amount

0 0 0

Amount

0 0 0

600 sqm

Formworks (D)

Scarifying Existing road Surface to a depth of 50 mm by Mechanical Means, Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified Material with in all lifts and lead as per Drawing and Technical Specifications.

Unit Quantity Rate day 6 day 1

0 0

Formworks (D)

Unit Quantity Rate

Material (B)

Amount

600 sqm

Scarifying Existing road Surface to a depth of 50 mm by Mechanical Means, Scarifying the existing road surface to a depth of 50 mm and disposal of scarified Material with in all lifts and lead as per Drawing and Technical Specifications. Labour (A)

10 cum

Formworks (D)

Scarifying Existing road Surface to a Depth of 50 mm by Manual Means, Scarifying the existing granular road surface to a depth of 50mm and disposal of scarified Material with all lifts and leads within Right of way as per Drawing and Technical Specifications. Unit Quantity Rate Amount Type day 12 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

0

600 sqm

Equipment (C)

Unit Quantity Rate

0 0

Formworks (D)

Unit Quantity Rate

Scarifying Existing road Surface to a Depth of 50 mm by Manual Means, Scarifying the existing road surface to a depth of 50 mm and disposal of scarified Material with all lifts and leads as per Drawing and Technical Specifications. Labour (A)

Amount

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

10 cum

Formworks (D)

Unit Quantity Rate Amount hour 6 0 hour 6 0 hour 6 0 Sub total of C = Contractor's overhead expenses 15% =

Amount

0 0 0

3000 sqm

Formworks (D)

Type

Unit Quantity Rate

Amount

0 0 0 0 0

Sub total of D = Norms Rate = Unit Rate =

0 0 0

Description of Work:

Spec. cl. No: 1004 Norms No. Type 10.3.A Unskilled Skilled

Construction of Subgrade and Earthen Shoulders with approved Material ( capping layer), Providing and laying sub-grade and earthen shoulders with approved Material obtained from borrow pits with all lifts & leads as per Drawing and Technical Specifications. Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 6 0 0 Capping Layer Material day 1 0 0 Cost of water Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount cum 750 0 KL 72 0 Sub total of B = Sub total of A + B + C + D=

Type

600 sqm

Formworks (D)

Unit Quantity Rate

Amount

hour 6 0 0 Vibratory roller hour 6 0 0 Motor Grader Sub total of C = 0 Contractor's overhead expenses 15% = 0

Type

Unit Quantity Rate

Amount

0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

Description of Work:

Compacting Original Ground, Compacting original ground supporting sub-grade, Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers as per Drawing and Technical Specifications. 600 sqm Spec. cl. No: 1003, 1005 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount 10.4.I_a Unskilled day 5 0 0 Cost of water KL 24 0 hour 12 0 0 0 Vibratory roller Skilled day 1 0 0 Motor grader hour 6 0 0 Tractor with ripper hour 12 0 0 Sub total of A = Sub total of B = Sub total of C = Sub total of D = 0 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = Norms Rate = 0 0 0 0 Unit Rate = 0 Description of Work: Compacting Original Ground, Compacting original ground supporting embankment, Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, 600 sqm mixed with water at OMC and then compacted by rolling so as to achieve dry density as per Drawing and Technical Specifications. Spec. cl. No: 1003, 1005 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount

10.4.II_a Unskilled Skilled

Description of Work:

Spec. cl. No: 1006 Norms No. Type 10.5.A Unskilled Skilled

day

4

0

day

1 0 Sub total of A = Sub total of A +B + C =

Description of Work:

Description of Work:

Spec. cl. No: Norms No. Type 12.1.A Unskilled Skilled

KL

24

0

0

0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Vibratory roller

hour

Tractor with ripper

hour

12

0

0

6 0 Sub total of C = Contractor's overhead expenses 15% =

0 Sub total of D = Norms Rate = Unit Rate =

0 0

Lime Stabilization for Improving Sub-grade, Providing , laying and spreading available soil with 3 per cent slaked lime having minimum content of 70 per cent of CaO, mixing, grading and compacting at OMC to the desired density to form a layer of sub grade as per Drawing and Technical Specifications., By Mechanical Means Labour (A)

Unit Quantity Rate day 12 day 2

Material (B)

Amount Type 0 0 Cost of water 0 0 Lime

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 1006 Norms No. Type 10.5.B Unskilled Skilled

0 Cost of water

Equipment (C)

Amount Type Unit Quantity Rate Amount 0 hour 6 0 0 Vibratory roller 0 hour 6 0 0 Motor Grader Tractor with ripper and hour 12 0 rotator Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Type

Labour (A)

Material (B)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Labour (A)

Unit Quantity Rate Amount hour 6 0 hour 6 0 Sub total of C = Contractor's overhead expenses 15% =

0 0

0 0

0 0

Material (B)

0 0

Amount Type 0 Cost of water 0 Sub-base Material S1 type or S2 type

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate KL 18 cum 384

0 0

Amount Type 0 Tractor /Loader 0 Vibratory roller Motor Grader

Unit Quantity Rate hour 12 hour 12 hour 6

0 0 0

150 sqm

Formworks (D)

Type 0 Motor Grader 0 Vibratory roller

Providing and laying granular sub-base on prepared surface, mixing at OMC, and compacting to achieve the desired density, complete as per Drawing and Technical Specifications., By Mechanical means

Unit Quantity Rate day 12 day 2

Amount

0

Equipment (C)

Unit Quantity Rate Amount KL 36 0 tonne 8 0 Sub total of B = Sub total of A + B + C + D=

600 sqm

0 0

Lime Stabilization for Improving Sub-grade, Providing , laying and spreading available soil with 3 per cent slaked lime having minimum content of 70 per cent of CaO, mixing, grading and compacting at OMC to the desired density to form a layer of sub grade as per Drawing and Technical Specifications., By Manual Means Unit Quantity Rate Amount Type day 50 0 0 Cost of water day 3 0 0 Lime Sub total of A = 0 Sub total of A +B + C = 0

0

Formworks (D)

Unit Quantity Rate KL 72 tonne 15.75

0 0

0 0

Amount

0 0 0

300 cum Formworks (D)

Amount 0 0 0

Type 0 0 0

Unit Quantity Rate

Amount

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: Norms No. Type 12.1.B Unskilled Skilled

Description of Work:

Spec. cl. No: Norms No. Type 12.2 Unskilled Skilled

Spec. cl. No: Norms No. Type 12.3 Unskilled Skilled

Description of Work:

Spec. cl. No: Norms No. Type 12.4 Unskilled Skilled

Description of Work:

Spec. cl. No: Norms No. Type 12.5 Unskilled Skilled

Description of Work:

Spec. cl. No: Norms No.

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and laying granular sub-base on prepared surface, mixing at OMC, and compacting to achieve the desired density, complete as per Drawing and Technical Specifications., By manual Means Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 60 0 0 Cost of water day 2 0 0 Sub-base Material S1 type or S2 type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount KL 23 0 cum 256 0 Sub total of B = Sub total of A + B + C + D=

Type

Labour (A)

Unit Quantity Rate day 15 day 3

Unit Quantity Rate

Amount

hour 6 0 0 Vibratory roller 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Amount Type 0 0 Cost of water 0 0 Cement soil/ borrowpit material

300 cum

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate day 15

Material (B)

Amount Type 0 Cost of water Material for sub-base course/ base course as per grading day 3 0 0 requirement Cement Sub total of A = 0 Sub total of A +B + C = 0 0

Type

0

cum

0

384

Amount Type 0 Tractor / Loader Vibratory roller

24 0 Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Unit Quantity Rate hour 12

0

0

hour

0

0

6

Amount

Type

Unit Quantity Rate

Labour (A)

Material (B)

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type Tractor-trolley

Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate hour 6

Material (B)

Unit Quantity Rate Amount Type day 21 0 0 Cost of water day 3 0 0 Screening / coarse sand Sub total of A = 0 Sub total of A +B + C = 0

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate Amount KL 108 0 cum 720 0 Sub total of B = Sub total of A + B + C + D=

Type

Material (B)

Unit Quantity Rate

hour 6 0 0 Vibratory roller hour 6 0 0 Motor Grader Sub total of C = 0 Contractor's overhead expenses 15% = 0

Equipment (C)

0 0 0

300 cum

Amount

0 0 0

630 sqm

Amount

0 0 0

600 cum Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Drawing and Technical Specifications., By Manual Means, By using stone screening 13.2mm and Vibratory roller Labour (A)

Amount

Formworks (D)

Amount

Providing, laying, spreading and compacting screening / coarse sand of specified grade in uniform layer on a prepared surface and compacting to form a inverted Choke as per Drawing and Technical Specifications. Labour (A)

300 cum

0

Making 50 mm x 50 mm furrows, 50 mm deep, 450 to the center line of the road and at one meter interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated Material ., 25 mm deep furrow cutting

Unit Quantity Rate Amount Type day 8 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

0

Formworks (D)

0 hour 6 0 0 Motor Grader Sub total of C = 0 Contractor's overhead expenses 15% = 0

tonne

0 0

0 0 0 0

Equipment (C)

Unit Quantity Rate KL 72

Amount

Formworks (D)

Amount Type Unit Quantity Rate Amount 0 12 0 0 Tractor with rotavator hour 0 hour 6 0 0 Vibratory roller 0 hour 6 0 0 Motor Grader Excavator hour 6 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place , grading and compacting at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Drawing and Technical Specifications. Labour (A)

0

0

Unit Quantity Rate KL 72 tonne 21 cum 384

0 0

0 0

Formworks (D)

Providing, laying and spreading soil on a prepared sub grade, pulverizing, adding the designed quantity of cement to the spread soil, mixing in place , grading and compacting at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Drawing and Technical Specifications., For 4 per cent quantity of cement by weight of soil

Sub total of A = Sub total of A +B + C =

Description of Work:

Sub total of B = Sub total of A + B + C + D=

0 0

Formworks (D)

0 0 0

360 cum

Norms No.

Type

12.6.A_a Unskilled Skilled

Unit Quantity Rate

Amount Type

day

375

0

0 Cost of water

day

10

0

0 Stone Screening for 13.2 mm Aggregate (Grading as per specification)

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: Norms No. Type 12.6.A_b Unskilled Skilled

Spec. cl. No: Norms No. Type 12.6.A_c Unskilled Skilled

Spec. cl. No: Norms No. Type 12.6.A_d Unskilled Skilled

Spec. cl. No: Norms No. Type 12.6.B_a Unskilled Skilled

Unit Quantity Rate

Amount Type

day

375

0

0 Cost of water

day

10

0

0 Stone Screening for 13.2 mm Aggregate (Grading as per specification)

Spec. cl. No: Norms No. Type

0 0 0 0 0

Unit Quantity Rate

Vibratory roller

hour

12

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate KL

144

0

cum 57.6 0 cum 435.6 0 Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type Smooth 3 wheeled 0 steel roller 0 0 0 0

Unit Quantity Rate hour

Labour (A)

12

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

day

375

0

0 Cost of water

day

10

0

0 Stone Screening for 11.2 mm for grading-II Aggregate (Grading as per specification)

Equipment (C)

Unit Quantity Rate KL

144

Amount Type 0

cum 86.4 0 cum 435.6 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0

hour

12

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Drawing and Technical Specifications., By Manual Means, By using stone screening 11.2 mm for grading-II and Smooth 3 wheeled Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

day

375

0

0 Cost of water

day

10

0

0 Stone Screening for 11.2 mm for grading-II Aggregate (Grading as per specification)

Equipment (C)

Unit Quantity Rate KL

144

0

cum 86.4 0 cum 435.6 0 Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type Smooth 3 wheeled 0 steel roller 0 0 0 0

12

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Drawing and Technical Specifications., By Mechanical Means:, By using stone screening 13.2 mm for grading-II and vibratory roller Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

day

15

0

0 Cost of water

day

3

0

0 Stone screening for 13.2 mm for grading-I Aggregate (Grading as per specification)

Equipment (C)

Unit Quantity Rate KL

144

Amount Type 0

cum 57.6 0 cum 435.6 0 Sub total of B = Sub total of A + B + C + D=

0 0

Vibratory roller

6

Amount 0

Type

Labour (A)

0 hour 6 0 0 Motor grader 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Amount Type

Amount Type

0 0 0

360 cum

Amount

0 0 0

360 cum

Amount

0 0 0

360 cum

Unit Quantity Rate

Unit Quantity Rate

Amount

0 Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Amount

0

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Drawing and Technical Specifications., By Mechanical Means:, By using stone screening 13.2 mm for grading-II and Smooth 3 wheeled steel roller Unit Quantity Rate

360 cum

Formworks (D)

Unit Quantity Rate hour

0

Formworks (D)

Unit Quantity Rate hour

0 0

Formworks (D)

Unit Quantity Rate

Vibratory roller

Amount

Formworks (D)

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Drawing and Technical Specifications., By Manual Means, By using stone screening 11.2 mm for grading-II and Vibratory roller

Sub total of A = Sub total of A +B + C =

Description of Work:

Amount Type 0

Material (B)

Sub total of A = Sub total of A +B + C =

Description of Work:

144

cum 57.6 0 cum 435.6 0 Sub total of B = Sub total of A + B + C + D=

0 0

Labour (A)

Sub total of A = Sub total of A +B + C =

Description of Work:

KL

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Drawing and Technical Specifications., By Manual Means, By using stone screening 13.2mm and Smooth 3 wheeled steel roller

Sub total of A = Sub total of A +B + C =

Description of Work:

Unit Quantity Rate

0 0 0

360 cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

12.6.B_b Unskilled Skilled

day

15

0

0 Cost of water

day

3

0

0 Stone screening for 13.2 mm for grading-I Aggregate (Grading as per specification)

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: Norms No. Type 12.6.B_c Unskilled Skilled

Spec. cl. No: Norms No. Type 12.6.B_d Unskilled Skilled

Spec. cl. No: Norms No. Type 12.7_a Unskilled Skilled

Spec. cl. No: Norms No. Type 12.7_b Unskilled Skilled

Description of Work:

Spec. cl. No:

hour

12

0

0

0 steel roller hour 6 0 0 Motor grader 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

0 0

0 Sub total of D = Norms Rate = Unit Rate =

0 0

Amount Type 0 Cost of water 0 Stone screening for 11.2 mm for grading-II Aggregate (Grading as per specification)

Equipment (C)

Unit Quantity Rate Amount KL 144 0 cum 86.4 0 cum 435.6 0 Sub total of B = Sub total of A + B + C + D=

0 0

Type 0 Vibratory roller 0 Motor grader 0 0 0

Unit Quantity Rate hour 6 hour 6

Labour (A)

Type 0 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Unit Quantity Rate

Amount Type

day

15

0

0 Cost of water

day

3

0

0 Stone screening for11.2 mm for grading-II Aggregate (Grading as per specification)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Amount Type Unit Quantity Rate Amount Smooth 3 wheeled KL 144 0 hour 12 0 0 steel roller cum 86.4 0 hour 6 0 0 Motor grader cum 435.6 0 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Type

Unit Quantity Rate day 14 day 3

Material (B)

0 0

Amount Type 0 Cost of water 0 Below 5.6 mm 22.5 mm to 5.6 mm 63 mm to 45 mm i) For 53 mm maximum size Aggregate at site 0 0

Quantity Rate 36 166.68 151.06 157.46

Amount Type 0 0 0 0

0 0 0 0

Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Labour (A)

Amount Type 0 0 Cost of water 0 0 Below 5.6 mm 22.4 mm to 5.6 mm 45 mm to 22.5 mm ii) For 45 mm maximum size Aggregate at site Sub total of A = 0 Sub total of A +B + C = 0

Unit Quantity Rate

Amount

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Type

Quantity Rate 36 213.48 237.6 24.12

Amount Type 0 0 Vibratory roller 0 0 Motor grader 0 0 0 0

Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate hour 6 hour 6

0

360 cum

Amount

0 0 0

360 cum

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit KL cum cum cum

0 0

Formworks (D)

Providing and laying Crusher Run Macadam on a prepared surface, spreading and mixing , watering and compacting to form a layer of sub-base/Base course as per Drawing and Technical Specifications., By Mix in Place Method

Unit Quantity Rate day 14 day 3

Amount

0

Equipment (C)

Unit KL cum cum cum

360 cum

0

Providing and laying Crusher Run Macadam on a prepared surface, spreading and mixing , watering and compacting to form a layer of sub-base/Base course as per Drawing and Technical Specifications., By Mix in Place Method Labour (A)

0

Formworks (D)

Unit Quantity Rate

0 0

0 0

Formworks (D)

Amount 0 0

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Drawing and Technical Specifications., By Mechanical Means:, By using stone screening 11.2 mm for grading-II and Smooth 3 wheeled steel roller

Sub total of A = Sub total of A +B + C =

Description of Work:

Smooth 3 wheeled

0

cum 57.6 0 cum 435.6 0 Sub total of B = Sub total of A + B + C + D=

0 0

Labour (A)

Unit Quantity Rate day 15 day 3

Sub total of A = Sub total of A +B + C =

Description of Work:

144

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Drawing and Technical Specifications., By Mechanical Means:, By using stone screening 11.2 mm for grading-II and Smooth 3 vibratory roller

Sub total of A = Sub total of A +B + C =

Description of Work:

KL

Amount

0 0 0

360 cum

Formworks (D)

Amount

Type

0 0

0 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Providing and laying Median and Island above road level with approved Material deposited including compacted as per Drawing and Specifications. ( using material from Roadway excavation).

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

21 cum

Norms No. 12.8

Labour (A)

Type Unskilled Skilled

Description of Work:

Spec. cl. No: Norms No. Type 12.9 Unskilled Skilled

Description of Work:

Spec. cl. No: Norms No. Type

Description of Work:

Spec. cl. No: Norms No. Type 12.11 Unskilled Skilled

Material (B)

Unit Quantity Rate Amount Type day 9 0 0 Cost of water day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

0 0

Unit Quantity Rate hour 9

Formworks (D)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Providing and laying Median and Island above road level with approved Material deposited including compacted as per Drawing and Specifications. ( using material from borrow area). Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 6 0 0 Cost of water day 1 0 0 Soil/ borrowpit material Sub total of A = 0 Sub total of A +B + C = 0

Type

Amount

0 0 0

21 cum

Equipment (C)

Unit Quantity Rate Amount KL 6 0 cum 27 0 Sub total of B = Sub total of A + B + C + D=

Formworks (D)

Unit Quantity Rate

Amount

hour 9 0 0 Plate Compactor 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Type

Unit Quantity Rate

Amount

0 Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

"12.10" Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing and making footpath/separator of 150 mm compacted granular sub base and 25 mm thick cement concrete grade M 15, over laid with pre-cast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding Kerb channel as per Drawing and Technical Specifications. Labour (A)

Unit Quantity Rate day 45 day 8

Material (B)

Amount Type 0 0 Tiles size 300 x 300 mm and 25 mm thick 0 0 vi) Cost of water

pipes for drainage Pre-cast cement concrete tiles Cement Sand For cement plaster 1:3 Cement Sand Aggregate 12 mm For cement concrete grade M 15, ( 7.5 cum) 2.36 mm below 26.5 mm to 4.75 mm 53 mm to 26.5 mm For Granular sub base Material Sub total of A = Sub total of A +B + C =

Spec. cl. No: Norms No. Type 12.12 Unskilled Skill

Amount Type 0 0 Plate compactor

Sub total of B = Sub total of A + B + C + D=

PVC Pipes 200 mm dia

Description of Work:

Equipment (C)

Unit Quantity Rate KL 6

0 0

Equipment (C)

Unit Quantity Rate each 3300 KL 12

Amount Type 0 0 Concrete mixer 0 0 Vibratory Roller

meter 22.5

0

tonne 1.83 cum 3.84

0 0

0 0

tonne 1.88 cum 3.38 cum 6.75

0 0 0

0 0 0

cum 11.88 cum 26.73 cum 20.79

0 0 0

0 0 0

Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate hour 9 hour 1.25

Formworks (D)

Amount

Type

0 0

0 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Labour (A)

Amount Type 0 0 Cost of water 0 0 dust Block stone Sub total of A = 0 Sub total of A +B + C = 0

Material (B)

Sub total of D = Norms Rate = Unit Rate =

Type 0 Vibratory Roller 0 0 0 0

0 0 0

50 cum Equipment (C)

Unit Quantity Rate Amount KL 12 0 cum 16 0 cum 55 0 Sub total of B = Sub total of A + B + C + D=

Amount

0

Providing laying, spreading watering, levelling and compaction of Telford base ( Block pitching) as per Drawing and Technical Specifications.

Unit Quantity Rate day 120 day 60

300 cum

Unit Quantity Rate hour 6

Formworks (D)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

Description of Work:

Spec. cl. No: Norms No. Type 12.13.A.i Unskilled Skilled

Providing, laying, spreading and compacting stone aggregates of specific sizes to dry bound macadam including spreading in uniform thickness, hand packing, rolling and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, and compacting to the required density as per Drawing and Technical Specifications., By Manual Means, Grading-I Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

Spec. cl. No: Norms No. Type 12.13.A.i Unskilled i Skilled

180

0

0 Cost of water

KL

day

3

0

0 Binding Material Crushable type such as Moorum or Gravel for grading I &II Stone Screening Grading-I 63 mm to 45 mm /Grading-II 53 mm to 22.4 mm Aggregate Grading-I

cum 14.4 cum 105.59

0 0 #NAME? #NAME?

cum 217.8

#NAME? #NAME?

Spec. cl. No: Norms No. Type 12.14.A Unskilled Skilled

Labour (A)

Amount Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

72

Amount Type

180

0

0 Cost of water

KL

day

3

0

0 Binding Material Crushable type such as Moorum or Gravel for grading I &II Stone Screening Grading-II 53 mm to 22.4 mm Aggregate Grading-II

cum 14.4 cum 52.8

0 0 #NAME? #NAME?

cum 217.8

#NAME? #NAME?

0

0

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Labour (A)

Unit Quantity Rate day 10 day 3

Material (B)

0 0

Amount Type 0 Cost of water 0 2.36 mm to 75 micron 22.4 mm to 2.36 mm

Vibratory roller

hour

Labour (A)

6

Amount 0

Type

Unit Quantity Rate

Material (B)

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Equipment (C)

Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type KL 18 0 hour 6 0 0 0 Vibratory roller cum 89.1 #NAME? #NAME? Paver finisher hour 6 0 0 cum 118.8 #NAME? #NAME? Electric generator hour 6 0 0 Wet mix plant / other cum 89.1 #NAME? hour 9 0 0 #NAME? similar equipment Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Material (B)

Equipment (C)

225 cum

Formworks (D)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

225 cum

Formworks (D)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC laying in uniform layers in sub- base / base course on well prepared surface and compacting to achieve required density as per Drawing and Technical Specifications., Sub Base course with S1 material Labour (A)

Amount

0

Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type KL 18 #NAME? #NAME? Vibratory roller hour 6 0 0 cum 89.1 #NAME? #NAME? Paver finisher hour 6 0 0 cum 118.8 #NAME? #NAME? Electric generator hour 6 0 0 Wet mix plant / other cum 89.1 #NAME? hour 9 0 0 #NAME? similar equipment Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Amount Type 0 0 Cost of water 0 0 2.36 mm to 75 micron 22.4 mm to 2.36 mm

180 cum

Formworks (D)

Unit Quantity Rate

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC laying in uniform layers in sub- base / base course on well prepared surface and compacting to achieve required density as per Drawing and Technical Specifications., Base course with B2 material Unit Quantity Rate day 10 day 3

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC laying in uniform layers in sub- base / base course on well prepared surface and compacting to achieve required density as per Drawing and Technical Specifications., Base course with B1 material

45 mm to 22.4 mm

Spec. cl. No: Norms No.

Type

0

day

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Amount

Equipment (C)

Unit Quantity Rate

45 mm to 22.4 mm

Spec. cl. No: Norms No. Type 12.14.B Unskilled Skilled

Unit Quantity Rate

Material (B)

Unit Quantity Rate

180 cum

Formworks (D)

Providing, laying, spreading and compacting stone aggregates of specific sizes to dry bound macadam including spreading in uniform thickness, hand packing, rolling and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, and compacting to the required density as per Drawing and Technical Specifications., By Manual Means, Grading-II

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

0

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

72

Amount Type

day

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Equipment (C)

Formworks (D)

225 cum

Norms No. Type 12.14.C Unskilled Skilled

Unit Quantity Rate day 15 day 3

0 0

Amount Type 0 Cost of water 0 2.36 mm to 75 micron 22.4 mm to 2.36 mm

Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type KL 18 0 hour 6 0 0 0 Vibratory roller cum 89.1 #NAME? #NAME? Paver finisher hour 6 0 0 cum 118.8 #NAME? #NAME? Electric generator hour 6 0 0 Wet mix plant / other cum 89.1 #NAME? hour 9 0 0 #NAME? similar equipment Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

45 mm to 22.4 mm Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: Norms No. Type 12.14.D Unskilled Skilled

Labour (A)

Material (B)

Unit Quantity Rate day 15 day 3

Amount Type 0 0 Cost of water 0 0 2.36 mm to 75 micron 22.4 mm to 2.36 mm

Labour (A)

Material (B)

Amount Type 0 0 Cost of water 0 0 Bitumen ( cutback) MC 30 ( for WBM)

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 1302 Norms No. Type 13.1.A_b Unskilled Skilled

Description of Work:

Equipment (C)

Labour (A)

Amount Type Unit Quantity Rate Amount 0 hour 8 0 0 Generator 0 hour 8 0 0 Boiler Bitumen distributor hour 6 0 Air compressor hour 8 0 Mechanical broom hour 8 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Material (B)

Unit Quantity Rate

Amount Type

day

50

0

0 Cost of water

Type

Unit Quantity Rate

day

3

0

0

KL

Bitumen (cut back )MC 70 ( for stabilized soil base/ crusher run macadam)

10

tonne 5.25

Amount Type 0 0

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Labour (A)

Material (B)

Amount Type 0 0 Cost of water 0 0 Bitumen ( cutback) MC 30 ( for WBM)

Unit Quantity Rate

Amount

Type

Generator

hour

8

0

0

Boiler

hour

8

0

0

Bitumen distributor Air compressor Mechanical broom

hour hour hour

6 0 8 0 8 0 Sub total of C = Contractor's overhead expenses 15% =

0 0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Sub total of A = Sub total of A +B + C =

0 0

Equipment (C)

Unit Quantity Rate KL 10 tonne 1.1

0 0 0

lit

Formworks (D)

, Prime Coat, with MC 30 / 70 by Bitumen , by manual means, Providing and applying prime coat with Hot Bitumen(including cutter) on prepared surface of granular base including cleaning of road surface and spraying at specified rate by manual means as per Technical Specification . , Bitumen ( cutback) MC 30 ( for WBM) Unit Quantity Rate day 100 day 3

Amount

0 0 0 0 0

Equipment (C)

Unit Quantity Rate

lit

Formworks (D)

Unit Quantity Rate KL 10 tonne 5.25

0 0

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Prime Coat, Prime Coat, with MC 30 / 70 by Mechanical Means, Providing and applying prime coat with Hot Bitumen ( including cutter) on prepared surface of granular base including cleaning of road surface and spraying by mechanical means as per Technical Specification ., Bitumen ( cutback) MC 30 ( for stabilized soil base/ crusher run macadam)

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 1302 Norms No. Type 13.1.B Unskilled Skilled

Unit Quantity Rate

Prime Coat, Prime Coat, with MC 30 / 70 by Mechanical Means, Providing and applying prime coat with Hot Bitumen ( including cutter) on prepared surface of granular base including cleaning of road surface and spraying by mechanical means as per Technical Specification ., Bitumen ( cutback) MC 30 ( for WBM) Unit Quantity Rate day 50 day 3

225 cum

Formworks (D)

Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type KL 18 0 hour 6 0 0 0 Vibratory roller cum 89.1 #NAME? #NAME? Paver finisher hour 6 0 0 cum 118.8 #NAME? #NAME? Electric generator hour 6 0 0 Wet mix plant / other cum 89.1 #NAME? hour 9 0 0 similar equipment #NAME? Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

45 mm to 22.4 mm

Description of Work:

Equipment (C)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC laying in uniform layers in sub- base / base course on well prepared surface and compacting to achieve required density as per Drawing and Technical Specifications., Sub Base course with S2 material

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 1302 Norms No. Type 13.1.A Unskilled Skilled

Unit Quantity Rate

Amount Type Unit Quantity Rate Amount 0 hour 8 0 0 Generator 0 hour 8 0 0 Boiler Bitumen sprayer hour 6 0 Tractor hour 6 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Amount

0 0 0

lit

Formworks (D)

Type

Unit Quantity Rate

Amount

0 0 0 0 0 0

Sub total of D = Norms Rate = Unit Rate =

0 0 0

Description of Work:

Spec. cl. No: 1302 Norms No. Type 13.1.B_b Unskilled Skilled

, Prime Coat, with MC 30 / 70 by Bitumen , by manual means, Providing and applying prime coat with Hot Bitumen(including cutter) on prepared surface of granular base including cleaning of road surface and spraying at specified rate by manual means as per Technical Specification . , Bitumen (cut back )MC 70 ( for stabilized soil base/ crusher run macadam) Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

day

100

0

0 Cost of water

day

3

0

0

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 1302 Norms No. Type 13.1.C Unskilled Skilled

Description of Work:

Description of Work:

Spec. cl. No: 1302 Norms No. Type 13.2.A Unskilled Skilled

Description of Work:

10

tonne 1.1

Amount Type 0 0

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Unit Quantity Rate

Amount

Type

Generator

hour

8

0

0

Boiler

hour

8

0

0

Bitumen sprayer Tractor

hour hour

6 0 6 0 Sub total of C = Contractor's overhead expenses 15% =

0 0

0 0

Material (B)

Amount Type 0 0 Cost of water 0 0 Bitumen emulsion

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Amount Type Unit Quantity Rate Amount 0 6 0 0 Emulsion distributor hour 0 hour 8 0 0 Air compressor Mechanical broom hour 8 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

0 0

Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 80 0 0 Cost of water day 3 0 0 Bitumen emulsion Sub total of A = 0 Sub total of A +B + C = 0

Type

Type

Unit Quantity Rate

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Labour (A)

Material (B)

Amount Type 0 0 Bitumen (paving grade) 0 0

Amount

hour 6 0 0 Emulsion sprayer hour 6 0 0 Tractor trolley Sub total of C = 0 Contractor's overhead expenses 15% = 0

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Labour (A)

Amount Type Unit Quantity Rate Amount 0 hour 6 0 0 Generator Boiler hour 6 0 Bitumen distributor hour 6 0 Air compressor hour 6 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Material (B)

Amount Type 0 0 Bitumen (paving grade) 0 0

0 0

0 0 0

lit

Amount Type Unit Quantity Rate Amount 0 hour 8 0 0 Generator Boiler hour 8 0 Bitumen sprayer hour 6 0 Tractor hour 6 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Amount

0 0 0

Formworks (D)

Type

Unit Quantity Rate

Amount

0 0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

lit

Equipment (C)

Unit Quantity Rate tonne 1.1

Amount

lit

, Tack coat with Bitumen by Manual Means, Providing and applying tack coat with hot Bitumen at the specified rate the prepared surfaces including cleaning as per Technical Speciation .

Unit Quantity Rate day 40 day 3

lit

0 0

Equipment (C)

Unit Quantity Rate tonne 5.25

0 0

0

Formworks (D)

Tack Coat, Tack coat with Bitumen By Mechanical Means, Providing and applying tack coat with hot Bitumen at specified rate on the prepared non-bituminous surfaces including cleaning as per Technical Speciation .

Unit Quantity Rate day 20 day 3

0 0

0 0 0

Equipment (C)

Unit Quantity Rate Amount KL 10 0 tonne 1.1 0 Sub total of B = Sub total of A + B + C + D=

Amount

Formworks (D)

Unit Quantity Rate KL 10 tonne 5.25

, Prime Coat with emulsion, for manual works, Providing and applying primer coat with Bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at specified rate as per Technical Specification.

Sub total of A = Sub total of A +B + C =

Description of Work:

KL

Bitumen (cut back )MC 70 ( for stabilized soil base/ crusher run macadam)

Labour (A)

Unit Quantity Rate day 40 day 3

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 1302 Norms No. Type 13.2.B Unskilled Skilled

Unit Quantity Rate

lit

Formworks (D)

, Prime Coat, with Emulsion by Mechanical Means, Providing and applying primer coat with Bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at specified rate using mechanical means as per Technical Specification .

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 1302 Norms No. Type 13.1.D Unskilled Skilled

Equipment (C)

Formworks (D)

Type

Unit Quantity Rate

Amount

0 0 0 0 0 0

, Tack coat with Emulsion By Mechanical Means, Providing and applying tack coat with Bitumen emulsion at specified rate on the prepared non-bituminous surfaces including cleaning as per Technical Speciation .

Sub total of D = Norms Rate = Unit Rate =

0 0 0

lit

Description of Work:

Spec. cl. No: 1302 Norms No. Type 13.2.C Unskilled Foreman

Description of Work:

Spec. cl. No: 1302 Norms No. Type 13.2.D Unskilled Skilled

Description of Work:

Spec. cl. No: 1307 Norms No. Type 13.3 Unskilled Skilled

, Tack coat with Emulsion By Mechanical Means, Providing and applying tack coat with Bitumen emulsion at specified rate on the prepared non-bituminous surfaces including cleaning as per Technical Speciation . Labour (A)

Material (B)

Unit Quantity Rate day 20

Amount Type 0 0 Bitumen emulsion

day

0

0

Sub total of A = Sub total of A +B + C =

0 0

2

Spec. cl. No: Norms No. Type

Description of Work:

Spec. cl. No: 1307 Norms No. Type 13.3_a Unskilled Skilled

Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 20 0 0 Cost of water day 2 0 0 Bitumen emulsion Sub total of A = 0 Sub total of A +B + C = 0

Spec. cl. No: Norms No. Type

Formworks (D)

Type

Unit Quantity Rate

0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate Amount KL 1 0 tonne 1.1 0 Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate Amount hour 6 0 hour 6 0 Sub total of C = Contractor's overhead expenses 15% =

Labour (A)

Unit Quantity Rate day 14 day 7

0 0

0 0

0 0

Type

Unit Quantity Rate

Amount

0 0 0

cum

Formworks (D)

Unit Quantity Rate

0 0

0

lit

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Amount Type Unit Quantity Rate Amount Pneumatic Roller hour 6 0 tonne 7.43 0 hour 6 0 0 Generator Paver finisher hour 6 0 Air compressor hour 6 0 Batch mix HEMP hour 6 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

0 0

Formworks (D)

Type 0 Hand sprayer 0 Boiler

Material (B)

Amount Type 0 0 Grading I ( 40 mm nominal size ) 0 0 Bitumen

Amount

0

Bituminous Macadam, Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per specification premixed with bituminous binder, laid over a previously prepared surface as per Drawing and Technical Specifications. , Grading I ( 40 mm nominal size ) Type

Unit Quantity Rate

Amount

0 0 0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

freshly laid tack coat Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Bituminous Macadam, Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per specification premixed with bituminous binder, laid over a previously prepared surface as per Drawing and Technical Specifications. , Grading II(19 mm nominal size) Labour (A)

Unit Quantity Rate day 14 day 7

Material (B)

0 0

Sub total of A = Sub total of A +B + C =

Description of Work:

Amount Type Unit Quantity Rate Amount 0 hour 6 0 0 Generator Emulsion pressure hour 6 0 distributor Air compressor hour 6 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

, Tack coat with Emulsion By Manual Means, Providing and applying tack coat with Bitumen emulsion at the specified rate the prepared surfaces including cleaning as per Technical Speciation .

Sub total of A = Sub total of A +B + C =

Description of Work:

Equipment (C)

Unit Quantity Rate tonne 5.25

lit

Amount Type 0 Grading II(19 mm nominal size) 0 Bitumen

Equipment (C)

Amount Type Unit Quantity Rate Amount Pneumatic Roller hour 6 0 tonne 7.43 0 hour 6 0 0 Generator Paver finisher hour 6 0 Air compressor hour 6 0 Batch mix HEMP hour 6 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Unit Quantity Rate

0 0

cum

Formworks (D)

Type

Unit Quantity Rate

Amount

0 0 0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

freshly laid tack coat Labour (A)

Unit Quantity Rate Amount Type Sub total of A = 0

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0

Unit Quantity Rate Amount Type Sub total of C = 0

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0

Sub total of A +B + C =

Description of Work:

Spec. cl. No: 1304 Norms No. Type 13.4.A Skilled Unskilled

Sub total of A + B + C + D=

0

Labour (A)

Material (B)

Unit Quantity Rate day 3 day 9

0 0

Amount Type 0 Key aggregates ( 22.4 - 2.8 mm) 0 Coarse aggregate ( 45 - 2.8 mm)

Labour (A)

Material (B)

Unit Quantity Rate day 3 day 12

Amount Type 0 0 Key aggregates ( 26.5 - 2.8 mm) 0 0 Coarse aggregate (63- 2.8 mm)

13.5

Unit Quantity Rate

Amount Type

day

5

0

0 Filler

Unskilled

day

16

0

0 Grading - I 40 mm (Nominal Size) Aggregate Bitumen

Description of Work:

Spec. cl. No: 1308 Norms No. Type 13.5_a

Equipment (C)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = 0

sqm

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = 0

cum

Formworks (D)

Amount Type Unit Quantity Rate Amount Type smooth wheeled hour 6 0 0 #NAME? tandem roller. Vibratory roller hour 6 0 0 Pneumatic Roller hour 6 0 0 tonne 9.56 0 hour 6 0 0 0 Generator Paver finisher hour 6 0 0 Batch mix HMP hour 6 0 0 Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME? tonne 4.31

sqm

Formworks (D)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: Norms No. Type

Equipment (C)

Material (B)

Skilled

Description of Work:

Unit Quantity Rate

Dense Graded Bituminous Macadam, Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder and filler as per Drawing and Technical Specifications., Grading - I 40 mm (Nominal Size) Labour (A)

0 0

Formworks (D)

Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type cum 81 #NAME? #NAME? Vibratory roller hour 12 0 0 cum 405 #NAME? #NAME? Bitumen distributor hour 6 0 0 Chips Spreader ( with tonne 22.7 0 hour 6 0 0 0 truck) Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Bitumen

Description of Work:

Equipment (C)

Bituminous Penetration Macadam, Providing and laying penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate with applications of bituminous binder and key aggregates as per Drawing and Technical Specifications., 75 mm thick

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 1308 Norms No. Type

Norms Rate = Unit Rate =

0

Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type cum 67.5 #NAME? #NAME? Vibratory roller hour 6 0 0 cum 270 #NAME? #NAME? Bitumen Distributor hour 6 0 0 Chips Spreader ( with tonne 15.3 0 hour 6 0 0 0 truck) Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Bitumen

Description of Work:

Contractor's overhead expenses 15% =

Bituminous Penetration Macadam, Providing and laying penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate with applications of bituminous binder and key aggregates as per Drawing and Technical Specifications., 50 mm thick

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 1304 Norms No. Type 13.4.B Skilled Unskilled

0

Unit Quantity Rate

Amount

#NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = 0

freshly laid tack coat Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Dense Graded Bituminous Macadam, Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder and filler as per Drawing and Technical Specifications., Grading - II 19 mm (Nominal Size) Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Skilled

day

5

0

0 Filler

Unskilled

day

16

0

0 Grading - II 19 mm (Nominal Size) Aggregate Bitumen

Equipment (C)

Unit Quantity Rate tonne 4.31

tonne 9.56

Amount Type smooth wheeled 0 tandem roller. Vibratory roller Pneumatic Roller 0 0 Generator Paver finisher Batch mix HMP 0

cum

Formworks (D)

Unit Quantity Rate

Amount

Type

hour

6

0

0

hour hour hour hour hour

6 6 6 6 6

0 0 0 0 0

0 0 0 0 0

Unit Quantity Rate

Amount

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: Norms No. Type

Description of Work:

Spec. cl. No: 1309 Norms No. Type 13.6 Skilled Unskilled

Sub total of B = Sub total of A + B + C + D=

0 0

Spec. cl. No: Norms No. Type

Description of Work:

Spec. cl. No: 1309 Norms No. Type 13.6_a Skilled Unskilled

Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Spec. cl. No: Norms No. Type

Description of Work:

Spec. cl. No: 1303 Norms No. Type 13.7.A.I Skilled Unskilled

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

0 0 0

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Bituminous Concrete / Asphalt Concrete, Providing and laying Bituminous concrete/ Asphalt concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler as per Drawing and Technical Specifications, Grading - I-19 mm (Nominal Size) Labour (A)

Unit Quantity Rate day 5 day 15

Material (B)

Amount Type 0 0 Filler 0 0 * Grading - I-19 mm (Nominal Size) ii) Aggregate i) Bitumen

Equipment (C)

cum

Formworks (D)

Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type tonne 2.83 #NAME? #NAME? Pneumatic Roller hour 6 0 0 Smooth wheeled roller hour 12 0 0 Generator hour 6 0 0 tonne 12.94 #NAME? #NAME? Paver finisher hour 6 0 0 Batch mix HMP hour 6 0 0 Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = 0

freshly laid tack coat Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Bituminous Concrete / Asphalt Concrete, Providing and laying Bituminous concrete/ Asphalt concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler as per Drawing and Technical Specifications, Grading - II-13 mm (Nominal Size) Labour (A)

Unit Quantity Rate day 5 day 15

Material (B)

Amount Type 0 0 Filler 0 0 Grading - II-13 mm (Nominal Size) ii) Aggregate i) Bitumen

Sub total of A = Sub total of A +B + C =

Description of Work:

Sub total of C = Contractor's overhead expenses 15% =

freshly laid tack coat

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

0 0

Equipment (C)

Unit Quantity Rate tonne 2.83

Amount Type Unit Quantity Rate Amount 0 hour 6 0 0 Pneumatic Roller Smooth wheeled roller hour 12 0 Generator hour 6 0 tonne 12.94 0 hour 6 0 0 Paver finisher Batch mix HMP hour 6 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

0 0

cum

Formworks (D)

Type

Unit Quantity Rate

Amount

0 0 0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

freshly laid tack coat Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of bituminous binder on prepared surface as per Drawing and Technical Specifications., MECHANICAL MEANS, 19 mm nominal chipping size Labour (A)

Unit Quantity Rate Amount Type day 3 0 0 Chips, 19 mm nominal size day 12 0 0 Sub total of A = 0

Material (B)

Equipment (C)

Unit Quantity Rate cum 102

Amount Type 0 0 Roller (pneumatic) Chip spreader Sub total of B = 0

Unit Quantity Rate Amount Type hour 12 0 0 hour 6 0 0 Sub total of C = 0

sqm

Formworks (D)

Unit Quantity Rate

Sub total of D =

Amount

0

Sub total of A +B + C =

Description of Work:

Spec. cl. No: 1303 Norms No. Type 13.7.A.II Skilled Unskilled

Description of Work:

Spec. cl. No: 1303 Norms No. Type 13.7.A.II Skilled I Unskilled

Description of Work:

Spec. cl. No: 1303 Norms No. Type 13.7.A.I Skilled V Unskilled

Description of Work:

Spec. cl. No: 1303 Norms No. Type 13.7.B.I Skilled Unskilled

Description of Work:

Spec. cl. No: 1303 Norms No. Type 13.7.B.II Skilled Unskilled

Description of Work:

Spec. cl. No: 1303 Norms No.

Sub total of A + B + C + D=

0

Contractor's overhead expenses 15% =

0

Norms Rate = Unit Rate =

0

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of bituminous binder on prepared surface as per Drawing and Technical Specifications., MECHANICAL MEANS, 13 mm nominal size chipping Labour (A)

Material (B)

Unit Quantity Rate day

3

Amount Type 0

day

12 0 Sub total of A = Sub total of A +B + C =

Equipment (C)

Unit Quantity Rate

0 Crushed stone chipping, 13 mm nominal size

cum

87

Amount Type 0

0

0 Sub total of B = Sub total of A + B + C + D=

0 0

hour

Chip spreader

hour

0 0

12

sqm

Formworks (D)

Unit Quantity Rate

Roller (pneumatic)

Amount

Type

0

0

6 0 Sub total of C = Contractor's overhead expenses 15% =

0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of bituminous binder on prepared surface as per Drawing and Technical Specifications., MECHANICAL MEANS, 10 mm nominal size chipping Labour (A)

Material (B)

Unit Quantity Rate day

3

Amount Type 0

day

12 0 Sub total of A = Sub total of A +B + C =

Equipment (C)

Unit Quantity Rate

0 Crushed stone chipping, 10 mm nominal size

cum 80.3

Amount Type 0

0

0 Sub total of B = Sub total of A + B + C + D=

0 0

hour

Chip spreader

hour

0 0

12

Labour (A)

Amount

Type

0

0

6 0 Sub total of C = Contractor's overhead expenses 15% =

0

Material (B)

day

3

Amount Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

0

day

12 0 Sub total of A = Sub total of A +B + C =

Equipment (C)

Unit Quantity Rate

0 Crushed stone chippings 6 mm nominal size

cum 48.2

Amount Type 0

0

0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0

hour

chip spreader

hour

12

Amount

Type

0

0

6 0 Sub total of C = Contractor's overhead expenses 15% =

0

Material (B)

Unit Quantity Rate day

3

Amount Type 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

day

12 0 Sub total of A = Sub total of A +B + C =

Equipment (C)

Unit Quantity Rate

0 Crushed stone chipping 19 mm nominal size

cum 10.2

0

0 Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type Add: 0.5 percent of 0 Labour for T&P Roller (pneumatic) 0 0

Labour (A)

Material (B)

day day

3

Amount Type 0

Unit Quantity Rate

Amount

12 0 Sub total of A = Sub total of A +B + C =

0 0 0

Type

Unit Quantity Rate

hour

6 0 Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Amount

0 0 0

sqm

Amount

0 Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Amount Type Unit Quantity Rate Amount Add: 0.5 per cent of cum 10.4 0 0 (a) Labour for T&P Roller (pneumatic) hour 2.25 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Equipment (C)

0 0 0

sqm

Formworks (D)

Type

Unit Quantity Rate

Amount

0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of bituminous binder on prepared surface as per Drawing and Technical Specifications., MANUAL MEANS, 10 mm nominal size chipping Labour (A)

0

0

Unit Quantity Rate

0 Crushed stone chipping, 13 mm nominal size

0 0

Formworks (D)

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of bituminous binder on prepared surface as per Drawing and Technical Specifications., MANUAL MEANS, 13 mm nominal size chipping Unit Quantity Rate

Amount

sqm

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of bituminous binder on prepared surface as per Drawing and Technical Specifications., MANUAL MEANS, 19 mm nominal size chipping Labour (A)

0

Formworks (D)

Unit Quantity Rate

Roller (pneumatic)

0 0

sqm

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of bituminous binder on prepared surface as per Drawing and Technical Specifications., MECHANICAL MEANS, 6.0 mm nominal size chipping Unit Quantity Rate

Amount

Formworks (D)

Unit Quantity Rate

Roller (pneumatic)

0 0

Formworks (D)

0 0 0

sqm

Norms No. Type 13.7.B.II Skilled I Unskilled

Description of Work:

Spec. cl. No: N/A Norms No. Type 13.8 Unskilled Skilled

Description of Work:

Spec. cl. No: 1311 Norms No. Type 13.9.A

Unit Quantity Rate day

3

Amount Type 0

day

12 0 Sub total of A = Sub total of A +B + C =

Labour (A)

Labour (A)

21

0

0 Paving bitumen or other as per Design

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 1310 Norms No. Type 13.10_a Skilled Unskilled

Unit Quantity Rate

0

Sub total of B = Sub total of A + B + C + D=

Sub total of D = Norms Rate = Unit Rate =

0 0

Labour (A)

Type

Unit Quantity Rate

Unit Quantity Rate

Amount Type

day

5

0

0 Crushed stone chipping, 13.2 mm to 5.6 mm

Sub total of D = Norms Rate = Unit Rate =

0 0

day

16

0

0 Bitumen

Unit Quantity Rate

Labour (A)

0

Material (B)

day

3

Amount Type 0

0 Sub total of D = Norms Rate = Unit Rate =

0 0

day

18 0 Sub total of A = Sub total of A +B + C =

0 Cationic Bitumen Emulsion 0 0

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate day 6 day 16

0 0

Amount Type 0 Stone crushed aggregates 11.2 mm to 0.09 0 * Bitumen

Type

0 0

Amount Type 0 Smooth wheeled 0 Paver finisher

Unit Quantity Rate hour 6 hour 6

Amount

0 0 0

sqm

Unit Quantity Rate

Amount

0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate cum 276.75 tonne 22.5

sqm

Formworks (D)

Amount Type Unit Quantity Rate Amount Smooth wheeled steel cum 24.3 0 hour 6 0 0 roller tonne 1.94 0 hour 6 0 0 Concrete mixer Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Material (B)

0

0 0 0

Close Graded Premix Surfacing/Mixed Seal Surfacing , Mechanical means using HMP of appropriate capacity ,, Providing and laying close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm or 13.2 mm to 0.09 mm aggregates using bitumen as wearing course on a previously prepared base, including mixing in a suitable plant as per Drawing and Technical Specifications., Type - A Labour (A)

0 0

0

Unit Quantity Rate

0 Crushed stone aggregates 13.2 mm to 5.6 mm

Amount

0

20 mm thick Open-Graded Premix Carpet using Bituminous (Paving bitumen / Modified bitumen) Binder, By Mechanical Means, Providing and laying open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates as wearing course on a previously prepared base as per drawing and Technical Specifications ., Open-Graded Premix Surfacing using cationic Bitumen Emulsion Unit Quantity Rate

sqm

Formworks (D)

Amount Type Unit Quantity Rate Amount Smooth wheeled/ hour 6 0 0 Tandem roller tonne 5.84 0 hour 6 0 0 Paver Generator hour 6 0 Hot mixed plant hour 6 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

0 0

0

0

Unit Quantity Rate 108

0 0

Formworks (D)

Type

Equipment (C)

cum

Amount

0 0

Equipment (C)

Amount Type Unit Quantity Rate Amount Roller (Smooth cum 13.5 0 hour 2 0 0 wheeled) Bitumen boiler oil tonne 0.73 0 hour 4 0 0 fired Mixer hour 4 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Material (B)

0

Formworks (D)

Unit Quantity Rate Amount hour 6 0 hour 6 0 Sub total of C = Contractor's overhead expenses 15% =

Unit Quantity Rate

0 0

0 0

cum

Amount Type 0 Mixture machine Bitumen boiler 0 0

Amount

0

20 mm thick Open-Graded Premix Carpet using Bituminous (Paving bitumen / Modified bitumen) Binder, By Mechanical Means, Providing and laying open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates as wearing course on a previously prepared base as per drawing and Technical Specifications ., Mechanical method using Hot Mix Plant

Sub total of A = Sub total of A +B + C =

Unskilled

Type 0

Equipment (C)

Unit Quantity Rate tonne 0.48

Amount Type

day

13.9.B.ii Skilled

Amount

hour 2.25 0 Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Unit Quantity Rate

Unskilled

Spec. cl. No: 1311 Norms No. Type

Unit Quantity Rate

20 mm thick Open-Graded Premix Carpet using Bituminous (Paving bitumen / Modified bitumen) Binder, Providing and laying open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates as wearing course on a previously prepared base as per drawing and Technical Specifications ., By Manual Means

0 Crushed stone chipping, 13.2 mm to 5.6 mm

Description of Work:

0 0

Material (B)

Unit Quantity Rate Amount Type day 24 0 0 Bitumen day 0.5 0 0 Sub total of A = 0 Sub total of A +B + C = 0

0

Unskilled

Amount Type Add: 0.5 per cent of 0 (a) Labour for T&P Roller (pneumatic)

Pre-coating Chips, Pre-coating of chips with 1 per cent of paving bitumen by weight of chips in a suitable mixer duly heated to 160 degree C as per Technical Specification

8

13.9.B.i Skilled

0

Sub total of B = Sub total of A + B + C + D=

0 0

day

Spec. cl. No: 1311 Norms No. Type

cum 10.4

0

Skilled

Description of Work:

Unit Quantity Rate

0 Crushed stone chipping, 13 mm nominal size

0 0 0

sqm

Formworks (D)

Amount 0 0

Type 0 0

Unit Quantity Rate

Amount

Loader Generator HMP Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 1310 Norms No. Type 13.10_b Skilled Unskilled

Description of Work:

Labour (A)

Material (B)

Unit Quantity Rate day 6 day 16

0 0

Amount Type 0 Stone crushed aggregates 13.2 mm to 0.09 mm 0 Bitumen Type - B

Description of Work:

Skilled

Labour (A)

13.12.ii Unskilled Skilled

Amount Type 0 0 Crushed stone chipping 0 0 Bitumen

Description of Work:

Amount Type 0 Smooth wheeled 0 Paver finisher Loader Generator HMP 0 0

Unit Quantity Rate Amount hour 6 0 hour 6 0 hour 6 0 hour 6 0 hour 6 0 Sub total of C = Contractor's overhead expenses 15% =

Labour (A)

Unit Quantity Rate day 8

0

Amount Type 0 Cost of water

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

day

0

0 Filler

1

Unit Quantity Rate

Labour (A)

Material (B)

Amount Type

day

7

0

0 Cost of water

day

1

0

0 Filler Fine aggregate 3 mm and below Binder

0

Type

Material (B)

Equipment (C)

sqm

Unit Quantity Rate

Amount

0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Amount Type Unit Quantity Rate Amount Mobile slurry seal KL 12 0 hour 6 0 0 equipment tonne 2.64 0 hour 6 0 0 Air compressor cum 74.8 0 hour 6 0 0 Mechanical broom tonne 17.16 0 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Amount

0

0 0 0

sqm

Formworks (D)

Type

Unit Quantity Rate

Amount

0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface as per Drawing and Technical Specifications., 1.5 mm thickness Labour (A)

0

Formworks (D)

Unit Quantity Rate

0 0

0 0

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = 0

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface as per Drawing and Technical Specifications., 3 mm thickness Unit Quantity Rate

Amount

Formworks (D)

Equipment (C)

Amount Type Unit Quantity Rate Amount 6 0 0 Pneumatic tired roller hour Mobile slurry seal tonne 3.52 0 hour 6 0 0 equipment cum 102.08 0 hour 6 0 0 Air compressor tonne 19.36 0 hour 6 0 0 Mechanical broom Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

0 0

sqm

sqm Equipment (C)

Unit Quantity Rate KL 12

0

Formworks (D)

Type

Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type cum 47.16 #NAME? #NAME? Roller hour 6 0 0 tonne 5.34 0 hour 6 0 0 0 Paver finisher Generator hour 3 0 0 HMP hour 3 0 0 Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Material (B)

0 0

0 0 0 0 0

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface as per Drawing and Technical Specifications., 5 mm thickness

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 1310 Norms No.

0 0

Material (B)

Unit Quantity Rate day 6 day 1

Sub total of A = Sub total of A +B + C =

Description of Work:

Sub total of D = Norms Rate = Unit Rate =

0 0

Seal Surfacing, Providing and laying seal coat sealing the voids in a bituminous surface as per Drawing and Technical Specifications.

Fine aggregate 4.75 mm Binder

Spec. cl. No: 1310 Norms No. Type

0 0 0

Equipment (C)

Unit Quantity Rate cum 276.75 tonne 19.48

Sub total of B = Sub total of A + B + C + D=

0 0

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 1310 Norms No. Type 13.12.i Unskilled

0 0

6 0 6 0 6 0 Sub total of C = Contractor's overhead expenses 15% =

Close Graded Premix Surfacing/Mixed Seal Surfacing , Mechanical means using HMP of appropriate capacity ,, Providing and laying close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm or 13.2 mm to 0.09 mm aggregates using bitumen as wearing course on a previously prepared base, including mixing in a suitable plant as per Drawing and Technical Specifications., Type - B

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 1310 Norms No. Type 13.11 Unskilled Skilled

Sub total of B = Sub total of A + B + C + D=

0 0

hour hour hour

Formworks (D)

0 0 0

sqm

Norms No.

Type

13.12.iii Unskilled Skilled

Unit Quantity Rate

Amount Type

day

7

0

0 Cost of water

day

1

0

0 Filler Fine aggregate 2.36 mm Binder

Sub total of A = Sub total of A +B + C =

Description of Work:

13.13

Unskilled

day

4

0

0 Bitumen emulsion

Skilled

day

1

0

0

Sub total of A = Sub total of A +B + C =

0 0

Labour (A)

13.13_a Unskilled

day

10

0

0 Bitumen emulsion

day

2

0

0 Crushed stone grit 3 mm

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

6

0

0 Aggregates size 6 to 0.075 mm

Unskilled

day

16

0

0 Aggregates size 9.5 to 6 mm Aggregates size 19 to 9.5 mm Filler (lime) Bitumen emulsion

Sub total of A = Sub total of A +B + C =

13.14.ii Skilled Unskilled

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Amount Type Unit Quantity Rate Amount Smooth wheeled steel hour 6 0 0 tandem roller cum 87 0 6 0 0 Pneumatic tired roller hour cum 75 0 hour 6 0 0 Paver finisher tonne 9 0 hour 6 0 0 Generator tonne 36 0 hour 6 0 0 Drum mix plant Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

0 0

0

Labour (A)

Material (B)

Amount Type

day

6

0

0 Aggregates size 6 to 0.075 mm

day

16

0

0 Aggregates size 19 to 6 mm Aggregates size 37.5 to 19 mm Filler (lime) Bitumen emulsion

Sub total of A = Sub total of A +B + C =

0 0

sqm

Unit Quantity Rate

Amount

0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

cum

Formworks (D)

Type

Unit Quantity Rate

Amount

0 0 0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Amount Type Unit Quantity Rate Amount Smooth wheeled steel cum 105 0 hour 6 0 0 tandem roller cum 90 0 6 0 0 Pneumatic tired roller hour cum 75 0 hour 6 0 0 Paver finisher tonne 9 0 hour 6 0 0 Generator Drum mix plant for tonne 36 0 hour 6 0 0 cold mixes Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

0

0

Bituminous Cold Mix ( Including Gravel Emulsion), Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type as per Drawing and Technical Specifications., Using bitumen emulsion and 19 mm or 26.5 mm nominal size aggregate Unit Quantity Rate

0 0

Formworks (D)

Type

Unit Quantity Rate 108

Amount

0 0

Equipment (C)

cum

0

sqm

Bituminous Cold Mix ( Including Gravel Emulsion), Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type as per Drawing and Technical Specifications., Using bitumen emulsion and 9.5 mm or 13.2 mm size aggregate Labour (A)

0 0

0

Equipment (C)

Amount Type Unit Quantity Rate Amount Bitumen emulsion tonne 8.67 0 tonne 6 0 0 pressure distributor cum 26.25 0 hour 6 0 0 Air compressor Mechanical broom hour 6 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Amount

Formworks (D)

Type

Unit Quantity Rate

0 0

day

Description of Work:

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Amount Type Unit Quantity Rate Amount Bitumen emulsion tonne 7.88 0 tonne 6 0 0 pressure distributor Air compressor hour 6 0 Mechanical broom hour 6 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Material (B)

Skilled

Spec. cl. No: 1313 Norms No. Type

Unit Quantity Rate

0 0

Unit Quantity Rate

Amount Type

Sub total of A = Sub total of A +B + C =

13.14.i

Type 0

Fog Spray, Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing as per Drawing and Technical Specifications., Blind the fog spray

Unit Quantity Rate

Description of Work:

0

Material (B)

Amount Type

Spec. cl. No: 1310 Norms No. Type

Spec. cl. No: 1313 Norms No. Type

12

Fog Spray, Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing as per Drawing and Technical Specifications.

Unit Quantity Rate

Skilled

Amount Type Unit Quantity Rate Amount Mobile slurry seal hour 6 0 0 equipment tonne 1.58 0 hour 6 0 0 Air compressor cum 43.3 0 hour 6 0 0 Mechanical broom tonne 12.67 0 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 KL

0 0

Spec. cl. No: 1310 Norms No. Type

Description of Work:

Unit Quantity Rate

0 0 0

cum

Formworks (D)

Unit Quantity Rate

Type

Unit Quantity Rate

Amount

0 0 0 0 0 0 0

Sub total of D = Norms Rate = Unit Rate =

0 0 0

Description of Work:

Spec. cl. No: 1313 Norms No. Type 13.14.iii Skilled Unskilled

Bituminous Cold Mix ( Including Gravel Emulsion), Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type as per Drawing and Technical Specifications., Using cutback bitumen and 9.5 mm or 13.2 mm nominal size aggregate Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

day

6

0

0 Aggregates size 6 to 0.075 mm

day

16

0

0 Aggregates size 9.5 to 6 mm Aggregates size 19 to 9.5 mm Filler (lime)

Amount Type Unit Quantity Rate Amount Smooth wheeled steel hour 6 0 0 tandem roller cum 93 0 6 0 0 Pneumatic tired roller hour cum 78 0 hour 6 0 0 Paver finisher tonne 9 0 hour 6 0 0 Generator Drum mix plant for tonne 22.5 0 hour 6 0 cold mixes 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 cum

Description of Work:

Spec. cl. No: 1313 Norms No. Type 13.14.iv Skilled Unskilled

0 0

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

day

6

0

0 Aggregates size 6 to 0.075 mm

day

16

0

0 Aggregates size 19 to 6 mm Aggregates size 37.5 to 19 mm Filler (lime)

Material (B)

Unit Quantity Rate day 6 day 16

0 0

0 Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

Sub total of B = Sub total of A + B + C + D=

0 0

13.16

Unskilled

day

Skilled

day

Labour (A)

Unit Quantity Rate

1

0

0 0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Unit Quantity Rate Amount hour 6 0 hour 12 0 hour 6 0 hour 6 0 hour 6 0 Sub total of C = Contractor's overhead expenses 15% =

0.01 0 Sub total of A = Sub total of A +B + C =

kg

0

cum

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

210

Amount Type Unit Quantity Rate Add 3 percent of 0 Labour component for 0 T&P

Amount

0 0 0

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0

0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Bitumen Cutter, Providing and mixing of Bitumen cutter as per design / direction of Engineer Labour (A)

Unit Quantity Rate

0 0

0 0 0 0 0

Equipment (C)

Unit Quantity Rate

0 Additive material

Amount

kg

Material (B)

Amount Type

cum

Formworks (D)

Amount Type 0 Vibratory roller 0 smooth wheeled roller 0 Paver finisher Generator Hot Mix Plant 0 0

0

0

Equipment (C)

Unit Quantity Rate cum 288.62 tonne 9 tonne 22.5

0 0

Formworks (D)

Type

Anti- Stripping agent, Providing and mixing of Anti stripping agent as per Design/ direction of Engineer

Unit Quantity Rate

Description of Work:

Amount Type 0 Sand of size 4.75 to 0.075 mm 0 Filler (lime) Bitumen

Amount

0 0 0

Equipment (C)

Amount Type Unit Quantity Rate Amount Smooth wheeled steel cum 114 0 hour 6 0 0 tandem roller cum 90 0 6 0 0 Pneumatic tired roller hour cum 75 0 hour 6 0 0 Paver finisher tonne 9 0 hour 6 0 0 Generator Drum mix plant for tonne 22.5 0 hour 6 0 0 cold mixes Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

0 0

Labour (A)

Spec. cl. No: 1300 Norms No. Type

Spec. cl. No: 1300 Norms No. Type

Unit Quantity Rate

Sand Asphalt Base Course, Providing, laying and rolling sand-asphalt base course composed of sand, mineral filler and bituminous binder on a prepared sub-grade or sub-base as per Drawing and Technical Specifications.

Sub total of A = Sub total of A +B + C =

Description of Work:

Type 0

Unit Quantity Rate

Cutback bitumen

Description of Work:

0

Bituminous Cold Mix ( Including Gravel Emulsion), Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type as per Drawing and Technical Specifications., Using cutback bitumen and 19 mm or 26.5 mm nominal size aggregate

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 1312 Norms No. Type 13.15. Skilled Unskilled

108

cum

Formworks (D)

Unit Quantity Rate

Cutback bitumen Sub total of A = Sub total of A +B + C =

Equipment (C)

Equipment (C)

Unit Quantity Rate

0

lit

Material (B)

Amount Type

0 0

Amount Type

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

13.17

Unskilled

day

Skilled

day

1

0

0.01 0 Sub total of A = Sub total of A +B + C =

0 Kerosene/ Diesel cutter

Lit

210

0

Add 3 percent of Labour component for 0 T&P

0

0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

Description of Work:

Modified Binder, Supply of modified binder (produced by mixing bitumen with modifier such as natural rubber or crumb rubber or any other polymer found compatible with bitumen) as per Specifications and direction of the Engineer. tonne Spec. cl. No: 1300 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount 13.18 Modified binder tonne 1 0 0 Sub total of A = Sub total of B = Sub total of C = Sub total of D = 0 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = Norms Rate = 0 0 0 0 Unit Rate = 0 Description of Work:

Spec. cl. No: 1315 Norms No. Type 13.19 Skilled Unskilled

Otta seal, Providing and laying Otta seal surface as wearing course in single coat using river bed shingles /aggregates of specified size ( 0- 16 mm) laid on prepared surface as per Drawing and Technical Specifications. Labour (A)

Material (B)

Unit Quantity Rate day 2 day 18

Amount Type 0 0 Crushed stone chipping, 0-16 mm size 0 0 Bitumen

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 1313 Norms No. Type 13.20.i

Amount Type Unit Quantity Rate Amount 0 24 0 0 Smooth wheeled roller hour 0 hour 6 0 0 Bitumen Sprayer Hydraulic self propelled chip hour 6 0 spreader Air compressor hour 6 0 Bitumen Boiler hour 4.2 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

0 0

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

6

0

0 Cost of water

Unskilled

day

12

0

0 Crushed stone aggregates 40 mm nominal size Bitumen emulsion

Sub total of A = Sub total of A +B + C =

13.20.ii Skilled Unskilled

0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Amount Type Unit Quantity Rate Amount Smooth wheeled steel hour 6 0 0 roller cum 297 0 6 0 0 Pneumatic tired roller hour tonne 20.25 0 hour 6 0 0 Paver finisher Generator hour 6 0 Cold mix plant hour 6 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 KL

0 0

6

0

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

day

6

0

0 Cost of water

day

12

0

0 Crushed stone aggregates 14 mm nominal size Bitumen emulsion

0 0

0 0 0

cum

Formworks (D)

Type

Unit Quantity Rate

Amount

0 0 0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Amount Type Unit Quantity Rate Amount Smooth wheeled steel KL 6 0 hour 6 0 0 roller cum 287 0 6 0 0 Pneumatic tired roller hour tonne 31.5 0 hour 6 0 0 Paver finisher Generator hour 6 0 Cold mix plant hour 6 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Amount

0

Recipe Cold Mix, Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tired roller initially and finished with a smooth steel wheel roller, all as per specifications., 40 mm thickness

Sub total of A = Sub total of A +B + C =

Description of Work:

Unit Quantity Rate

0 0

Unit Quantity Rate

day

Description of Work:

Formworks (D)

Type

Recipe Cold Mix, Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tired roller initially and finished with a smooth steel wheel roller, all as per specifications., 75 mm thickness

Skilled

Spec. cl. No: 1313 Norms No. Type

Equipment (C)

Unit Quantity Rate cum 67.2 tonne 6.43

sqm

0 0 0

cum

Formworks (D)

Unit Quantity Rate

Type

Unit Quantity Rate

Amount

0 0 0 0 0 0 0

Sub total of D = Norms Rate = Unit Rate =

Recipe Cold Mix, Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tired roller initially and finished with a smooth steel wheel roller, all as per specifications., 25 mm thickness

0 0 0

cum

Spec. cl. No: 1313 Norms No. Type 13.20.iii Skilled Unskilled

Recipe Cold Mix, Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tired roller initially and finished with a smooth steel wheel roller, all as per specifications., 25 mm thickness Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Description of Work:

Unskilled

Description of Work:

Spec. cl. No: 1403 Norms No. Type 14.5.B Unskilled Skilled

Description of Work:

Spec. cl. No: 1401 Norms No. Type 14.1 Unskilled Skilled

Description of Work:

Spec. cl. No: 1401 Norms No. Type 14.2.A Unskilled Skilled

Formworks (D)

Unit Quantity Rate

day

6

0

0 Cost of water

day

12

0

0 Crushed stone aggregates 6 mm nominal size Bitumen emulsion

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 1300 Norms No. Type 13.21 Skilled

Equipment (C)

Amount Type Unit Quantity Rate Amount Type Smooth wheeled steel KL 6 #NAME? hour 6 0 0 #NAME? roller cum 270 0 6 0 0 0 Pneumatic tired roller hour tonne 38.25 0 hour 6 0 0 0 Paver finisher Generator hour 6 0 0 Cold mix plant hour 6 0 0 Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Unit Quantity Rate

Unit Quantity Rate day 4

Material (B)

Equipment (C)

Amount Type Unit Quantity Rate Amount 0 Bitumen for coating of chips @ 2 % by weight kg 2.2 0 Pre-coated stone chips of 13 mm nominal size @ 0.005 cum day 40 0 0 cum 0.08 0 per 10 sqm Coarse aggregates 6.3 mm to 13.2 mm size @ 40 % cum 2.42 0 Lime stone dust @ 17.92 % tonne 1.58 0 Crusher stone dust @ 31.9 % cum 1.72 0 Bitumen @ 10.2 % by weight of mix tonne 0.86 0 Proportion of Material required for mastic asphalt with coarse aggregates Coarse aggregate(3.35 mm to 9.5 mm size) = 40 per cent . Base mastic (without coarse aggregates) = 60 per cent Sub total of A = Sub total of B = 0 Sub total of A +B + C = Sub total of A + B + C + D= 0 0

Type

0

0

hour

6

0

0

hour hour hour

6 1 1

0 0 0

0 0 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Bitumen boiler

0 0 Mastic cooker 0 Air compressor 0 Mechanical broom 0

0 0

Amount

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Brick work for footpath, Providing and laying flat brick over 60 mm thick sand bed in footpath including excavation sand bedding all complete as per specification. Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 4.00 0 0 sand day 1.50 0 0 Brick Sub total of A = 0 Sub total of A +B + C = 0

Type 0 0 0 0

Unit Quantity Rate

Amount

0 0 0

20 sqm

Equipment (C)

Unit Quantity Rate Amount cum 1.40 0 nos 750.00 0 Sub total of B = Sub total of A + B + C + D=

sqm

Formworks (D)

Unit Quantity Rate hour 1

0 Tractor

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = 0

Mastic Asphalt, Providing and laying 25 mm thick mastic asphalt wearing course excluding prime coat with paving grade bitumen including providing antiskid surface with bitumen pre-coated fine grained hard stone chipping at an spacing of 10 cm center to center in both directions all complete as per Drawing and Technical specifications. Labour (A)

cum

Formworks (D)

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Amount

0 0 0

Precast Cement Concrete M 20 Kerb , Providing and laying of /20 precast cement concrete Kerb 38 cm * 20 cm * 25 cm ( H*B*L) with 12 mm thick 1:3 cement sand mortar bedding and joints including foundation excavation levelling but excluding 400 meter foundation concrete for foundation or sand gravel material, all complete as per Drawing and Technical Specifications. Labour (A)

Material (B)

Equipment (C)

Formworks (D)

Unit Quantity Rate day 16.00 day 3.00

Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 0 0 Cost of water KL 0.20 0 hour 12.00 0 0 0 Concrete Mixer 0 0 Cement tonne 0.52 0 0 0 0 Kerb Casting Machine hour 6.00 Coarse sand 30 per cent cum 1.20 0 0 Precast / cast in situ concrete block of /20 Concrete ( 0.38 m * nos 1600.00 #NAME? 0.20 m * 0.25 m (H*B*L)) #NAME? Sub total of A = Sub total of B = #NAME? Sub total of C = 0 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Unit Quantity Rate

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Cast in Situ Cement Concrete or natural stone block for footpath, Providing and laying of precast / cast in situ 50 mm thick cement concrete slab footpath on 12 mm thick 1: 3 cement sand mortar over the prepared base, all complete as per Drawing and Technical Specifications. Labour (A)

Unit Quantity Rate day 4.00 day 1.50

Material (B)

Amount Type 0 0 Cost of water 0 0 Cement Coarse sand

Equipment (C)

Unit KL tonne cum

Quantity Rate 0.02 0.07 0.13

Amount Type 0 0 0

0 0 0

Unit Quantity Rate

Amount

10 sqm

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

Precast / cast in situ concrete block of M 20/20 ( 50 mm CC Block) Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 1401 Norms No. Type 14.2.B Unskilled Skilled

Description of Work:

Description of Work:

Spec. cl. No: 1401 Norms No. Type 14.4 Unskilled Skilled

Labour (A)

Description of Work:

Description of Work:

Spec. cl. No: 1506 Norms No. Type 15.11.ii Unskilled Skilled

#NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Unit Quantity Rate day 3.00 day 2.00

0 0

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Amount Type 0 Cost of water 0 Cement sand 50 mm thick natural stone slab

Equipment (C)

Unit KL tonne cum sqm

Quantity Rate Amount 0.02 0 0.07 0 0.13 0 11.00 0 Sub total of B = Sub total of A + B + C + D=

0 0

10 sqm

Type 0 0 0 0 0 0

Formworks (D)

Unit Quantity Rate

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Cast in Situ Cement Concrete Kerb , Providing and laying cement concrete Kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond Kerb stone, Kerb stone laid with Kerb laying machine, foundation concrete laid manually, all complete as per Drawing and Technical Specifications. Labour (A)

Material (B)

Unit Quantity Rate day 60.00 day 6.00

Amount Type 0 0 Cost of water 0 0 Cement Coarse sand Crushed stone aggregate 20 mm Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit KL tonne cum cum

Quantity Rate Amount 30.00 0 7.53 0 10.90 0 21.80 0 Sub total of B = Sub total of A + B + C + D=

Type Unit Quantity Rate hour 8.00 0 Concrete mixer 0 Kerb casting machine hour 8.00 0 0 0 0

Labour (A)

Type

0 0

0 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Unit Quantity Rate day 70.00 day 6.00

0 0

Amount Type 0 Cost of water 0 Cement Coarse sand Crushed stone aggregate 20 mm

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit KL tonne cum cum

Quantity Rate Amount 36.00 0 11.34 0 18.30 0 36.59 0 Sub total of B = Sub total of A + B + C + D=

0 0

Type

Labour (A)

Unit Quantity Rate

Amount

hour 18.00 0 0 Water tanker hour 18.00 0 0 Concrete mixer 0 0 Kerb casting machine hour 18.00 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Type 0 0 0 0

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Unit Quantity Rate day 7

0

day

0

2

Amount Type 0 Transportation and fixing at site

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

0 Lettering on km post Painting two coats on concrete surface Excavation in soil for foundation

Equipment (C)

Unit Quantity Rate

Amount Type Tractor-trolley

cm 1680 #NAME? letter #NAME? sqm 11.9 #NAME? #NAME? cum 2.38 0 0

Unit Quantity Rate hour 3

Amount

0 0 0

300 meter

Amount

0 0 0

Formworks (D)

Unit Quantity Rate

Material (B)

360 meter

10 sqm

Kilometer Stone, Providing and Fixing Reinforced cement concrete M 15 grade kilometer Post including painting and printing as per Standard Drawing-2070 and Technical Specifications. position, One kilometer post (precast) Labour (A)

0

0 0 0

Equipment (C)

Unit Quantity Rate Amount cum 0.70 0 nos 725.00 0 Sub total of B = Sub total of A + B + C + D=

0 0

Formworks (D)

Brick work for footpath, Providing and laying brick on edge over 60 mm thick sand bed in footpath including excavation sand bedding all complete as per Drawing and Technical Specifications.

Unit Quantity Rate Amount Type day 3.00 0 0 Coarse sand day 1.00 0 0 Brick Sub total of A = 0 Sub total of A +B + C = 0

Amount

Formworks (D)

Amount

Cast in Situ Cement Concrete M 20 Kerb with Channel, Providing and laying cement concrete Kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on grade foundation 150 mm thick, Kerb channel 300 mm wide, 50 mm thick in PCC grade, sloped towards the Kerb, Kerb stone with channel laid with Kerb laying machine, foundation concrete laid manually, all complete as specification.

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 1403 Norms No. Type 14.5.A Unskilled Skilled

#NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

, Providing and laying 25 mm thick Natural stone slab footpath on 12 mm thick 1: 3 cement sand mortar over the prepared base, all complete as per specification.

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 1401 Norms No. Type 14.3 Unskilled Skilled

sqm 11.00

Amount

0 0 0

14 no

Formworks (D)

Amount 0

Type 0

Unit Quantity Rate

Amount

Steel reinforcement as per standard drawing M-10 grade of concrete M-15 grade of concrete

kg 82.88 #NAME? #NAME? cum 2.38 #NAME? cum 1.4 #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 1501 Norms No. Type 15.1 Unskilled Skilled

Description of Work:

Spec. cl. No: 1501 Norms No. Type 15.2 Unskilled Skilled

Labour (A)

Material (B)

Unit Quantity Rate day 2

15.3.A

Unskilled Skilled / Blacksmith

Description of Work:

Spec. cl. No: 1502 Norms No. Type 15.3.B

Equipment (C)

4 no

Formworks (D)

Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 0 90 cm height equilateral triangle sqm 1 #NAME? #NAME? Tractor-trolley hour 3 0 0 Add 2 per cent of cost of angle iron towards cost of drilling day 1 0 0 0 holes, nuts, bolts etc. Angle iron 50 x 50 x 6 mm for hold fast including 5% kg 4.24 #NAME? wastage #NAME? Painting angle iron post two coats sqm 3.51 #NAME? #NAME? Cement concrete M 10 grade cum 0.11 #NAME? Excavation for foundation cum 0.21 0 0 Sub total of A = Sub total of B = #NAME? Sub total of C = 0 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Unit Quantity Rate

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Retro-Reflectorized Traffic Signs, Providing and fixing of retro- reflectorized warning, Regulatory and informatory sign as per specification clause 1501 made of high intensity grade sheeting , fixed over aluminum sheeting, 1.5 mm thick supported on a 50 mm internal dia steel tube or mild steel angle iron post 75 mm x 40 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 10/40 grade cement concrete 30 cm x 30 cm , 30 cm below ground level or as per Drawing and Technical Specifications. Labour (A)

Material (B)

Unit Quantity Rate day 3 day

1

Amount Type 0 0 90 cm height equilateral triangle Add 2 per cent of cost of angle iron towards cost of drilling 0 0 holes, nuts, bolts etc.

Equipment (C)

Unit Quantity Rate Amount Type sqm 2.4 #NAME? #NAME? Tractor-trolley

Unit Quantity Rate hour 3

Labour (A)

0

Type

Unit Quantity Rate

0

kg 204 #NAME? sqm 8.78 #NAME? cum 0.27 #NAME? cum 0.54 0 Sub total of B = Sub total of A + B + C + D=

#NAME? #NAME? 0 #NAME? #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Material (B)

Equipment (C)

Unit Quantity Rate

Unskilled

day

3

Skilled/ Blacksmith

day

2

0

0 Miscellaneous

Equipment (C)

Unit Quantity Rate

Amount Type 0

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Overhead Signs, Providing and erecting overhead signs with a corrosion resistant 2 mm thick aluminum alloy sheet reflectorized with micro prismatic retro-reflective type with vertical and lateral clearance as per drawing and installed as per Specification over a designed support system of aluminum alloy or galvanized steel trusses of sections and type as per structural design requirements , Drawing and Technical Specifications., Aluminum Alloy Plate for Over Head Sign Material (B)

1 tonne

Formworks (D)

Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Add 15 per cent on cost of Material for fabrication of trusses day 6 0 0 0 Truck hour 6 0 0 as per approved design Add 1 per cent on cost of Material for nuts, bolts and drilling day 1 0 0 0 Crane hour 6 0 0 and welding consumables Aluminum alloy/galvanized steel including 5 per cent wastage tonne 1.05 #NAME? #NAME? Sub total of A = Sub total of B = #NAME? Sub total of C = 0 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Amount Type Add 1 per cent of cost of Labour for lifting arrangement, like 0 0 ladders, pulleys, ropes etc.

Amount

0

Unit Quantity Rate

Labour (A)

10 no

Formworks (D)

Amount

Overhead Signs, Providing and erecting overhead signs with a corrosion resistant 2 mm thick aluminum alloy sheet reflectorized with micro prismatic retro-reflective type with vertical and lateral clearance as per drawing and installed as per Specification over a designed support system of aluminum alloy or galvanized steel trusses of sections and type as per structural design requirements , Drawing and Technical Specifications., Truss and Vertical Support

Unit Quantity Rate

Amount

0

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Non Reflective Traffic Signs, Providing and fixing of Non reflective warning, mandatory and informatory sign board of 2 mm thick MS Sheet with back support frame fixed on heavy 50 mm tube or Channel section of 75 mm X 40 mm firmly fixed to the ground by means of properly designed foundation with M 10/40 grade cement concrete 300 mm x 300 mm x 300 mm, l as per drawings and Technical Specification/ DOR Publication.

Aluminum sheeting fixed with encapsulated lens type reflective sheeting of size including lettering and signs as applicable Mild steel angle iron 75 x 40 x 6 mm, 3. m long @ 6.8 kg/m Painting angle iron post two coats Cement concrete M 10 grade Excavation for foundation

Spec. cl. No: 1502 Norms No. Type

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

10 sqm

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

Aluminum alloy plate, 2 mm thick, fixed with Retro reflective sqm sheeting Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Unit Quantity Rate

15.4

Unskilled

day

2

Skilled /Painter

day

3

Labour (A)

Material (B)

15.5

Unskilled Skilled/ Painter

Description of Work:

Spec. cl. No: 1509 Norms No. Type 15.6

0

0

Add for scaffolding @ 1 per cent of Labour cost where required Paint

0 0

Amount Type

Description of Work:

Description of Work:

Spec. cl. No: 1503 Norms No. Type 15.7.ii Unskilled

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Unit Quantity Rate

10 sqm Formworks (D)

Amount

Type

Unit Quantity Rate

0

liter

6 #NAME? #NAME? Sub total of B = 0 Sub total of A + B + C + D= 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Painting on Steel Surfaces, Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade as per Drawing and Technical Specifications. Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate

Amount Type Unit Quantity Rate Amount Type Add @ 5 per cent cost of Labour and Materials to prepare the day 1 0 0 surface by filling minutes roughness on the surface and 0 priming the surface before laying 2 coats of painting. day 1 0 0 Add @ 1 per cent on cost of Material for scaffolding 0 Paint liter 2.5 #NAME? #NAME? Sub total of A = Sub total of B = 0 0 Sub total of A +B + C = Sub total of A + B + C + D= 0 0

Unit Quantity Rate

Material (B)

Sub total of C = Contractor's overhead expenses 15% =

Unit Quantity Rate

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Labour (A)

Material (B)

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Unit Quantity Rate day 2

Material (B)

0

Amount Type 0 Road marking paint

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Unit Quantity Rate

Amount

0 0 0

10 sqm

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate Amount Type liter 1.48 #NAME? #NAME?

0

Formworks (D)

Amount

Painting Lines, Dashes, Arrows etc. on Roads in Two Coats, Providing required material and Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to NS 408/ IS 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per Drawing and Technical Specifications., Up to 10 cm in width Labour (A)

0 0

15 sqm

0 0

Equipment (C)

Unit Quantity Rate Amount Type liter 1.48 #NAME? #NAME?

Amount

Formworks (D)

Painting Lines, Dashes, Arrows etc. on Roads in Two Coats, Providing required material and Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to NS 408/ IS 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per Drawing and Technical Specifications., Over 10 cm in width Unit Quantity Rate Amount Type day 2 0 0 Road marking Paint as per NS 408/ IS :164 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

0

Formworks (D)

Amount

Equipment (C)

Unit Quantity Rate

0 0

20 sqm

Painting on Wood Surfaces, Providing and applying two coats of ready mix paint of approved brand on wood surface after thorough cleaning of surface to give an even shade as per Drawing and Technical Specifications. Labour (A)

Amount

0

Amount Type Unit Quantity Rate Amount Type Add @ 5 per cent cost of Labour and Materials to prepare the Unskilled day 1 0 0 surface by filling minutes roughness on the surface and 0 priming the surface before laying 2 coats of painting. Skilled / Painter day 1 0 0 Add @ 1 per cent on cost of Material for scaffolding 0 Paint liter 2.25 #NAME? #NAME? Sub total of A = Sub total of B = 0 0 Sub total of A +B + C = Sub total of A + B + C + D= 0 0

Spec. cl. No: 1503 Norms No. Type 15.7.i Unskilled Skilled/ Painter

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Equipment (C)

Amount Type Unit Quantity Rate Add @ 5 per cent cost of Labour and Materials to prepare the 0 0 surface by filling minutes roughness on the surface and priming the surface before laying 2 coats of painting.

Sub total of A = Sub total of A +B + C =

Description of Work:

#NAME?

Painting Two Coats on Concrete Surfaces, Providing and Painting two coats after filling the surface with synthetic enamel paint in all shades on concrete / plaster surfaces as per Drawing and Technical Specifications.

Spec. cl. No: 1501 Norms No. Type

Spec. cl. No: 1501 Norms No. Type

11 #NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

10 sqm

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

Skilled / Painter day

1 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Description of Work: Painting Lines, Dashes, Arrows etc. on Roads in Two Coats on Old Work, Providing required materials and Painting lines, dashes, arrows etc. on roads in two coats on old work with ready mixed road marking paint conforming to NS 408/ IS: 164 on 10 sqm bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per Drawing and Technical Specifications., over 10 cm in width Spec. cl. No: 1503 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount 15.8.i Unskilled day 2 0 0 Road marking paint liter 0.9 #NAME? #NAME? Skilled / Painter day 1 0 0 Sub total of A = Sub total of B = #NAME? Sub total of C = Sub total of D = 0 0 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME? Norms Rate = #NAME? Unit Rate = #NAME? Description of Work: Painting Lines, Dashes, Arrows etc. on Roads in Two Coats on Old Work, Providing required materials and Painting lines, dashes, arrows etc. on roads in two coats on old work with ready mixed road marking paint conforming to NS 408/ IS: 164 on 10 sqm bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per Drawing and Technical Specifications., Up to 10 cm in width Spec. cl. No: 1503 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount 15.8.ii Unskilled day 2 0 0 Road marking Paint liter 0.9 #NAME? #NAME? Skilled / Painter day 1 0 0 Sub total of A = Sub total of B = #NAME? Sub total of C = Sub total of D = 0 0 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME? Norms Rate = #NAME? Unit Rate = #NAME? Description of Work:

Spec. cl. No: 1504 Norms No. Type 15.9.i Unskilled

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface, On smooth surface (similar to Asphalt concrete and rigid pavement), Providing and laying of hot applied thermoplastic compound at 400 sqm least 2 mm thick including reflectorizing glass beads as per DOR Traffic sign manual/ Specifications .The finished surface to be level, uniform and free from streaks and holes. Labour (A)

Material (B)

Unit Quantity Rate day 4

Skilled / Painter day

2

Unit Quantity Rate Amount Type kg 100 #NAME? #NAME? Tractor-trolley

0

liter

0 Hot applied thermoplastic compound

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 1504 Norms No. Type 15.9.ii Unskilled

Road marking machine ( boiler + Applicator + #NAME? Template)

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Labour (A)

0

0

hour

0

0

10

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Unit Quantity Rate day 4 2

Unit Quantity Rate Amount Type kg 150 #NAME? #NAME? Tractor-trolley

0

liter

0 Hot applied thermoplastic compound

1200 #NAME?

Road marking machine ( boiler + Applicator + #NAME? Template)

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Amount

Type

0

0

hour

0

0

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type day 2 0 0 Add 10 per cent of cost of Material for fixing and installation 0 day 1 0 0 Aluminum studs 100 x 100 mm fitted with lenses reflectors nos. 50 #NAME? #NAME? Sub total of A = Sub total of B = #NAME? 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME?

Equipment (C)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and fixing of road stud 100x 100 mm, die-cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lenses reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per Specification clause 1505., Providing and fixing of road stud 100 x 100 mm, die-cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lenses reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per Drawing and Technical Specifications. Labour (A)

300 sqm

Formworks (D)

Unit Quantity Rate hour 10 10

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Amount Type 0 0 Reflectorizing glass beads

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

930 #NAME?

Formworks (D)

Unit Quantity Rate hour 10

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface, On rough surface ( similar to surface dressing), Providing and laying of hot applied thermoplastic compound at least 2 mm thick including reflectorizing glass beads as per DOR Traffic sign manual/ Specifications .The finished surface to be level, uniform and free from streaks and holes.

Skilled / Painter day

Spec. cl. No: 1505 Norms No. Type 15.10' Unskilled Skilled

Equipment (C)

Amount Type 0 0 Reflectorizing glass beads

50 no

Formworks (D)

Amount

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Type

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Description of Work:

Spec. cl. No: 1506 Norms No. Type 15.11.i Unskilled Skilled

Kilometer Stone, Providing and Fixing Reinforced cement concrete M 15 grade kilometer Post including painting and printing as per Standard Drawing-2070 and Technical Specifications. position, Five kilometer Post (precast) Labour (A)

Material (B)

Unit Quantity Rate day 6

0

day

0

1

Amount Type 0 Transportation and fixing at site

Equipment (C)

Unit Quantity Rate cmletter sqm cum kg cum cum

0 Lettering on km post Painting two coats on concrete surface Excavation in soil for foundation Steel reinforcement M-10 grade of concrete M-15 grade of concrete

1800 #NAME?

10.2 #NAME? 1.2 0 63.6 #NAME? 1.2 #NAME? 1.2 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Amount Type Tractor-trolley

6 no

Formworks (D)

Unit Quantity Rate hour 3

Amount 0

Type

Unit Quantity Rate

Amount

0

#NAME? #NAME? 0 #NAME?

#NAME? #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Description of Work: Road Delineators Post, Providing and installation of 150 mm * 150 mm 1. 5 m long delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 20 cm wide strips, buried or 30 no pressed into the ground and conforming to the drawings and Technical Specifications. Spec. cl. No: 1507 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount 15.12 Unskilled day 7 0 0 Transportation and fixing Tractor-trolley hour 3 0 0 Skilled (Mason) day 1 0 0 Painting two coats on concrete surface sqm 14.4 #NAME? #NAME? Excavation in soil for foundation cum 0.47 0 0 Steel reinforcement as per standard drawing ( 4 Nos 8 mm dia kg 112.8 #NAME? and 11 Nos 6 mm dia stirrups) #NAME? M-15 grade of concrete cum 1.01 #NAME? Sub total of A = Sub total of B = #NAME? Sub total of C = Sub total of D = 0 0 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME? Norms Rate = #NAME? Unit Rate = #NAME? Description of Work:

Spec. cl. No: 1508 Norms No. Type 15.13.i Unskilled Skilled

Reinforced Cement Concrete Crash Barrier, Providing and Fixing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-molded asphalt filler board, keyed to the structure on which it is built and installed as per design, Drawing and Technical Specifications. Labour (A)

Material (B)

Unit Quantity Rate day 2 day 1

0 0

Amount Type 0 Excavation and backfilling : 25 % of Labour component 0 Pre-molded asphalt filler board HYSD steel reinforcement including dowel bars ( providing and laying all complete) M 20 grade concrete

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 1509 Norms No. Type 15.14.A Unskilled Skilled (Blacksmith)

Labour (A)

Amount Type

sqm 0.32

#NAME? #NAME?

tonne 0.28

#NAME?

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Amount

#NAME?

cum

3 #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Unit Quantity Rate

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

day

10

day

1

Equipment (C)

Amount Type Add 25 per cent of the cost of Material for fabrication, nuts, 0 0 bolts and washers etc.)

Unit Quantity Rate

0

cum 0.99

0 E/W excavation for post

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 1509

Unit Quantity Rate

10 meter

Formworks (D)

Metal Beam Crash Barrier, Type - A, "W" : Metal Beam Crash Barrier, Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m center to center, 1.8 m high, 1.1 m below ground/road level metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per Drawing and 40 meter Technical Specifications.

M 20 grade concrete Hot dip galvanized Spacer Channel 150 x 75 x 5 mm Hot dip galvanized Channel post 150 x 75 x 5 mm, Hot dip galvanized Corrugated W beam sheet 3 mm thick

Description of Work:

Equipment (C)

Amount Type 0 Tractor-trolley

cum kg kg kg

#NAME?

0.99 #NAME? 127.51 #NAME? 695.52 #NAME? 563.61 #NAME? Sub total of B = Sub total of A + B + C + D=

Formworks (D)

Unit Quantity Rate hour

3

Amount 0

Type

Unit Quantity Rate

Amount

0

#NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Metal Beam Crash Barrier, Type - B, "THRIE" : Metal Beam Crash Barrier, Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m center to center, 2.1 m high with 1.3 m below ground level, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per Drawing 40 meter and Technical specifications.

Norms No.

Labour (A)

Type

15.14.B Unskilled

Material (B)

Unit Quantity Rate day

12

Skilled(Blacksmi day th)

1

Unit Quantity Rate

0

cum 1.13

0 E/W excavation for post M 20 grade concrete Hot dip galvanized Spacer Channel 150 x 75 x 5 mm , Hot dip galvanized Channel post 150 x 75 , 5 mm Hot dip galvanized Corrugated thrie beam sheet 3 mm thick

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 1509 Norms No. Type Skilled 15.14.C (Blacksmith) Unskilled

Equipment (C)

Amount Type Add 25 per cent of the cost of Material for fabrication, nuts, 0 0 bolts and washers etc.)

Amount Type 0 Tractor-trolley

#NAME?

cum kg kg kg

1.13 #NAME? 137.64 #NAME? 811.44 #NAME? 913.19 #NAME? Sub total of B = Sub total of A + B + C + D=

Formworks (D)

Unit Quantity Rate hour

3

Amount 0

Type

Unit Quantity Rate

#NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Metal Beam Crash Barrier, Flexible Crash Barrier, Wire Rope Safety Barrier, Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip, embedded in M 15 grade cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 horizontal steel wire rope 40 mm dia and anchored at terminal posts 15 m apart. Terminal post to be embedded in M 15 grade cement concrete foundation 2400 x 450 x 900 mm (depth), strengthened by a strut of RS joist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8 mm, 1.50 m long at the bottom, all embedded in foundation concrete as per design , Drawing and Technical Specifications. Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Equipment (C)

Unit Quantity Rate

day

2

0

0 Applying 2 coats of painting on exposed surface

sqm 16.5

day

4

0

0 Painting Add 5 per cent of cost of Material for drilling, gripping, fixing, fabrication and welding consumables E/W excavation for post cum 1.13 M 20 grade concrete cum 1.13 Steel wire rope 40 mm, kg Tie 2 Nos. of 8 mm steel plate, 1.5 sqm each for terminal posts kg

188.4

#NAME?

Amount Type #NAME?

Unit Quantity Rate

Tractor-trolley

hour

15 meter

Formworks (D)

3

Amount 0

Type

Unit Quantity Rate

Amount

0

#NAME? #NAME? #NAME? #NAME? 65 #NAME? #NAME? #NAME?

Struts - 2 Nos. for terminal posts, 2 m long each 2 x 2 x 11.50 kg RS Joist 100 x 75 mm - 16.5 m kg

46 #NAME? 190 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Amount

0

#NAME? #NAME? #NAME? #NAME? #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Description of Work:

Anti-Glare Devices in Median, Plantation, Providing and Plantation of shrubs and plants of approved species in the median. apart from cutting off glare from vehicle coming from opposite direction, Spec. cl. No: 2800/1500 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Anti-Glare Devices in Median, Anti-glare screen with 25 mm steel pipe framework fixed with circular and rectangular vans, Providing and erecting an anti - glare screen with 25 mm dia vertical pipes fabricated and framed in the form of panels of one meter length and 1.75 meter height fixed with circular vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made out of steel sheet of 3 mm thickness, end vertical pipes of the panel made larger for embedding in foundation 10 meter Spec. cl. No: 2800/1500 concrete, applying 2 coats of paint on all exposed surfaces, all as per design , drawings and Technical Specifications. Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Add 5 per cent cost of Material for fabrication, welding, Applying 2 coats of painting on 15.15.B Unskilled day 2 0 0 0 sqm 18.3 0 0 bending, nuts, bolts etc. exposed surface Description of Work:

Skilled

day

1

0

0 MS sheet for 250 mm dia circular vane 3 mm thick, 4 numbers kg

Sub total of A = 0 Sub total of A +B + C = #NAME?

MS sheet for 600 x 300 x 3 mm rectangular vane,

kg

25 mm steel pipe

meter

48 #NAME? 43.2

#NAME?

#NAME? #NAME? 160 #NAME?

#NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Anti-Glare Devices in Median, Anti-glare screen with rectangular vane of MS sheet, Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in M-15 cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed 15 meter Spec. cl. No: 2800/1500 faces, all complete as per design , Drawing and Technical Specifications. Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount 15.15.C Unskilled day 2 0 0 Applying 2 coats of painting sqm 8.5 #NAME? #NAME? Tractor-trolley hour 3 0 0 Description of Work:

Skilled

day

1

0

0 Painting Add 5 per cent of cost of Material for fabrication, nuts, bolts etc. MS sheet 3 mm thick @ 24 kg/sqm Angle iron post, 50 x 50 x 6 mm, length 2.35 m

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: missing Norms No. Type Skilled 15.16 (Electrician) Unskilled

Description of Work:

Spec. cl. No: 1300 Norms No. Type

#NAME? kg kg

90 #NAME? 106 #NAME? Sub total of B = Sub total of A + B + C + D=

#NAME? #NAME? #NAME? #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Street Lighting, Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapor lamp and fixed firmly in concrete foundation as per design , Drawing and Technical Specifications.. Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate

Amount Type Unit Quantity Rate Amount Type Providing two coats of aluminum paint over steel circular day 1 0 0 sqm 4.63 #NAME? hollow pipe with overhang on one side #NAME? day 1 0 0 For fixing in Footpath Providing two coats of aluminum paint over steel circular sqm 5.75 #NAME? hollow pipe with overhang on both sides #NAME? For Fixing in Median Painting Add 5 per cent of cost of Material for holder, electric cable, #NAME? insulation, ladder, scaffolding etc. Sodium vapor lamp nos 1 #NAME? #NAME? Steel circular hollow pole of standard specification for street nos 1 #NAME? lighting to mount light at 9 m height above road level #NAME? Sub total of A = Sub total of B = #NAME? 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Labour (A)

15.17 Sub total of A = Sub total of A +B + C =

Material (B)

Amount Type The rate per sqm of premix carpet and road marking may be adopted from chapter 13 & 15 respectively for the quantities calculated from approved drawings 0 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type

0 0

Unit Quantity Rate

Sub total of C = Contractor's overhead expenses 15% =

100 sqm

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

Formworks (D)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME? 1600 cmletter

Description of Work:

Lettering new Letter and Figures of any Shade, Providing and lettering new letter and figures of any shade with synthetic enamel paint black or any other approved color to give an even shade, English and Roman Spec. cl. No: 1506 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 15.18.ii Unskilled day 2 0 0 Paint liter 0.5 #NAME? #NAME? Skilled (Painter ) day 2 0 0 Sub total of A = Sub total of B = #NAME? Sub total of C = 0 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Amount

1600 cmletter

Description of Work:

Lettering new Letter and Figures of any Shade, Providing and lettering new letter and figures of any shade with synthetic enamel paint black or any other approved color to give an even shade, Nepali Spec. cl. No: 1506 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 15.18.i Unskilled day 2 0 0 Paint liter 0.7 #NAME? #NAME? Skilled (Painter) day 4 0 0 Sub total of A = Sub total of B = #NAME? Sub total of C = 0 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Description of Work:

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Rumble Strips, Providing and making of Rumble strips with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint., Provision of 15 Nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. Unit Quantity Rate

1 no

Formworks (D)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other consumable and removal of excavated earth with necessary lifts and lead all complete as per Drawing and Technical Specifications., Pile diameter-750 mm

5 meter

Spec. cl. No: 1612 Norms No. Type 16.1.C Unskilled Skilled

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other consumable and removal of excavated earth with necessary lifts and lead all complete as per Drawing and Technical Specifications., Pile diameter-750 mm Labour (A)

Unit Quantity Rate day 15.00 day 2.00

Material (B)

Amount Type 0 0 Bentonite 0 0

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 1612 Norms No. Type 16.1.A Unskilled Skilled

Description of Work:

Description of Work:

Unit Quantity Rate day 7.00 day 1.00

Material (B)

0 0

Description of Work:

Description of Work:

Amount Type 0 Bentonite 0

Unit Quantity Rate

0

Sub total of B = Sub total of A + B + C + D=

Amount Type 0 Bentonite pump Crane piling rig with all accessories 0 0

0 Sub total of D = Norms Rate = Unit Rate =

0 0

0 0

Amount 0 0

hour 2.50

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Amount Type Unit Quantity Rate Amount 0 hour 3.00 0 0 Bentonite pump Crane hour 3.00 0 piling rig ( with all hour 3.00 0 accessories) Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Type

Unit Quantity Rate day 20.00 day 2.00

Material (B)

0 0

Amount Type 0 Bentonite 0

0

Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type 0 Bentonite pump Crane piling rig ( with all accessories) 0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Labour (A)

Material (B)

Amount Type 0 0 Bentonite 0 0

Unit Quantity Rate hour 6.00 hour 6.00

0 0

Amount 0 0

Type

hour 6.00

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate kg 320.00

0 0 0

5 meter

Amount

0 0 0

5 meter

Formworks (D)

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other consumable and removal of excavated earth with necessary lifts and lead all complete as per Drawing and Technical Specifications., Pile diameter-1200 mm Unit Quantity Rate day 25.00 day 3.00

Amount

0

Equipment (C)

Unit Quantity Rate kg 220.00

5 meter

0 0

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other consumable and removal of excavated earth with necessary lifts and lead all complete as per Drawing and Technical Specifications., Pile diameter-1000 mm Labour (A)

0

Formworks (D)

Unit Quantity Rate kg 100.00

0 0

0 0

Formworks (D)

Unit Quantity Rate hour 2.50 hour 2.50

Material (B)

Amount Type 0 0 Bentonite 0 0

Amount

0 0

Equipment (C)

Unit Quantity Rate kg 75.00

0 0

Labour (A)

Unit Quantity Rate day 10.00 day 1.00

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 1612

Type

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other consumable and removal of excavated earth with necessary lifts and lead all complete as per Drawing and Technical Specifications., Pile diameter-600 mm

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 1612 Norms No. Type 16.1.E Unskilled Skilled

Amount Type Unit Quantity Rate Amount 0 hour 4.50 0 0 Bentonite pump Crane hour 4.50 0 Piling rig ( with all hour 4.50 0 accessories) Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

0 0

Labour (A)

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 1612 Norms No. Type 16.1.D Unskilled Skilled

Formworks (D)

Unit Quantity Rate kg 150.00

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other consumable and removal of excavated earth with necessary lifts and lead all complete as per Drawing and Technical Specifications., Pile diameter-500 mm

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 1612 Norms No. Type 16.1.B Unskilled Skilled

Equipment (C)

5 meter

Amount Type Unit Quantity Rate Amount 0 hour 7.50 0 0 Bentonite pump Crane hour 7.50 0 piling rig ( with all hour 7.50 0 accessories) Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Amount

0 0 0

5 meter

Formworks (D)

Type

Unit Quantity Rate

Amount

0 0 0 0 0

Sub total of D = Norms Rate = Unit Rate =

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and other consumable and removal of excavated material with necessary lifts and lead all complete as per Drawing and Technical Specifications ., Pile diameter-300 mm

0 0 0

5 meter

Norms No. 16.2.A

Labour (A)

Type Unskilled Skilled

Unit Quantity Rate day 15 day 2

Material (B)

Amount Type 0 0 Bentonite 0 0

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 1612 Norms No. Type 16.2.B Unskilled Skilled

Description of Work:

Description of Work:

Unit Quantity Rate day 20 day 2

Material (B)

0 0

Description of Work:

Description of Work:

Amount Type 0 Bentonite 0

Unit Quantity Rate

0

Sub total of B = Sub total of A + B + C + D=

Amount Type 0 Bentonite pump Crane Piling rig ( with all accessories) 0 0

0 Sub total of D = Norms Rate = Unit Rate =

0 0

0 0

0 0

hour

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

4

Amount

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Amount Type Unit Quantity Rate Amount 0 hour 5 0 0 Bentonite pump Crane hour 5 0 Piling rig ( with all hour 5 0 accessories) Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Type

Unit Quantity Rate day 30 day 3

Material (B)

0 0

Amount Type 0 Bentonite 0

0

Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type 0 Bentonite pump Crane Piling rig ( with all accessories) 0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Labour (A)

Material (B)

Amount Type 0 0 Bentonite 0 0

Unit Quantity Rate hour 6 hour 6

0 0

0 0

hour

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

6

Amount

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate kg 75.00

Amount Type Unit Quantity Rate Amount 0 hour 9.00 0 0 Bentonite pump Crane hour 9.00 0 Piling rig ( with all hour 9.00 0 accessories) Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

0 0

Material (B)

Equipment (C)

0

5 meter

Amount

0 0 0

5 meter

Amount

0 0 0

5 meter

Formworks (D)

Type

Unit Quantity Rate

Amount

0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0 25 Running meter

Providing, driving and installing precast RCC. pile of specified size and quality complete as per drawing and & Technical Specification, Pile diameter -300 mm Labour (A)

0 0

Formworks (D)

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and other consumable and removal of excavated material with necessary lifts and lead all complete as per Drawing and Technical Specifications ., Pile diameter-1000 mm Unit Quantity Rate day 50 day 5

Amount

0

Equipment (C)

Unit Quantity Rate kg 50

5 meter

0 0

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and other consumable and removal of excavated material with necessary lifts and lead all complete as per Drawing and Technical Specifications ., Pile diameter-750 mm Labour (A)

0

Formworks (D)

Unit Quantity Rate kg 100

0 0

0 0

Formworks (D)

Unit Quantity Rate hour 4 hour 4

Material (B)

Amount Type 0 0 Bentonite 0 0

Amount

0 0

Equipment (C)

Unit Quantity Rate kg 50

0 0

Labour (A)

Unit Quantity Rate day 30 day 3

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 1613 Norms No.

Type

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and other consumable and removal of excavated material with necessary lifts and lead all complete as per Drawing and Technical Specifications ., Pile diameter-600 mm

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 1612 Norms No. Type 16.2.E Unskilled Skilled

0 0

Labour (A)

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 1612 Norms No. Type 16.2.D Unskilled Skilled

Formworks (D)

Amount Type Unit Quantity Rate Amount 0 hour 3 0 0 Bentonite pump Crane hour 3 0 piling rig ( with all hour 3 0 accessories) Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and other consumable and removal of excavated material with necessary lifts and lead all complete as per Drawing and Technical Specifications ., Pile diameter-500 mm

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 1612 Norms No. Type 16.2.C Unskilled Skilled

Equipment (C)

Unit Quantity Rate kg 25

Formworks (D)

Norms No. 16.3.A

Type Unskilled Skilled

Description of Work:

Spec. cl. No: 1613 Norms No. Type 16.3.B Unskilled Skilled

Description of Work:

Spec. cl. No: 1613 Norms No. Type 16.3.C Unskilled Skilled

Description of Work:

Spec. cl. No: Norms No. Type

Description of Work:

Unit Quantity Rate day 5.00

Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount 0 Casing ( As per design / 0.5 % of cost of concrete) 0 Crane hour 3 0 Steel helmet and cushion block on top of casing head during Piling rig ( with all day 1.00 0 0 Kg 4.5 0 hour 6 0 driving 0 accessories) M.S. clamps for shoe Kg 6.3 0 0 C.I. shoes for the pile Kg 14.4 0 0 Materials Pile shoes Reinforcement (as per design or 2.5 % of concrete) kg 378.86 #NAME? 0 RCC Grade M 35 or other as per Design cum 1.94 #NAME? Sub total of A = Sub total of B = Sub total of C = 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

Type

Unit Quantity Rate

0

Sub total of D = Norms Rate = Unit Rate =

0 0

Material (B)

Equipment (C)

Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount 0 0 Casing ( As per design / 0.5 % of cost of concrete) 0 Crane hour 3 0 Steel helmet and cushion block on top of casing head during Piling rig ( with all day 1 0 0 Kg 12.5 0 hour 6 0 driving 0 accessories) M.S. clamps for shoe Kg 17.5 0 0 C.I. shoes for the pile Kg 40 0 0 Materials Pile shoes Reinforcement (as per design or 2.5 % of concrete) kg 841.91 #NAME? 0 Rate for concrete may be adopted same as for bottom plug RCC Grade M 35 or other as per Design cum 4.32 #NAME? Sub total of A = Sub total of B = Sub total of C = 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0

Type

Unit Quantity Rate

Amount

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0 10 Running meter

Providing, driving and installing precast RCC. pile of specified size and quality complete as per drawing and & Technical Specification, Pile diameter - 600 mm Material (B)

0

Formworks (D)

Unit Quantity Rate day 5

Labour (A)

0 0

20 Running meter

Providing, driving and installing precast RCC. pile of specified size and quality complete as per drawing and & Technical Specification, Pile diameter -500 mm Labour (A)

Amount

0

Equipment (C)

Formworks (D)

Unit Quantity Rate day 5

Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount 0 0 Casing ( As per design / 0.5 % of cost of concrete) 0 Crane hour 3 0 Steel helmet and cushion block on top of casing head during Piling rig ( with all day 1 0 0 Kg 18 0 hour 6 0 driving 0 accessories) M.S. clamps for shoe @ 35 Kg per pile of 15 m Kg 25.2 0 0 C.I. shoes for the pile Kg 57.6 0 0 Materials Pile shoes Reinforcement (as per design or 2.5 % of concrete) kg 606.18 #NAME? 0 RCC Grade M 35 or other as per Design cum 3.11 #NAME? Sub total of A = Sub total of B = Sub total of C = 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0

Type

Unit Quantity Rate

Amount

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

, or providing steel helmet on top of pile head during driving, stacking of piles at site Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Driving Vertical Steel Piles / Sheet piles excluding cost of steel complete as per Drawing and & Technical Specification

Spec. cl. No: 1613 Norms No. Type

Unit Quantity Rate

16.4

Unskilled

day

Skilled

day

Labour (A)

Material (B)

5

Amount Type 0

1 0 Sub total of A =

0 Structural steel/ Sheet pile 0 0

2.5 tonne Equipment (C)

Amount Type Piling rig ( with all 0 0 accessories) Crane Sub total of B = 0

Formworks (D)

Unit Quantity Rate

Unit Quantity Rate

tonne

hour hour

6

Amount

Type

0

0

6 0 Sub total of C =

0 0

Unit Quantity Rate

Sub total of D =

Amount

0

Sub total of A +B + C =

Sub total of A + B + C + D=

0

0

Contractor's overhead expenses 15% =

Norms Rate = Unit Rate =

0

Description of Work:

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Top plug, Grade M 15 PCC Spec. cl. No: 1700, 2000 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 17.3.E.i Skilled day 3 0 0 Cement tonne 4.13 0 hour 6 0 0 0 Concrete mixer Unskilled day 30 0 0 Coarse sand cum 6.75 0 hour 6 0 0 0 Generator 40 mm Aggregate cum 8.1 0 0 20 mm Aggregate cum 4.05 0 0 10 mm Aggregate cum 1.35 0 0 Cost of water KL 2 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

15 cum Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Intermediate plug, Grade M 25 PCC Spec. cl. No: 1700, 2000 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 17.3.D.ii Unskilled day 20 0 0 Admixture Kg 21.6 0 hour 6 0 0 0 Crane Skilled (Mason ) day 3 0 0 10 mm Aggregate cum 2.7 0 hour 6 0 0 0 Generator 20 mm Aggregate cum 5.4 0 hour 6 0 0 0 Concrete mixer 40 mm Aggregate cum 5.4 0 0 Coarse sand cum 6.75 0 0 Cement tonne 5.99 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

Description of Work:

Spec. cl. No: 1700 Norms No. Type 17.1.A

Material (B)

Unit Quantity Rate

Unskilled

day

Skilled

day

22.00

Amount Type 0

0.40 0 Sub total of A = Sub total of A +B + C =

0 Sand bags 0 Earth (compacted) 0 0

Equipment (C)

Amount Type Unit Quantity Rate Amount Consumables @ 2.5 Nos 750.00 0 per cent of equipment 0 cost cum 251.20 0 hour 20.00 0 0 Crane Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Amount

0 0 0

cum Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Providing and Constructing of temporary Island for well sinking as per Drawing and instruction of the Engineer., Assuming depth of water 1.0 m and height of island to be 1.25 m. and island 16 m diameter for Construction of Well Foundation for 8 m dia. Well. Labour (A)

0 0

Amount

0 0 0

1 no

Formworks (D)

Unit Quantity Rate

Type

Unit Quantity Rate

Amount

0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Description of Work:

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Intermediate plug, Grade M 20 PCC Spec. cl. No: 1700, 2000 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 17.3.D.i Unskilled day 20.00 0 0 Admixture Kg 18.60 0 hour 6.00 0 0 0 Crane Skilled (Mason ) day 3.00 0 0 10 mm Aggregate cum 2.70 0 hour 6.00 0 0 0 Generator 20 mm Aggregate cum 5.40 0 hour 6.00 0 0 0 Concrete mixer 40 mm Aggregate cum 5.40 0 0 Coarse sand cum 6.75 0 0 Cement tonne 5.55 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0

cum Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well cap, RCC Grade M 20 Spec. cl. No: 1700, 2000 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type

0 0

Amount

0 0 0

15 cum Formworks (D)

Unit Quantity Rate

Amount

17.3.F.i Unskilled day Skilled (Mason) day

20 3

0 0

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 1700 Norms No. Type 17.1.B Unskilled Skilled

Description of Work:

cum cum cum tonne

5.4 0 8.1 0 6.75 0 5.12 0 Sub total of B = Sub total of A + B + C + D=

0 0

hour 6 0 0 Generator hour 6 0 0 Concrete mixer 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

0 d) Form Work 0

0

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and constructing one span service road to reach island location from one pier location to another pier location as per Drawing and instruction of the Engineer., Assuming span length 30 m, width of service road 10 m and depth of water 1 m Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 9.00 0 0 Sand bags day 0.36 0 0 Earth Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Nos 300.00 0 cum 450.00 0 Sub total of B = Sub total of A + B + C + D=

Type 0 Tipper 0 Loader 0 0

Unit Quantity Rate

17.2

day

21.00

Skilled (Fitter + Black smith + day Welder)

21.00

Labour (A)

0

Kg

0 Nuts & bolts

Type

Unit Quantity Rate

Amount

Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

Amount Type

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0

20.00

0 0

(for cutting, bending, making holes, joining, welding and erecting in position)

Structural steel

Sub total of A = Sub total of A +B + C =

30 meter

0 0

Equipment (C)

Unit Quantity Rate

0

1 tonne

Material (B)

Amount Type Electrodes, cutting gas and other consumables @ 10 per cent 0 0 of cost of (a) above

0 0

Formworks (D)

Unit Quantity Rate Amount hour 24.00 0 hour 24.00 0 Sub total of C = Contractor's overhead expenses 15% =

Providing and Laying Cutting Edge of Mild Steel for Well Foundation complete as per Drawing and Technical Specification.

Spec. cl. No: 1700 Norms No. Type Unskilled

0 10 mm Aggregate 0 20 mm Aggregate Coarse sand Cement

0 0

tonne 1.05

0

Sub total of B = Sub total of A + B + C + D=

0 0 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0 0

Description of Work:

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well curb, RCC M 20 Grade 15 cum Spec. cl. No: 1700, 2000 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount d) formwork @ 20 per cent of the cost 17.3.A.i Skilled day 3 0 0 Cement tonne 5.21 0 Concrete mixer hour 6 0 0 0 of concrete 0 Unskilled day 30 0 0 Coarse sand cum 6.75 0 Generator hour 6 0 0 0 20 mm Aggregate cum 8.1 0 0 10 mm Aggregate cum 5.4 0 0 Cost of water KL 2.5 0 0 Sub total of A = Sub total of B = Sub total of C = Sub total of D = 0 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = Norms Rate = 0 0 0 0 Unit Rate = 0 Description of Work:

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well curb, RCC M 25 Grade Spec. cl. No: 1703, 2000 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate d) formwork @ 20 per cent of the 17.3.A.ii Skilled day 3 0 0 Cement tonne 6.05 0 Concrete mixer hour 6 0 0 cost of concrete 0 Unskilled day 30 0 0 Coarse sand cum 6.75 0 hour 6 0 0 0 Generator 20 mm Aggregate cum 8.1 0 0 10 mm Aggregate cum 5.4 0 0 Cost of water KL 3 0 0 Admixture kg 24.2 0 0

15 cum

Amount 0

Sub total of A = Sub total of A +B + C =

0 0

Sub total of B = Sub total of A + B + C + D=

0 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0 0

Description of Work:

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well curb, RCC M 30 Grade 15 cum Spec. cl. No: 1703, 2000 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount 17.3.A.ii d) formwork @ 20 per cent of the Skilled day 3 0 0 Cement tonne 6.05 0 Concrete mixer hour 6 0 0 0 i cost of concrete 0 Unskilled day 30 0 0 Coarse sand cum 6.75 0 Generator hour 6 0 0 0 20 mm Aggregate cum 8.1 0 0 10 mm Aggregate cum 5.4 0 0 Cost of water KL 3 0 0 Admixture kg 24.2 0 0 Sub total of A = Sub total of B = Sub total of C = Sub total of D = 0 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = Norms Rate = 0 0 0 0 Unit Rate = 0 Description of Work:

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well Steining, PCC M 20 Grade 15 cum Spec. cl. No: 1704, 2000 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount d) formwork @ 10 per cent of the 17.3.B.i Skilled day 3 0 0 Cement tonne 5.16 0 Concrete mixer hour 6 0 0 0 cost of concrete 0 Unskilled day 30 0 0 Coarse sand cum 6.75 0 hour 6 0 0 0 Generator 40 mm Aggregate cum 5.4 0 0 20 mm Aggregate cum 5.4 0 0 10 mm Aggregate cum 2.7 0 0 Cost of water KL 2.5 0 0 Sub total of A = Sub total of B = Sub total of C = Sub total of D = 0 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = Norms Rate = 0 0 0 0 Unit Rate = 0 Description of Work:

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well Steining, RCC M 20 Grade 15 cum Spec. cl. No: 1704, 2000 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount d) formwork @ 10 per cent of the 17.3.B.ii Skilled day 3 0 0 Cement tonne 5.21 0 Concrete mixer hour 6 0 0 0 cost of concrete 0 Unskilled day 30 0 0 Coarse sand cum 6.75 0 hour 6 0 0 0 Generator 20 mm Aggregate cum 8.1 0 0 10 mm Aggregate cum 5.4 0 0 Cost of water KL 2.5 0 0 Sub total of A = Sub total of B = Sub total of C = Sub total of D = 0 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = Norms Rate = 0 0 0 0 Unit Rate = 0 Description of Work:

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well Steining, RCC M 25 Grade 15 cum Spec. cl. No: 1704, 2000 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount d) formwork @ 10 per cent of the 17.3.B.iii Skilled day 3 0 0 Cement tonne 6.05 0 Concrete mixer hour 6 0 0 0 cost of concrete 0 Unskilled day 30 0 0 Coarse sand cum 6.75 0 hour 6 0 0 0 Generator 20 mm Aggregate cum 8.1 0 0 10 mm Aggregate cum 5.4 0 0 Cost of water KL 3 0 0 Admixture kg 24.2 0 0 Sub total of A = Sub total of B = Sub total of C = Sub total of D = 0 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = Norms Rate = 0 0 0 0 Unit Rate = 0

Description of Work:

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well Steining, RCC M 30 Grade 15 cum Spec. cl. No: 1704, 2000 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount d) formwork @ 10 per cent of the 17.3.B.iv Skilled day 3 0 0 Cement tonne 6.1 0 Concrete mixer hour 6 0 0 0 cost of concrete 0 Unskilled day 30 0 0 Coarse sand cum 6.75 0 Generator hour 6 0 0 0 20 mm Aggregate cum 8.1 0 0 10 mm Aggregate cum 5.4 0 0 Cost of water KL 3 0 0 Admixture kg 24.4 0 0 Sub total of A = Sub total of B = Sub total of C = Sub total of D = 0 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = Norms Rate = 0 0 0 0 Unit Rate = 0 Description of Work:

Spec. cl. No: 1706 Norms No. Type

17.3.C.i Unskilled

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC Grade M 20 Labour (A)

Material (B)

Unit Quantity Rate

day

Amount Type

Equipment (C)

Unit Quantity Rate

20.00

0

0 Admixture

Kg

3.00

0

0 10 mm Aggregate 20 mm Aggregate 40 mm Aggregate Coarse sand Cement

cum cum cum cum tonne

18.60

Amount Type

Unit Quantity Rate

Formworks (D)

Amount

Add 5 per cent of cost of Material and Labour towards cost of forming sump, protective bunds, chiseling and making arrangements for under water concreting with tremie pipe..

#NAME?

15 cum

Type

Unit Quantity Rate

Amount

0

#NAME?

Skilled (Mason ) day

2.70 0 hour 6.00 0 0 0 Crane 5.40 0 hour 6.00 0 0 0 Generator 5.40 0 hour 6.00 0 0 0 Concrete mixer 6.75 0 0 5.55 0 0 Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 1706 Norms No. Type

17.3.C.i_ Unskilled a

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC Grade M 20, Where underwater concreting in involved Labour (A)

Material (B)

Unit Quantity Rate

day

Skilled (Mason ) day

Amount Type

Equipment (C)

Unit Quantity Rate

20.00

0

0 Admixture

Kg

3.00

0

0 10 mm Aggregate 20 mm Aggregate 40 mm Aggregate Coarse sand Cement

cum cum cum cum tonne

Sub total of A = Sub total of A +B + C =

Description of Work:

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

0 0

18.60

Amount Type

0

2.70 0 5.40 0 5.40 0 6.75 0 6.11 0 Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate

Add 5 per cent of cost of Material and Labour towards cost of forming sump, protective bunds, chiseling and making arrangements for under water concreting with tremie pipe.. 0 hour 6.00 0 0 Crane hour 6.00 0 0 Generator hour 6.00 0 0 Concrete mixer 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

15 cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0

0 0 0

0 0

Sub total of D = Norms Rate = Unit Rate =

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC Grade M 25, Where underwater concreting in involved

0 0 0

15 cum

Description of Work:

Spec. cl. No: 1706 Norms No. Type

17.3.C.ii Unskilled

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC Grade M 25, Where underwater concreting in involved Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Equipment (C)

Unit Quantity Rate

day

20

0

0 Admixture

Kg

Skilled (Mason ) day

3

0

0 10 mm Aggregate 20 mm Aggregate 40 mm Aggregate Coarse sand Cement

cum cum cum cum tonne

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 1706 Norms No. Type

17.3.C.ii Unskilled _a

21.6

Amount Type

0

2.7 0 5.4 0 5.4 0 6.75 0 5.99 0 Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate

Formworks (D)

Amount

Add 5 per cent of cost of Material and Labour towards cost of forming sump, protective bunds, chiseling and making arrangements for under water concreting with tremie pipe..

Type

Unit Quantity Rate

0 hour 6 0 0 Crane hour 6 0 0 Generator hour 6 0 0 Concrete mixer 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Unit Quantity Rate

Amount Type

0 0 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

day

20

0

0 Admixture

Kg

Skilled (Mason ) day

3

0

0 10 mm Aggregate 20 mm Aggregate 40 mm Aggregate Coarse sand Cement

cum cum cum cum tonne

Sub total of A = Sub total of A +B + C =

0 0

21.6

Amount Type

0

2.7 0 5.4 0 5.4 0 6.75 0 6.589 0 Sub total of B = Sub total of A + B + C + D=

Amount

0

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC Grade M 25 Labour (A)

15 cum

Unit Quantity Rate

Add 5 per cent of cost of Material and Labour towards cost of forming sump, protective bunds, chiseling and making arrangements for under water concreting with tremie pipe.. 0 hour 6 0 0 Crane hour 6 0 0 Generator hour 6 0 0 Concrete mixer 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

0 0 0

15 cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0

0 0 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Description of Work:

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well cap, RCC Grade M 25 Spec. cl. No: 1700, 2000 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 17.3.F.ii Unskilled day 20 0 0 10 mm Aggregate cum 5.4 0 hour 6 0 0 d) Form Work 0 Generator Skilled (Mason ) day 3 0 0 20 mm Aggregate cum 8.1 0 hour 6 0 0 0 Concrete mixer Coarse sand cum 6.75 0 0 Cement tonne 6.05 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0

15 cum Formworks (D)

Unit Quantity Rate

Amount 0

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well cap, RCC Grade M 30 Spec. cl. No: 1700, 2000 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type

0 0

0 0 0

15 cum Formworks (D)

Unit Quantity Rate

Amount

17.3.F.iii

10 mm Aggregate 20 mm Aggregate Coarse sand Cement

cum 5.4

0

0 Unskilled

day

20 #NAME?

cum 8.1

0

0 Skilled (Mason )

day

3 #NAME?

cum 6.75 0 0 tonne 6.1 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

#NAME? #NAME?

Generator

hour

6

0

0 d) Form Work

Concrete mixer

hour

6

0

0

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

#NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = #NAME? Norms Rate = #NAME? Unit Rate = #NAME?

Description of Work:

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well cap, RCC Grade M 35 Spec. cl. No: 1700, 2000 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 17.3.F.iv Unskilled day 20 0 0 10 mm Aggregate cum 5.4 0 hour 6 0 0 d) Form Work 0 Generator Skilled (Mason) day 3 0 0 20 mm Aggregate cum 8.1 0 hour 6 0 0 0 Concrete mixer Coarse sand cum 6.75 0 0 Cement tonne 6.33 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

15 cum Formworks (D)

Unit Quantity Rate

0

Sub total of D = Norms Rate = Unit Rate =

Description of Work: Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, Depth below bed level upto 3.0 M Spec. cl. No: 1705 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate semi-skilled Consumables in 17.4.A.i day 2 0 0 0 (Sinking helper) sinking

Skilled (Sinker ) day

1.50

0

0

Sub total of A = Sub total of A +B + C =

0 0

crane with grab bucket hour Sub total of B = Sub total of A + B + C + D=

0 0

0

0

Sub total of C = Contractor's overhead expenses 15% =

6

0 0

Sub total of D = Norms Rate = Unit Rate =

Description of Work: Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, Beyond 3 m upto 10 m depth Spec. cl. No: 1705 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate semi-skilled Consumables in 17.4.A.ii day 3 0 0 0 (Sinking helper) sinking

Skilled (Sinker) day

2

0

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

0

crane with grab bucket hour Sub total of B = Sub total of A + B + C + D=

0 0

0 0

0

0

Sub total of C = Contractor's overhead expenses 15% =

6

0 0

Sub total of D = Norms Rate = Unit Rate =

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, Beyond 10 m upto 20 m Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

0 0 0

1 meter

Amount

0 0 0

1 meter

Amount

0 0 0

1 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, Beyond 20 m upto 30 m Labour (A)

Amount

1 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, Beyond 20 m upto 30 m Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Description of Work: Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, Depth below bed level upto 3.0 m Spec. cl. No: 1705 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Semi-skilled Consumables in 17.4.B.i day 3 0 0 0 (Sinking helper) sinking

Skilled (Sinker ) day

2

0

0

crane with grab bucket hour

1 meter

Formworks (D)

6

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

1 meter

Amount

Depth below bed level upto 3.0 m Sub total of A = Sub total of A +B + C =

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Sub total of D = Norms Rate = Unit Rate =

Description of Work: Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, Beyond 3 m upto 10 m depth Spec. cl. No: 1705 Labour (A) Material (B) Equipment (C) Formworks (D) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Semi-skilled Consumables in 17.4.B.ii day 5 0 0 0 (Sinking helper ) sinking Air compressor with Skilled (Sinker) day 3 0 0 hour 6 0 0 pneumatic chisel .

crane with grab bucket hour

6

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

0 0 0

1 meter

Amount

Depth below bed level upto 3.0 m Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Sub total of D = Norms Rate = Unit Rate =

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, Beyond 10 m upto 20 m Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

1 meter

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

1 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, Beyond 20 m upto 30 m Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

0

Formworks (D)

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, Beyond 10 m upto 20 m Labour (A)

0 0

1 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0

Unit Rate = Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, Beyond 20 m upto 30 m Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Labour (A)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate

17.4.C

day

1

0

0

Semi-skilled day (Sinking helper )

24

0

0

Skilled (Sinker ) day

4

0

0

Sub total of A = Sub total of A +B + C =

0 0

Material (B)

Amount Type

Equipment (C)

Unit Quantity Rate

Unit Quantity Rate

17.4.D

Skilled

day

5

0

0 Electric Detonators

each

Unskilled

day

12

0

0 Gelatin 80 per cent

Kg

Labour (A)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

day

1

0

0

Driller

day

4

0

0

Sub total of A = Sub total of A +B + C =

0 0

Equipment (C)

Unit Quantity Rate 18 4

Amount Type Dewatering, if 0 0 required. Consumables in 0 0 sinking

Sub total of B = Sub total of A + B + C + D=

0 0

Material (B)

Unit Quantity Rate

Semi-skilled 17.5.A.i day (Sinking helper) Skilled (Sinker ) day

Amount Type

3

0

0

2

0

0

Sub total of A =

0

Amount

Type

Unit Quantity Rate

0

compressor with pneumatic hour breaker/Jack hammer

6

0

0

crane with grab bucket hour

6

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0 0

1 meter

Formworks (D)

Amount Type Unit Quantity Rate Consumables in sinking @10 per cent of (b)

0

Amount

0

crane with grab bucket hour Sub total of B =

0

Formworks (D)

Unit Quantity Rate

Equipment (C)

Unit Quantity Rate

0 0

1 meter

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, Depth below bed level upto 3.0 M Labour (A)

Amount

0 0

6

Unit Quantity Rate

0

0

Material (B)

Amount Type

Blaster

Description of Work:

0 0

1 meter

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 6 m., Hard Rock

Spec. cl. No: 1705 Norms No. Type

Spec. cl. No: 1705 Norms No. Type

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Formworks (D)

Amount Type Unit Quantity Rate Add for dewatering, if required Consumables in sinking Air compressor with hour 6 pneumatic breakers

Sub total of B = Sub total of A + B + C + D=

1 meter

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

crane with grab bucket hour

Description of Work:

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 6 m., Soft Rock Labour (A)

1 meter

Formworks (D)

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, Beyond 20 m upto 30 m

Spec. cl. No: 1705 Norms No. Type Diver

Equipment (C)

0

6

Amount

Type

0

0

Sub total of C =

0

Unit Quantity Rate

Sub total of D =

Amount

0

Sub total of A +B + C =

Description of Work:

Spec. cl. No: 1705 Norms No. Type 17.5.A.ii

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

3

0

0

Skilled (Sinker) day

2

0

0

Sub total of A = Sub total of A +B + C =

Description of Work:

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Contractor's overhead expenses 15% =

0

Norms Rate = Unit Rate =

0

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, Beyond 3 m upto 10 m depth

Semi-skilled day (Sinking helper )

Spec. cl. No: 1705 Norms No. Type

Sub total of A + B + C + D=

0

Equipment (C)

Unit Quantity Rate

0 0

0 0

6

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, Beyond 10 m upto 20 m Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Labour (A)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Labour (A)

Equipment (C)

Unit Quantity Rate

Amount Type

3

0

0

Consumables in sinking

Skilled (Sinker) day

2

0

0

crane with grab bucket hour

1 meter

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

1 meter

Formworks (D)

Unit Quantity Rate

Semi-skilled 17.5.B.i day (Sinking helper )

1 meter

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Amount Type

1 meter

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Depth below bed level upto 3.0 M Unit Quantity Rate

0

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

0 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, Beyond 30 m upto 40 m Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Amount

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, Beyond 20 m upto 30 m Labour (A)

1 meter

Formworks (D)

Amount Type Unit Quantity Rate Consumables in sinking @10 per cent of (b) crane with grab bucket hour

Sub total of B = Sub total of A + B + C + D=

0 0

Amount

Type

Unit Quantity Rate

Amount

0 6

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Depth below bed level upto 3.0 M Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Sub total of D = Norms Rate = Unit Rate =

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Beyond 3 m upto 10 m depth Labour (A)

Unit Quantity Rate

Material (B)

Amount Type

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

0 0 0

1 meter

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

17.5.B.ii

Semi-skilled day (Sinking helper )

0

0

Consumables in sinking

0

0

Air compressor with pneumatic chisel attachment

Sub total of A = Sub total of A +B + C =

0 0

Skilled (Sinker) day

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

4

2.5

Sub total of B = Sub total of A + B + C + D=

0

hour

6

0

0

crane with grab bucket hour

6

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

0 0

Sub total of D = Norms Rate = Unit Rate =

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Beyond 10 m upto 20 m Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

1 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

1 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Beyond 30 m upto 40 m Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

1 meter

Formworks (D)

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Beyond 20 m upto 30 m Labour (A)

1 meter

Formworks (D)

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Beyond 20 m upto 30 m Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

1 meter

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Beyond 20 m upto 30 m Labour (A)

0

Formworks (D)

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Beyond 10 m upto 20 m Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

0 0

1 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Beyond 30 m upto 40 m

1 meter

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type 17.5.C

Diver

Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Material (B)

Unit Quantity Rate

Amount Type

Equipment (C)

Unit Quantity Rate

0

Semi-skilled day (Sinking helper )

10

0

0

Consumables in sinking

Skilled (Sinker) day

5

0

0

Air compressor with pneumatic breakers

Sub total of A = Sub total of A +B + C =

0 0

Labour (A)

Unskilled

day

6

0

0

crane with grab bucket hour

6

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

0 0

Unit Quantity Rate

10.5 18

Amount Type

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

0

0 Electric Detonators

nos

30

0

0 Gelatin

Kg

7

Amount Type Dewatering, if 0 0 required. Consumables in 0 0 sinking

0

0

crane with grab bucket hour

0

day

Skilled (Sinker) day

2

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Amount

Type

Unit Quantity Rate

6

0

0

6

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Beyond 20 m upto 30 m Labour (A)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

1 meter

Amount

0

6 0 Sub total of A = Sub total of A +B + C =

Driller

0

0

0

0.25

0 0

Formworks (D)

Unit Quantity Rate

0

day

Amount

0

compressor with pneumatic hour breaker/Jack hammer

Blaster

Description of Work:

Type 0

hour

Material (B)

Unit Quantity Rate day

Spec. cl. No: 1705

Amount

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 7 m., Hard Rock, Depth in Hard rock strata up to 3 m

Diver

Description of Work:

Sub total of B = Sub total of A + B + C + D=

1 meter

Formworks (D)

Amount Type Unit Quantity Rate Add for dewatering, if required

0

Spec. cl. No: 1705 Norms No. Type

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 7 m., Soft Rock, Depth in soft rock strata upto 3 m Labour (A)

1 meter

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

1

Description of Work:

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Beyond 30 m upto 40 m Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

1 meter

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

day

Spec. cl. No: 1705 Norms No. Type 17.5.D

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Beyond 30 m upto 40 m

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

0 0 0

1 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, Depth below bed level upto 3.0 M

1 meter

Norms No.

Labour (A)

Type

Material (B)

Unit Quantity Rate

Amount Type

Semi-skilled 17.6.A.i day (Sinking helper )

3

0

0

Skilled (Sinker) day

2

0

0

Sub total of A = Sub total of A +B + C =

0 0

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Labour (A)

Unit Quantity Rate

0

Skilled (Sinker) day

3

0

0

Sub total of A = Sub total of A +B + C =

0 0

Description of Work:

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Amount

Consumables in sinking

0 0

Type

Unit Quantity Rate

0

0

Sub total of C = Contractor's overhead expenses 15% =

6

0 0

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

0

0

Sub total of C = Contractor's overhead expenses 15% =

6

0 0

Sub total of D = Norms Rate = Unit Rate =

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, Beyond 10 m upto 20 m Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Type Sub total of A = 0

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0

Unit Quantity Rate Amount Type Sub total of C = 0

0

1 meter

1 meter

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

1 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

1 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, Beyond 30 m upto 40 m Labour (A)

0 0

Formworks (D)

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, Beyond 30 m upto 40 m Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Amount

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, Beyond 20 m upto 30 m Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

1 meter

Formworks (D)

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, Beyond 20 m upto 30 m Labour (A)

0

0

crane with grab bucket hour 0 0

0 0

Formworks (D)

Consumables in sinking

Sub total of B = Sub total of A + B + C + D=

Amount

0

crane with grab bucket hour Sub total of B = Sub total of A + B + C + D=

Amount Type 0

Spec. cl. No: 1705 Norms No. Type

Formworks (D)

Unit Quantity Rate

Material (B)

4

Description of Work:

Amount Type

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, Beyond 3 m upto 10 m depth

Semi-skilled 17.6.A.ii day (Sinking helper )

Spec. cl. No: 1705 Norms No. Type

Equipment (C)

Unit Quantity Rate

1 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0

Sub total of A +B + C =

Description of Work:

Spec. cl. No: 1705 Norms No. Type 17.6.B.i

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

4

0

0

Skilled (Sinker) day

3

0

0

Sub total of A = Sub total of A +B + C =

Description of Work:

Contractor's overhead expenses 15% =

0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type

Unit Quantity Rate

Amount

Type

Consumables in sinking

0

Crane with grab bucket

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Labour (A)

Material (B)

Amount Type

Equipment (C)

Unit Quantity Rate

Amount Type

Amount

Type

0

0

Skilled (Sinker) day

3

0

0

Air compressor with pneumatic chisel hour attachment for cutting hard clay.

6

0

0

Hire & running charges of crane with grab bucket of 0.75 hour cum capacity and accessories.

6

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of A = Sub total of A +B + C =

Description of Work:

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Unit Quantity Rate

Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Sub total of D = Norms Rate = Unit Rate =

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Material (B)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

0

1 meter

Amount

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

0 0 0

1 meter

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

1 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Beyond 20 m upto 30 m Labour (A)

0 0

Formworks (D)

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Beyond 10 m upto 20 m Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Amount

0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Beyond 10 m upto 20 m Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

1 meter

Formworks (D)

Unit Quantity Rate

6

Spec. cl. No: 1705 Norms No. Type

Sub total of D = Norms Rate = Unit Rate =

0 0

Consumables in sinking

Description of Work:

Unit Quantity Rate

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Beyond 3 m upto 10 m depth Unit Quantity Rate

0 0

Formworks (D)

Semi-skilled 17.6.B.ii day (Sinking helper )

Spec. cl. No: 1705 Norms No. Type

Norms Rate = Unit Rate =

0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Depth from bed level upto 3.0 M

Semi-skilled day (Sinking helper )

Spec. cl. No: 1705 Norms No. Type

Sub total of A + B + C + D=

0

1 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Beyond 20 m upto 30 m

1 meter

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type 17.6.C

Diver

Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Beyond upto 40 m Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Material (B)

Unit Quantity Rate

Amount Type

Equipment (C)

Unit Quantity Rate

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Semi-skilled day (Sinking helper )

12

0

0

Consumables in sinking

Skilled (Sinker) day

5

0

0

Air compressor with pneumatic breakers

Sub total of A = Sub total of A +B + C =

0 0

Sub total of B = Sub total of A + B + C + D=

0 0

Amount

Type

Unit Quantity Rate

Labour (A)

0 hour

6

0

0

crane with grab bucket hour

6

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Amount Type

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Unskilled

day

20

0

0 Electric Detonators

Nos

32

Blaster

day

1

0

0 Gelatin

Kg

8

day

3

0

0

Amount Type Consumables in 0 0 sinking. Dewatering, if 0 0 required.

Amount

0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 8 m., Hard Rock, Depth in hard rock strata upto 3 m Unit Quantity Rate

1 meter

Formworks (D)

Amount Type Unit Quantity Rate Add for dewatering, if required

0

1 meter

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 8 m., Soft Rock, Depth in soft rock strata upto 3 m Labour (A)

1 meter

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

0

Driller

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Beyond upto 40 m Labour (A)

1 meter

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

1

Description of Work:

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Beyond upto 40 m Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

1 meter

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

day

Spec. cl. No: 1705 Norms No. Type 17.6.D

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Beyond 20 m upto 30 m

0

1 meter

Formworks (D)

Unit Quantity Rate

compressor with pneumatic hour breaker/Jack hammer

0 0

Amount

Type 0 0

6

0

0

Unit Quantity Rate

Amount

Skilled

Description of Work:

Spec. cl. No: 1705 Norms No. Type 17.7.A.i

day

0

0

Sub total of A = Sub total of A +B + C =

6

0 0

Labour (A)

Amount Type 0

0

Skilled (Sinker) day

2

0

0

Sub total of A = Sub total of A +B + C =

0 0

Labour (A)

0

Skilled (Sinker) day

3

0

0

Sub total of A = Sub total of A +B + C =

0 0

Description of Work:

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

0 0

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Amount Type

0 0

0

1 meter

Amount

Type

Unit Quantity Rate

Amount

0

crane with grab bucket hour Sub total of B = Sub total of A + B + C + D=

0 0

Formworks (D)

Unit Quantity Rate

Consumables in sinking

Amount Type 0

Spec. cl. No: 1705 Norms No. Type

0

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Unit Quantity Rate 6

Description of Work:

6

6

Sub total of D = Norms Rate = Unit Rate =

0 0 0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 10 m., Sandy Soil, Beyond upto 1 meter 10 m depth

Semi-skilled 17.7.A.ii day (Sinking helper )

Spec. cl. No: 1705 Norms No. Type

0

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Unit Quantity Rate 5

Description of Work:

0 0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 10 m., Sandy Soil, Depth below bed level upto 3.0 M

Semi-skilled day (Sinking helper )

Spec. cl. No: 1705 Norms No. Type

crane with grab bucket hour Sub total of B = Sub total of A + B + C + D=

Equipment (C)

Unit Quantity Rate

Amount Type

Formworks (D)

Unit Quantity Rate

Amount

Consumables in sinking

0 0

Unit Quantity Rate

0

0

Sub total of C = Contractor's overhead expenses 15% =

6

0 0

Sub total of D = Norms Rate = Unit Rate =

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 10 m., Sandy Soil, Beyond upto Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Amount

0

crane with grab bucket hour Sub total of B = Sub total of A + B + C + D=

Type

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

0 0 0

1 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 10 m., Sandy Soil, Beyond upto 1 meter 30 m Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 10 m., Sandy Soil, Beyond upto 1 meter 30 m Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 10 m., Sandy Soil, Beyond upto 1 meter 40 m Labour (A)

Unit Quantity Rate Amount Type Sub total of A = 0

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0

Unit Quantity Rate Amount Type Sub total of C = 0

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0

Sub total of A +B + C =

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Labour (A)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Amount Type 0

Skilled (Sinker) day

3

0

0

Sub total of A = Sub total of A +B + C =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type

0 0

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Labour (A)

Material (B)

6

Sub total of D = Norms Rate = Unit Rate =

Unit Quantity Rate

Amount Type

Equipment (C)

Unit Quantity Rate

Amount Type

Skilled (Sinker) day

4

0

0

Air compressor with pneumatic chisel

Sub total of A = Sub total of A +B + C =

0 0

Sub total of B = Sub total of A + B + C + D=

Amount

Type

Unit Quantity Rate

6

0

0

crane with grab bucket hour

6

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 10 m., Clayey Soil, Beyond 10 m upto 20 m Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

1 meter

Amount

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

0 0 0

1 meter

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

1 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 10 m., Clayey Soil, Beyond upto 30 m Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

0

Formworks (D)

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 10 m., Clayey Soil, Beyond 10 m upto 20 m Labour (A)

0 0

0 hour

0 0

Amount

Formworks (D)

Unit Quantity Rate

0

Description of Work:

Unit Quantity Rate

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 10 m., Clayey Soil, Beyond 3m upto 10m depth

0

Spec. cl. No: 1705 Norms No. Type

Type 0

crane with grab bucket hour Sub total of B = Sub total of A + B + C + D=

6

Description of Work:

Amount

Consumables in sinking

Consumables in sinking

Spec. cl. No: 1705 Norms No. Type

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Formworks (D)

Unit Quantity Rate

Semi-skilled 17.7.B.ii day (Sinking helper )

Description of Work:

0 0

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Unit Quantity Rate 0

Spec. cl. No: 1705 Norms No. Type

Norms Rate = Unit Rate =

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 10 m., Clayey Soil, Depth below 1 meter bed level upto 3.0 M

6

Description of Work:

Contractor's overhead expenses 15% =

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 10 m., Sandy Soil, Beyond upto 1 meter 40 m

Semi-skilled 17.7.B.i day (Sinking helper )

Spec. cl. No: 1705 Norms No. Type

Sub total of A + B + C + D=

0

1 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0

Unit Rate = Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type 17.7.C

Diver

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 10 m., Clayey Soil, Beyond upto 30 m Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Labour (A)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Labour (A)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Material (B)

Unit Quantity Rate

Amount Type

Equipment (C)

Unit Quantity Rate

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

0

0

Semi-skilled day (Sinking helper )

20

0

0

Consumables in sinking @ 10 per cent of (b)

Skilled (Sinker) day

6

0

0

Air compressor with pneumatic breakers

Sub total of A = Sub total of A +B + C =

0 0

Sub total of B = Sub total of A + B + C + D=

0 0

1 meter

Formworks (D)

Amount Type Unit Quantity Rate Add for dewatering @ 5 per cent of cost, if required

2

1 meter

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 10 m., Soft Rock ( dia well ), Depth in soft rock strata upto Labour (A)

1 meter

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 10 m., Clayey Soil, Beyond upto 40 m Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

1 meter

Formworks (D)

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 10 m., Clayey Soil, Beyond upto 40 m Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

1 meter

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

day

Description of Work:

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 10 m., Clayey Soil, Beyond upto 40 m Labour (A)

1 meter

Formworks (D)

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 10 m., Clayey Soil, Beyond upto 30 m Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

0

Amount

Type

Unit Quantity Rate

Amount

0 hour

12

0

0

crane with grab bucket hour

12

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 10 m., Hard Rock ( dia well ), Depth in hard rock strata upto 3 m

0 0 0

1 meter

Description of Work:

Spec. cl. No: 1705 Norms No. Type 17.7.D

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 10 m., Hard Rock ( dia well ), Depth in hard rock strata upto 3 m Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Equipment (C)

Unit Quantity Rate

Unskilled

day

32

0

0 Electric Detonators

Nos

44

Blaster

day

2

0

0 Gelatin

Kg

11

Driller

day

2

0

0

Skilled

day

6

0

0

Sub total of A = Sub total of A +B + C =

0 0

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Labour (A)

Amount Type 0

0

Skilled (Sinker) day

2

0

0

Sub total of A = Sub total of A +B + C =

0 0

Labour (A)

0

Skilled (Sinker) day

3

0

0

Sub total of A = Sub total of A +B + C =

0 0

Description of Work:

Description of Work:

Spec. cl. No: 1705

crane with grab bucket hour

12

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Amount Type

Sub total of D = Norms Rate = Unit Rate =

0 0

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

6

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Amount Type

Amount

Type

Unit Quantity Rate

0

0

Sub total of C = Contractor's overhead expenses 15% =

12

0 0

Sub total of D = Norms Rate = Unit Rate =

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 12 m., Sandy Soil, Beyond upto Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

0 0 0 0.25 meter Amount

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

0 0 0 0.25 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 12 m., Sandy Soil, Beyond upto 30 m Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Amount

0

crane with grab bucket hour 0 0

0.25 meter

Formworks (D)

Unit Quantity Rate

Consumables in sinking

Sub total of B = Sub total of A + B + C + D=

0

0

crane with grab bucket hour Sub total of B = Sub total of A + B + C + D=

0 0

Formworks (D)

Unit Quantity Rate

Consumables in sinking

Amount Type 0

Spec. cl. No: 1705 Norms No. Type

0

Equipment (C)

Unit Quantity Rate

Amount

0 0

0 0

Unit Quantity Rate

0

12

Material (B)

Unit Quantity Rate 6

Description of Work:

Type

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 12 m., Sandy Soil, Beyond upto depth

Semi-skilled 17.8.A.ii day (Sinking helper )

Spec. cl. No: 1705 Norms No. Type

Amount

compressor with pneumatic hour breaker/Jack hammer

Material (B)

Unit Quantity Rate 4

Description of Work:

Sub total of B = Sub total of A + B + C + D=

Formworks (D)

Unit Quantity Rate

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 12 m., Sandy Soil, Depth below bed level upto 3.0 M

Semi-skilled 17.8.A.i day (Sinking helper )

Spec. cl. No: 1705 Norms No. Type

Amount Type Consumables in 0 0 sinking Dewatering, if 0 0 required.

1 meter

0.25 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 12 m., Sandy Soil, Beyond upto 30 m

0.25 meter

Norms No.

Labour (A)

Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

8

0

0

Skilled (Sinker) day

4

0

0

Sub total of A = Sub total of A +B + C =

0 0

Description of Work:

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Equipment (C)

Unit Quantity Rate

crane with grab bucket hour Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0

Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Labour (A)

Material (B)

Amount Type

Equipment (C)

Unit Quantity Rate

Amount Type

0

0

Air compressor with pneumatic chisel

Sub total of A = Sub total of A +B + C =

0 0

Sub total of B = Sub total of A + B + C + D=

Amount

Type

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Unit Quantity Rate

12

0

0

crane with grab bucket hour

12

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 12 m., Clayey Soil, Beyond 10 m upto 20 m Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Material (B)

Amount

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Equipment (C)

0 0 0 0.25 meter

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0 0.25 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 12 m., Clayey Soil, Beyond upto 30 m Labour (A)

0.25 meter

Formworks (D)

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 12 m., Clayey Soil, Beyond 10 m upto 20 m Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

0

0 hour

0 0

0 0

Formworks (D)

Unit Quantity Rate

6

Amount

1 meter

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 12 m., Clayey Soil, Beyond 3m upto 10m depth Unit Quantity Rate

0.25 meter

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Skilled (Sinker) day

Description of Work:

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

0

Spec. cl. No: 1705 Norms No.

Unit Quantity Rate

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Sandy Soil, Beyond upto 40 m

0

Description of Work:

Type

0

9

Spec. cl. No: 1705 Norms No. Type

12

Amount

Sub total of C = Contractor's overhead expenses 15% =

Consumables in sinking

Description of Work:

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Formworks (D)

Amount Type Unit Quantity Rate Consumables in sinking @ 10 per cent of (b)

Semi-skilled 17.8.B.ii day (Sinking helper )

Spec. cl. No: 1705 Norms No. Type

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 12 m., Clayey Soil, Depth below bed level upto 3.0 M

Semi-skilled 17.8.B.i day (Sinking helper )

Spec. cl. No: 1705 Norms No. Type

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Formworks (D)

0.25 meter

Norms No.

Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Labour (A)

Labour (A)

Unit Quantity Rate

Amount Type

2

0

0 0 0

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

0

0

Sub total of C = Contractor's overhead expenses 15% =

6

0 0

Sub total of D = Norms Rate = Unit Rate =

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Sandy Soil, 3m Beyond 10m upto depth Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Semi-skilled 17.9.A.ii day (Sinking helper )

6

0

0

Skilled (Sinker) day

3

0

0

Sub total of A = Sub total of A +B + C =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type

Amount

Type

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

0

0

Sub total of C = Contractor's overhead expenses 15% =

6

0 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Sub total of D = Norms Rate = Unit Rate =

Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

0 0 0

1 meter

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Amount

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Sandy Soil, Beyond upto 30 m

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

1 meter

Unit Quantity Rate

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Sandy Soil, Beyond upto Labour (A)

0

0

crane with grab bucket hour 0 0

0 0

Formworks (D)

Unit Quantity Rate

Consumables in sinking

Sub total of B = Sub total of A + B + C + D=

Amount

0

crane with grab bucket hour 0 0

1 meter

Formworks (D)

Consumables in sinking

Sub total of B = Sub total of A + B + C + D=

0.25 meter

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Sub total of A = Sub total of A +B + C =

Description of Work:

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Sandy Soil, Depth from bed level upto 3.0 M

Skilled (Sinker) day

Spec. cl. No: 1705 Norms No. Type

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

0.25 meter

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

0

Description of Work:

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

0

Spec. cl. No: 1705 Norms No. Type

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 12 m., Clayey Soil, Beyond upto 30 m

4

Description of Work:

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Diameter of well - 12 m., Clayey Soil, Beyond upto 30 m

Semi-skilled 17.9.A.i day (Sinking helper )

Spec. cl. No: 1705 Norms No. Type

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

1 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0

Unit Rate = Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Sandy Soil, Beyond upto 30 m Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Labour (A)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Labour (A)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate

Amount Type 0

Skilled (Sinker) day

4

0

0

Sub total of A = Sub total of A +B + C =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

0 0

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Labour (A)

Material (B)

Amount Type

12

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Amount Type

0

0

Skilled (Sinker) day

4

0

0

Air compressor with pneumatic chisel

Sub total of A = Sub total of A +B + C =

0 0

Sub total of B = Sub total of A + B + C + D=

Amount

Type

Unit Quantity Rate

12

0

0

crane with grab bucket hour

12

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), Beyond 10 m upto 20 m Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

0

1 meter

Amount

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

0 0 0

1 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), Beyond 10 m upto 20 m

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

0 0

0 hour

0 0

Amount

Formworks (D)

Unit Quantity Rate

12

Description of Work:

Amount

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), 3m Beyond 10 upto depth

Unit Quantity Rate

1 meter

0

crane with grab bucket hour Sub total of B = Sub total of A + B + C + D=

Consumables in sinking

Spec. cl. No: 1705 Norms No. Type

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Formworks (D)

Consumables in sinking

Semi-skilled 17.9.B.ii day (Sinking helper )

Description of Work:

1 meter

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

0

Spec. cl. No: 1705 Norms No. Type

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), Depth below bed level upto 3.0 M

10

Description of Work:

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

1 meter

Formworks (D)

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Sandy Soil, Beyond upto 40 m

Semi-skilled 17.9.B.i day (Sinking helper )

Spec. cl. No: 1705 Norms No. Type

Equipment (C)

0

1 meter

Formworks (D)

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type

Description of Work:

Spec. cl. No: 1705 Norms No. Type 17.9.C

Diver

Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Equipment (C)

Unit Quantity Rate

Formworks (D)

Amount Type Unit Quantity Rate Add for dewatering @ 5 per cent, if required

Semi-skilled day (Sinking helper )

18

0

0

Consumables in sinking @ 10 per cent of (b)

Skilled (Sinker) day

6

0

0

Air compressor with pneumatic breakers

Sub total of A = Sub total of A +B + C =

0 0

Sub total of B = Sub total of A + B + C + D=

Amount

Type

Labour (A)

12

0

0

crane with grab bucket hour

12

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Labour (A)

Unit Quantity Rate cum 12

Amount Type 0

0

Sub total of B = Sub total of A + B + C + D=

0 0

Material (B)

Amount Type Structural steel 0

day

20

0

0

0

Unit Quantity Rate

Formworks (D)

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Drawing and Technical Specifications.

Unit Quantity Rate

0 0

10 cum

Material (B)

Unit Quantity Rate Amount Type day 4 0 0 Sand (assuming 20 per cent voids ) day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Amount

0 hour

0 0

Unit Quantity Rate

0

Providing and Filling sand in Wells complete as per Drawing and Technical Specifications.

Electrodes, cutting gas and other consumables Unskilled

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Soft Rock (Twin D Type Well ), Depth in soft rock strata upto 1 meter 20m

0

Description of Work:

1 meter

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

0

Spec. cl. No: 1703 Norms No. Type

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), Beyond upto 30 m Labour (A)

1 meter

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

2

Description of Work:

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), Beyond upto 30 m

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

1 meter

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

day

Spec. cl. No: 1207 Norms No. Type "17.10" Unskilled Skilled

17.11

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), Beyond upto 30 m

tonne 1.05

Amount Type 0 0

Unit Quantity Rate

0 0 0

1 tonne

Equipment (C)

Unit Quantity Rate

Amount

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

Skilled (Fitter+Blacksmi day th +Welder)

20

0

0

Sub total of A = Sub total of A +B + C =

0 0

Sub total of B = Sub total of A + B + C + D=

0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for foundation and footings., (Class F1 Finish), Using timber (soft wood ) Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.1.a Unskilled day 2 0 0 Nails, spikes, etc. kg 1 0 0 Skilled day 1.5 0 0 struts, ballies, etc. cum 0.18 0 0 Planks 38 mm thick. cum 0.42 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), vertical plain surface, Using timber (soft wood ), Height above 6 m to 9 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.2.A.ii Unskilled day 4 0 0 Nails, spikes, etc. kg 4.5 0 i 0 Skilled day 3.2 0 0 struts, ballies, etc. cum 0.6 0 0 Ply wood 9 mm thick. sqm 11 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0

0 0

Formworks (D)

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), vertical plain surface, Using timber (soft wood ), Height above 3 m to 6 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.2.A.ii Unskilled day 2.8 0 0 Nails, spikes, etc. kg 3.5 0 0 Skilled day 2.6 0 0 struts, ballies, etc. cum 0.5 0 0 Ply wood 9 mm thick. sqm 11 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

Amount

10 sqm

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), vertical plain surface, Using timber (soft wood ), Height upto 3 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.2.A.i Unskilled day 2.2 0 0 Nails, spikes, etc. kg 2.5 0 0 Skilled day 2.2 0 0 struts, ballies, etc. cum 0.4 0 0 Ply wood 9 mm thick. sqm 11 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0

1 sqm

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for foundation and footings., (Class F1 Finish), Using steel Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.1.b Unskilled day 2.5 0 0 MS pipes dia. 40 mm m 36 0 0 Skilled day 1.5 0 0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos) nos. 178 0 0 Clamps nos. 21 0 0 MS sheet 14 gauge & angle stiffners kg 530 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0 0

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D =

Amount

0

Sub total of A +B + C =

0

Sub total of A + B + C + D=

0

Contractor's overhead expenses 15% =

Norms Rate = Unit Rate =

0

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), vertical plain surface, Using timber (soft wood ), Height above 9 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Increase the rate by 10 % for every additional meter height to 18.2.A.iv the rate for previous height Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), vertical plain surface, Using steel, Height upto Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.2.B.i Unskilled day 2.2 0 0 MS pipes dia. 40 mm m 70 0 0 Skilled day 1.6 0 0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos) nos. 178 0 0 Clamps nos. 40 0 0 MS sheet 14 gauge & angle stiffners kg 530 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

18.2.B.iii Unskilled Skilled

day day

4 2.3

0

0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos)

nos.

0

0 Clamps MS pipes dia. 40 mm MS sheet 14 gauge & angle stiffners

nos. m kg

Sub total of A = Sub total of A +B + C =

0 0

178

0

64 0 112 0 530 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0 0

Sub total of C = Contractor's overhead expenses 15% =

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), Vertical curve surface, using timber, Height upto 3 m

Amount

0 0 0

10 sqm

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Description of Work:

0

Formworks (D)

0 0

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), vertical plain surface, Using steel, Height above 9 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Increase the rate by 10 % for every additional meter height to 18.2.B.iv the rate for previous height Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0 0

Formworks (D)

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), vertical plain surface, Using steel, Height above 6 m to 9 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type

Amount

10 sqm

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), vertical plain surface, Using steel, Height above 3 m to 6 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.2.B.ii Unskilled day 2.8 0 0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos) nos 178 0 0 Skilled day 1.9 0 0 Clamps nos 50 0 0 MS pipes dia. 40 mm m 88 0 0 MS sheet 14 gauge & angle stiffners kg 530 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0 0

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

10 sqm

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), Vertical curve surface, using timber, Height upto 3 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.3.A.i Unskilled day 3 0 0 Nails, spikes, etc. kg 4 0 0 Skilled day 3 0 0 Timber cum 0.6 0 0 Ply wood 9 mm thick. sqm 11 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), Vertical curve surface, using timber, Height above 3m to 6 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.3.A.ii Unskilled day 3.8 0 0 Nails, spikes, etc. kg 5 0 0 Skilled day 3.5 0 0 Timber cum 0.72 0 0 Ply wood 9 mm thick. sqm 11 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0 0

Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), Vertical curve surface, using steel, Height above 3 m to 6 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.3.B.ii Unskilled day 3.8 0 0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos) nos 178 0 0

Amount

10 sqm

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), Vertical curve surface, using steel, Height upto 3 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.3.B.i Unskilled day 3 0 0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos) nos 178 0 0 Skilled day 2 0 0 Clamps nos 60 0 0 MS pipes dia. 40 mm m 105 0 0 MS sheet 14 gauge & angle stiffners kg 530 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0

Formworks (D)

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), Vertical curve surface, using timber, Height above 9 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Increase the rate by 10 % for every additional meter height to 18.3.A.iv the rate for previous height Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0 0

10 sqm

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), Vertical curve surface, using timber, Height above 6 m to 9 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.3.A.ii Unskilled day 5.4 0 0 Nails, spikes, etc. kg 6 0 i 0 Skilled day 4.3 0 0 Timber cum 0.9 0 0 Ply wood 9 mm thick. sqm 11 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

Amount

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Amount

Skilled

day

2.4

0

Sub total of A = Sub total of A +B + C =

0 Clamps MS pipes dia. 40 mm MS sheet 14 gauge & angle stiffners 0 0

nos m kg

72 0 126 0 530 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), Vertical curve surface, using steel, Height above 6 m to 9 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.3.B.iii Unskilled Skilled

day day

5.4 3

0

0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos)

nos

0

0 Clamps MS pipes dia. 40 mm MS sheet 14 gauge & angle stiffners

nos m kg

Sub total of A = Sub total of A +B + C =

0 0

178

0

91 0 160 0 530 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0 0

Sub total of C = Contractor's overhead expenses 15% =

Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Square / Rectangular surface, Using timber, Height upto 6 m to 9m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.4.A.ii Unskilled day 4.4 0 0 Nails, spikes, etc. kg 5 0 i 0 Skilled day 4 0 0 Timber cum 0.75 0 0 Ply wood 9 mm thick. sqm 11 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0

0 0

Formworks (D)

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Square / Rectangular surface, Using timber, Height upto 3 m to 6m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.4.A.ii Unskilled day 3.2 0 0 Nails, spikes, etc. kg 4 0 0 Skilled day 3.2 0 0 Timber cum 0.6 0 0 Ply wood 9 mm thick. sqm 11 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

Amount

10 sqm

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Square / Rectangular surface, Using timber, Height upto 3 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.4.A.i Unskilled day 2.4 0 0 Nails, spikes, etc. kg 3 0 0 Skilled day 2.75 0 0 Timber cum 0.5 0 0 Ply wood 9 mm thick. sqm 11 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0

10 sqm

0 0

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), Vertical curve surface, using steel, Height more than above 9 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Increase the rate by 10 % for every additional meter height to 18.3.B.iv the rate for previous height Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0 0

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D =

Amount

0

Sub total of A +B + C =

0

Sub total of A + B + C + D=

0

Contractor's overhead expenses 15% =

Norms Rate = Unit Rate =

0

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Square / Rectangular surface, Using timber, Above 9 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Increase the rate by 10 % for every additional meter height to 18.4.A.iv the rate for previous height Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Square / Rectangular surface, Using steel, Height upto 3 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.4.B.i Unskilled day 2.4 0 0 MS pipes dia. 40 mm m 90 0 0 Skilled day 2 0 0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos) nos 178 0 0 Clamps nos 51 0 0 MS sheet 14 gauge & angle stiffners kg 530 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

18.4.B.iii Unskilled Skilled

day

4.4

0

0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos)

nos

day

2.9

0

0 Clamps MS pipes dia. 40 mm MS sheet 14 gauge & angle stiffners

nos m kg

Sub total of A = Sub total of A +B + C =

0 0

178

0

78 0 137 0 530 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0 0

Sub total of C = Contractor's overhead expenses 15% =

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Circular surface, Using timber, Height upto 3 m

Amount

0 0 0

10 sqm

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Description of Work:

0

Formworks (D)

0 0

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Square / Rectangular surface, Using steel, Above 9 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Increase the rate by 10 % for every additional meter height to 18.4.B.iv the rate for previous height Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0 0

Formworks (D)

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Square / Rectangular surface, Using steel, Height upto 6 m to 9m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type

Amount

10 sqm

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Square / Rectangular surface, Using steel, Height upto 3 m to 6m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.4.B.ii Unskilled day 3.1 0 0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos) nos 178 0 0 Skilled day 2.3 0 0 Clamps nos 62 0 0 MS pipes dia. 40 mm m 108 0 0 MS sheet 14 gauge & angle stiffners kg 530 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0 0

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

10 sqm

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Circular surface, Using timber, Height upto 3 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.5.A.i Unskilled day 3.3 0 0 Nails, spikes, etc. kg 5 0 0 Skilled day 3.6 0 0 Timber cum 0.75 0 0 Ply wood 9 mm thick. sqm 11 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Circular surface, Using timber, Height upto 3 m to 6m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.5.A.ii Unskilled day 4.2 0 0 Nails, spikes, etc. kg 6.5 0 0 Skilled day 4.2 0 0 Timber cum 1 0 0 Ply wood 9 mm thick. sqm 11 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0 0

Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Circular surface, Using steel, Height upto 3 m to 6m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.5.B.ii Unskilled day 4.2 0 0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos) nos 178 0 0

Amount

10 sqm

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Circular surface, Using steel, Height upto 3 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.5.B.i Unskilled day 3.3 0 0 Nuts & bolts 6mm dia. ( @approx. 2 kg per 100 nos) nos 178 0 0 Skilled day 2.4 0 0 Clamps nos 77 0 0 MS pipes dia. 40 mm m 135 0 0 MS sheet 14 gauge & angle stiffners kg 530 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0

Formworks (D)

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Circular surface, Using timber, Above 9 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Increase the rate by 10 % for every additional meter height to 18.5.A.iv the rate for previous height Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0 0

10 sqm

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Circular surface, Using timber, Height upto 6 m to 9m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.5.A.ii Unskilled day 5.9 0 0 Nails, spikes, etc. kg 8 0 i 0 Skilled day 5.2 0 0 Timber cum 1.2 0 0 Ply wood 9 mm thick. sqm 11 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

Amount

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Amount

Skilled

day

2.9

0

Sub total of A = Sub total of A +B + C =

0 Clamps MS pipes dia. 40 mm MS sheet 14 gauge & angle stiffners 0 0

nos m kg

93 0 162 0 530 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Circular surface, Using steel, Height upto 6 m to 9m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.5.B.iii Unskilled Skilled

day

2.9

0

0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos)

nos

day

3.6

0

0 Clamps MS pipes dia. 40 mm MS sheet 14 gauge & angle stiffners

nos m kg

Sub total of A = Sub total of A +B + C =

0 0

178

0

118 0 206 0 530 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0 0

Sub total of C = Contractor's overhead expenses 15% =

Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for slab structure., Class F2 Finish, False work not included, Using shuttering Ply Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.6.C Unskilled day 2.5 0 0 Rafter, beam, battens etc. cum 0.1 0 0 Skilled day 1.5 0 0 Nails, spikes, etc. kg 2 0 0 Ply wood 12 mm thick. sqm 11 0 0 Unit =sqm (For 10 sqm) Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0 0

Formworks (D)

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for slab structure., Class F2 Finish, False work not included, Using steel Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.6.B Unskilled day 2.5 0 0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos) nos 178 0 0 Skilled day 1.25 0 0 MS sheet 14 gauge & angle stiffners kg 530 0 0 Unit =sqm (For 10 sqm) Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

Amount

10 sqm

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for slab structure., Class F2 Finish, False work not included, Using timber Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.6.A Unskilled day 2.5 0 0 Nails, spikes, etc. kg 2.5 0 0 Skilled day 1.8 0 0 Planks 38 mm thick. & rafters, beam, battens etc. cum 0.54 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0

10 sqm

0 0

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Circular surface, Using steel, Above 9 m Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Increase the rate by 10 % for every additional meter height to 18.5.B.iv the rate for previous height Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0 0

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate =

Amount

0 0

Unit Rate = Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for slab & beam structure., Class F2 Finish, False work not included, Using timber Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.7.A Unskilled day 3 0 0 Nails, spikes, etc. kg 4 0 0 Skilled day 3 0 0 Planks 38 mm thick. & rafters, beam, battens etc. cum 0.82 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for slab & beam structure., Class F2 Finish, False work not included, Using steel Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.7.B Unskilled day 3 0 0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos) nos 178 0 0 Skilled day 2 0 0 Clamps nos 18 0 0 MS pipes dia. 40 mm m 32 0 0 MS sheet 14 gauge & angle stiffners kg 530 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Spec. cl. No: 1804, 1805 Norms No.

Material (B)

Equipment (C)

Amount

0 0 0

10 sqm

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Providing , Preparing and Installing form work including necessary supports and removing after completion for precast element., Class F3 Finish, Square / Rectangular section, Using timber Labour (A)

0

Formworks (D)

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for arch structure., Class F2 Finish, False work not included, Using steel Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.8.B Unskilled day 3 0 0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos) nos 178 0 0 Skilled day 2.5 0 0 Clamps nos 18 0 0 MS pipes dia. 40 mm m 32 0 0 MS sheet 14 gauge & angle stiffners kg 530 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0 0

Formworks (D)

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for arch structure., Class F2 Finish, False work not included, Using timber Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.8.A Unskilled day 3 0 0 Nails, spikes, etc. kg 4 0 0 Skilled day 3.5 0 0 Rafters, beam, battens etc. cum 0.3 0 0 Ply wood 12 mm thick. sqm 11 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

Amount

10 sqm

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for slab & beam structure., Class F2 Finish, False work not included, Using shuttering Ply Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.7.C Unskilled day 3 0 0 Nails, spikes, etc. kg 3 0 0 Skilled day 2.5 0 0 Rafter, strut, battens etc. cum 0.32 0 0 Ply wood 12 mm thick. sqm 11 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0

Amount

0 0 0

10 sqm Formworks (D)

Norms No. Type 18.9.I.a Unskilled Skilled

Unit Quantity Rate day 2 day 2.5

0 0

Sub total of A = Sub total of A +B + C =

Amount Type 0 Nails, spikes, etc. 0 Timber Ply wood 9 mm thick.

Unit Quantity Rate Amount kg 2 0 cum 0.2 0 sqm 11 0 Sub total of B = Sub total of A + B + C + D=

0 0

Type 0 0 0 0 0

Unit Quantity Rate

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for precast element., Class F3 Finish, Square / Rectangular section, Using steel Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.9.I.b Unskilled day 2 0 0 Nuts & bolts dia. ( @approx. 2 kg per 100 nos) nos 178 0 0 Skilled day 2 0 0 Clamps nos 18 0 0 MS pipes dia. 40 mm m 32 0 0 MS sheet 14 gauge & angle stiffners kg 530 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

Description of Work:

Spec. cl. No: Norms No. Type

0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Amount

0 0 0

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Description of Work:

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Providing , Preparing and Installing form work including necessary supports and removing after completion for precast element., Class F3 Finish, Circular section, Using steel Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.9.II.b Unskilled day 2 0 0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos) nos 178 0 0 Skilled day 2.5 0 0 Clamps nos 24 0 0 MS pipes dia. 40 mm m 42 0 0 MS sheet 14 gauge & angle stiffners kg 530 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

Unit Quantity Rate

18.10.A.i Unskilled

day

Labour (A)

day

Material (B)

8

Amount Type 0

8 0 Sub total of A = Sub total of A +B + C =

Equipment (C)

Unit Quantity Rate

0 Nails, spikes, etc.

kg

0 Timber

cum 0.8

0 0

2.5

Amount Type 0

0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0

Unit Quantity Rate

Sub total of C = Contractor's overhead expenses 15% =

Amount

0 0 0

10 sqm Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification For Slab and Box culverts, Using timber, Height upto 2 m

Spec. cl. No: 1803 Norms No. Type

Skilled

0 0

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Arch Bridge, Using steel, Height above 9 m

Providing , Preparing and Installing form work including necessary supports and removing after completion for precast element., Class F3 Finish, Circular section, Using timber Spec. cl. No: 1804, 1805 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 18.9.II.a Unskilled day 2.5 0 0 Nails, spikes, etc. kg 3 0 0 Skilled day 3 0 0 Timber cum 0.2 0 0 Ply wood 9 mm thick. sqm 11 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

Description of Work:

Amount

Amount

0 0 0

10 sqm

Formworks (D)

Amount

Type

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

Description of Work:

Spec. cl. No: 1803 Norms No. Type 18.10.A.i Unskilled i Skilled

Description of Work:

Spec. cl. No: 1803 Norms No. Type 18.10.A.i Unskilled ii Skilled

Description of Work:

Spec. cl. No: 1803 Norms No. Type

Description of Work:

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification For Slab and Box culverts, Using timber, Height above 2 m to 4 m Labour (A)

Material (B)

Unit Quantity Rate day

18

Amount Type 0

day

16 0 Sub total of A = Sub total of A +B + C =

Equipment (C)

Unit Quantity Rate

0 Nails, spikes, etc.

kg

0 Timber

cum 1.4

0 0

Labour (A)

Material (B)

Unit Quantity Rate day

28

Amount Type 0

day

24 0 Sub total of A = Sub total of A +B + C =

0 Nails, spikes, etc.

kg

0 Timber

cum 1.9

0 0

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

0

0 0 0 0

Unit Quantity Rate

Amount

0 0 0

10 sqm

Formworks (D)

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Amount

0 0 0

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification For Slab and Box culverts, Using timber, For Height above 6 m Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification For Slab and Box culverts, Using steel, Height upto 2 m

6

0

0 MS pipes dia. 40 - 50 mm

m

day

4

0

0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos) Clamps

nos nos

Labour (A)

Material (B)

Amount Type

Sub total of A = Sub total of A +B + C =

Equipment (C)

Unit Quantity Rate

0 0

240

Amount Type 0

178 0 137 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0

Unit Quantity Rate

10 sqm

Formworks (D)

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification For Slab and Box culverts, Using steel, Height above 2 m to 4 m Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Equipment (C)

Unit Quantity Rate

day

14

0

0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos)

nos

day

8

0

0 Clamps MS pipes dia. 40 mm

nos m

Sub total of A = Sub total of A +B + C =

Description of Work:

5.5

Amount Type

0 Sub total of B = Sub total of A + B + C + D=

day

Spec. cl. No: 1803 Norms No. Type 18.10.B.i Unskilled ii

Amount

Equipment (C)

Unit Quantity Rate

18.10.B.i Unskilled

Description of Work:

0 0 0 0

Unit Quantity Rate

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification For Slab and Box culverts, Using timber, Height above 4 m to 6 m

Unit Quantity Rate

Spec. cl. No: 1803 Norms No. Type 18.10.B.i Unskilled i Skilled

Amount Type 0

0 Sub total of B = Sub total of A + B + C + D=

Spec. cl. No: 1803 Norms No. Type

Skilled

4

10 sqm

Formworks (D)

178

Amount Type 0

24 0 42 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0

Unit Quantity Rate

Labour (A)

Material (B)

day

20

Amount Type

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

0

0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos)

Equipment (C)

Unit Quantity Rate nos

178

Amount Type 0

0

Unit Quantity Rate

0 0 0

10 sqm

Formworks (D)

Amount

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification For Slab and Box culverts, Using steel, Height above 4 m to 6 m

Unit Quantity Rate

Amount

Amount

0 0 0

10 sqm

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

Skilled

day

12

0

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 1803 Norms No. Type 18.10.B.i v

Description of Work:

Spec. cl. No: 1803 Norms No. Type 18.11.a.i Unskilled Skilled

Description of Work:

Description of Work:

Spec. cl. No: Norms No. Type

Description of Work:

Spec. cl. No: 1803 Norms No. Type

Material (B)

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Amount Type Unit Quantity Rate Amount Type Increase the rate by 10% for every additional meter height to the rate for the previous height or Design as a special case and derive Norms Sub total of A = Sub total of B = 0 0 Sub total of A +B + C = Sub total of A + B + C + D= 0 0

Unit Quantity Rate

Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 14 0 0 Nails, spikes, etc. day 14 0 0 Timber Sub total of A = 0 Sub total of A +B + C = #NAME?

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

32

Material (B)

Amount Type 0

kg

day

28 0 0 Timber Sub total of A = 0 Sub total of A +B + C = #NAME?

12 #NAME?

Amount Type

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Unit Quantity Rate

Labour (A)

day

50

10 sqm

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

#NAME?

cum

4 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Material (B)

Amount Type 0

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Beam Bridge, Using timber, Height above 6 m to 9 m

Unit Quantity Rate

0 0 0

Formworks (D)

Amount

Equipment (C)

Unit Quantity Rate

0 Nails, spikes, etc.

Amount

10 sqm

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Beam Bridge, Using timber, Height above 3 m to 6 m Labour (A)

0

10 sqm

Unit Quantity Rate

0 0

Equipment (C)

Unit Quantity Rate Amount Type kg 6 #NAME? #NAME? cum 2 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

0 0

Formworks (D)

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Beam Bridge, Using timber, Height upto 3 m

day

Skilled

0 0 0 0

Unit Quantity Rate

Unit Quantity Rate

Description of Work:

325 0 570 0 Sub total of B = Sub total of A + B + C + D=

0 0

Labour (A)

18.11.a.ii Unskilled

Spec. cl. No: 1803 Norms No. Type 18.11.a.ii Unskilled i

nos m

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification For Slab and Box culverts, Using steel, Height above 6 m

Spec. cl. No: 1803 Norms No. Type

Skilled

0 Clamps MS pipes dia. 40 mm

Equipment (C)

Unit Quantity Rate

0 Nails, spikes, etc.

kg

day

40 0 0 Timber Sub total of A = 0 Sub total of A +B + C = #NAME?

21 #NAME?

Amount Type

Unit Quantity Rate

10 sqm

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

#NAME?

cum

7 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

, Height above 9 m Increase the rate by 10% for every additional meter height to the rate for the previous height or Design as a special case and derive Norms Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Beam Bridge, Using steel, Height upto 3 m Labour (A)

Unit Quantity Rate

Material (B)

Amount Type

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

10 sqm

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

18.11.b.i Unskilled Skilled

day day

11 7

0 0

0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos) 0 Clamps MS pipes dia. 40 - 50 mm

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 1803 Norms No. Type 18.11.b.i Unskilled i Skilled

Description of Work:

Labour (A)

Spec. cl. No: Norms No. Type

Description of Work:

Amount Type

25

0

0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos)

nos

day

14

0

0 Clamps MS pipes dia. 40 mm

nos m

Labour (A)

178 #NAME?

342 #NAME? 600 #NAME? Sub total of B = Sub total of A + B + C + D=

Amount Type

#NAME? #NAME? #NAME? #NAME? #NAME?

Unit Quantity Rate

10 sqm

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

40

0

0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos)

nos

day

20

0

0 Clamps MS pipes dia. 40 mm

nos m

Amount Type

178 #NAME?

560 #NAME? 980 #NAME? Sub total of B = Sub total of A + B + C + D=

#NAME? #NAME? #NAME? #NAME? #NAME?

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

day

10 sqm

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

, Height above 9 m Increase the rate by 10% for every additional meter height to the rate for the previous height or Design as a special case and derive Norms Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Arch Bridge, Using timber, Height upto 3 m

day

Description of Work:

Amount Type

Material (B)

Unit Quantity Rate

18.12.A.i Unskilled

Spec. cl. No: Norms No. Type 18.12.A.i Unskilled i Skilled

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Beam Bridge, Using steel, Height above 3 m to 6m

Unit Quantity Rate

Description of Work:

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Equipment (C)

Unit Quantity Rate

day

Spec. cl. No: 1803 Norms No. Type

Skilled

#NAME? #NAME? #NAME? #NAME? #NAME?

Material (B)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

178 #NAME? 171 #NAME? 300 #NAME? Sub total of B = Sub total of A + B + C + D=

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Beam Bridge, Using steel, Height above 3 m to 6m

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 1803 Norms No. Type 18.11.b.i Unskilled ii Skilled

nos nos m

Labour (A)

16

Material (B)

Amount Type 0

day

18 0 Sub total of A = Sub total of A +B + C =

Equipment (C)

Unit Quantity Rate

0 Nails, spikes, etc.

kg

3.5

0 Timber

cum 1.2

Amount Type 0

0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0

Unit Quantity Rate

10 sqm

Formworks (D)

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Arch Bridge, Using timber, Height above 3m to 6 m Labour (A)

Material (B)

Unit Quantity Rate day day

36

Amount Type 0

36 0 Sub total of A = Sub total of A +B + C =

Equipment (C)

Unit Quantity Rate

0 Nails, spikes, etc.

kg

0 Timber

cum 2.4

0 0

7

Amount Type 0

0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0

Unit Quantity Rate

Sub total of C = Contractor's overhead expenses 15% =

Amount

0 0 0

10 sqm

Formworks (D)

Amount

Type

Unit Quantity Rate

0 0

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Arch Bridge, Using timber, Height above 6 m to 9 m

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

10 sqm

Description of Work:

Spec. cl. No: Norms No. Type 18.12.A.i Unskilled ii Skilled

Description of Work:

Spec. cl. No: Norms No. Type

Description of Work:

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Arch Bridge, Using timber, Height above 6 m to 9 m Labour (A)

Material (B)

Unit Quantity Rate day

57

Amount Type 0

day

50 0 Sub total of A = Sub total of A +B + C =

Equipment (C)

Unit Quantity Rate

0 Nails, spikes, etc.

kg

0 Timber

cum 4.2

0 0

Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

12

0

0 MS pipes dia. 40 - 50 mm

m

day

8

0

0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos) Clamps

nos nos

Labour (A)

Material (B)

Amount Type

Sub total of A = Sub total of A +B + C =

Spec. cl. No: Norms No. Type 18.12.B.i Unskilled ii Skilled

360

Amount Type 0

178 0 205 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0

Material (B)

Amount Type

Amount

0 0 0

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Unit Quantity Rate

10 sqm

Formworks (D)

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

day

25

0

0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos)

nos

day

16

0

0 Clamps MS pipes dia. 40 mm

nos m

178

Amount Type 0

410 0 720 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0

Unit Quantity Rate

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

day

46

0

0 Nuts & bolts 6 mm dia. ( @approx. 2 kg per 100 nos)

nos

day

25

0

0 Clamps MS pipes dia. 40 mm

nos m

178

Amount Type

Sub total of C = Contractor's overhead expenses 15% =

0

674 0 1180 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0

Unit Quantity Rate

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Unit Quantity Rate

19.1

day

2.00

Material (B)

Amount Type Add 1 per cent of cost of bearing assembly for foundation 0 0 anchorage bolts, lifting arrangements, grease and other consumables.

Amount Type

Sub total of C = Contractor's overhead expenses 15% =

0

Unit Quantity Rate

Amount

0 0 0

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Amount

0 0 0

250 tonne

Equipment (C)

Unit Quantity Rate

0

10 sqm

Supplying, fitting and fixing in position true to line and level cast steel rocker bearing including all accessories as per Drawing and Technical Specifications. Labour (A)

0 0

Formworks (D)

Amount

Equipment (C)

Unit Quantity Rate

Amount

10 sqm

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Arch Bridge, Using steel, Height above 6 m to 9 m

Spec. cl. No: 1902 Norms No. Type Unskilled

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

0 0

Labour (A)

Unit Quantity Rate

Sub total of A = Sub total of A +B + C =

Description of Work:

Unit Quantity Rate

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Arch Bridge, Using steel, Height above 3 m to 6 m

Sub total of A = Sub total of A +B + C =

Description of Work:

Sub total of C = Contractor's overhead expenses 15% =

Type

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Arch Bridge, Using steel, Height upto 3 m

day

Skilled

Formworks (D)

Amount

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Unit Quantity Rate

Spec. cl. No: Norms No. Type 18.12.B.i Unskilled i

0 0 0 0

Unit Quantity Rate

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Arch Bridge, Using timber, Height above 9 m

18.12.B.i Unskilled

Description of Work:

0

0 Sub total of B = Sub total of A + B + C + D=

Spec. cl. No: Norms No. Type

Skilled

12

Amount Type

10 sqm

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

Skilled

day

1.00

0

Cast steel rocker bearing assembly of 250 tonne design load 0 capacity duly painted complete with all its components as per nos drawing and specifications

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Unit Quantity Rate

19.2

Skilled

day

1.00

Unskilled

day

1.00

Labour (A)

Unit Quantity Rate

19.3

Skilled

day

1.00

Unskilled

day

1.00

Material (B)

Amount Type Add 1 per cent of cost of bearing assembly for foundation 0 0 anchorage bolts, lifting arrangements, grease and other consumables. 0

Forged steel roller bearing of 250 tonne design load capacity 0 duly painted complete with all its components as per drawing and specifications

Labour (A)

Unit Quantity Rate

19.4

Skilled

day

1.00

Unskilled

day

1.00

Unskilled

Description of Work:

Amount Type

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

0

nos. 1.00

#NAME? #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

1.00

Formworks (D)

Amount

Type

Unit Quantity Rate

#NAME?

Material (B)

0

0

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME? 19.2 cubic centimete r

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Labour (A)

Elastomeric bearing assembly consisting of 7 layers of elastomer bonded to 6 nos. internal reinforcing steel laminates nos by the process of vulcanization, complete with all components as per drawing and Technical Specifications.

1.00

#NAME? #NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Material (B)

Amount Type Add 1 per cent of cost of bearing assembly for foundation day 1.00 0 0 anchorage bolts and consumables. Supply of sliding plate bearing of 80 tonne design capacity day 1.00 0 0 complete as per drawings and Technical Specifications. Sub total of A = 0 Sub total of A +B + C = #NAME?

Amount

0

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Supplying, fitting and fixing in position true to line and level sliding plate bearing with stainless steel plate sliding on stainless steel plate with mild steel matrix including all accessories as per Drawing and Technical Specifications.

Unit Quantity Rate

Amount

#NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Amount Type Add 1 per cent of cost of bearing assembly for foundation 0 0 anchorage bolts and consumables.

80 tonne

0

PTFE sliding plate bearing assembly of 80 tonnes design load 0 capacity duly painted complete with all its components as per nos drawing and Technical Specifications

Labour (A)

Amount

0

Material (B)

Amount Type Add 1 per cent for foundation anchorage bolts and 0 0 consumables.

Sub total of A = 0 Sub total of A +B + C = #NAME?

Skilled

250 tonne

Supplying, fitting and fixing in position true to line and level elastomeric bearing including all accessories as per Drawing and Technical Specifications.

Spec. cl. No: 1902 Norms No. Type

19.5

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel including all accessories as per Drawing and Technical Specifications ( BS: 5400, section 9.1 & 9.2 for PTFE) ).

Spec. cl. No: 1902 Norms No. Type

Spec. cl. No: 1902 Norms No. Type

#NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

#NAME?

Supplying, fitting and fixing in position true to line and level forged steel roller bearing including all accessories as per Drawing and Technical Specifications.

Spec. cl. No: 1902 Norms No. Type

Description of Work:

1.00

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

80 tonne

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0 nos

1.00

#NAME?

#NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements as per Drawing and Technical Specifications.

250 tonne

Spec. cl. No: 1902 Norms No. Type 19.6

Skilled

Unskilled

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements as per Drawing and Technical Specifications. Labour (A)

Unit Quantity Rate day

day

1.00

2.00

Material (B)

Amount Type Add 1 per cent of cost of bearing assembly for foundation 0 0 anchorage bolts and consumables.

0

Pot type bearing assembly consisting of a metal piston supported by a disc, PTFE pads providing sliding surfaces against stainless steel mating together with cast steel 0 assemblies/fabricated structural steel assemblies duly painted with all components as per clause 2006 and complete as per drawings and Technical Specifications.

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 1901 Norms No. Type 19.7

Skilled Unskilled

Description of Work:

Spec. cl. No: 1901 Norms No. Type 19.8

Labour (A)

Amount Type Add 1 per cent of cost of steel plate cutting, welding 0 consumables and galvanized nails. Galvanized MS. plate 200 mm wide, 12 mm thick @ 94.20 day 1.00 0 0 kg/sqm including 5 per cent wastage Sub total of A = 0 Sub total of A +B + C = #NAME? day

1.00

1.00

Type

Unit Quantity Rate

#NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

day

1.00

0

0

Amount

Type

Unit Quantity Rate

kg

237.50

#NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

Unit Quantity Rate day

1.00

0

Supply of elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric meter 12.00 slab unit conforming to approved drawings and standard specification

Formworks (D)

Amount

Type

Unit Quantity Rate

Unskilled

day

1.00

0

0

Preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanized in a single operation for the full length of a joint to ensure water tightness. Add 5 per cent of cost of above for structural steel for anchorage, welding and other incidentals. Galvanized angle sections 100 mm x 100 mm of 12 mm thickness wieldable structural steel a

Sub total of A = 0 Sub total of A +B + C = #NAME?

#NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Amount

0

meter 12.00

#NAME? #NAME?

0 kg

446.00

#NAME?

#NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Material (B)

12 meter

Formworks (D)

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Strip Seal Expansion Joint, Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved Drawings and Technical specifications. Labour (A)

Amount

#NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Amount Type Add 1 per cent of cost of sealing element for lubricant-cum0 adhesive and other consumables.

12 meter

0

Material (B)

Skilled

Amount

#NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Compression Seal Joint, Providing and laying of compression seal joint consisting of steel armored nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement and vertical movement all complete as per Drawing and Technical Specifications. Labour (A)

12 meter

Formworks (D)

0

Material (B)

Amount Type Add 5 per cent of cost of material for anchorage 0 0 reinforcement, welding and other incidentals.

Amount

#NAME?

0

Labour (A)

Unit Quantity Rate

Unskilled

Description of Work:

Formworks (D)

Amount

Elastomeric Slab Steel Expansion Joint, Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per Drawings and Technical specifications

1.00

Spec. cl. No: 1901 Norms No.

nos

Material (B)

Sub total of A = 0 Sub total of A +B + C = #NAME?

19.9

Unit Quantity Rate

0

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

day

Description of Work:

Amount Type

Buried Joint, Providing and laying a buried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanized wieldable structural steel plate as per IS: 2062, placed symmetrical to center line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanized nails spaced 300 mm c/c along the center line of the plate as per Drawing and Specifications.

Skilled

Spec. cl. No: 1901 Norms No. Type

Equipment (C)

Unit Quantity Rate

250 tonne

Equipment (C)

12 meter Formworks (D)

Norms No.

Type

Unit Quantity Rate

19.10

Skilled

day

1.00

0

Unskilled

day

1.00

0

Amount Type Add 5 per cent of cost of material for anchorage 0 reinforcement, welding and other incidentals. 0

Supply of complete assembly of strip seal expansion joint comprising of edge beams, anchorage, strip seal element and complete accessories as per approved specifications and drawings.

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 1901 Norms No. Type

19.11

19.12

Labour (A)

Unskilled

day

Unit Quantity Rate

Amount

#NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

0

Equipment (C)

Unit Quantity Rate

Supply of a modular strip/box seal joint assembly comprising of edge beams, central beam, 2 modules chloroprene seal, 0 anchorage elements, support and control system, all steel meter 12.00 sections protected against corrosion and installed by the manufacturer or his authorized representative.

Labour (A)

day

Description of Work:

1.00

Amount Type

Amount Type

Formworks (D)

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

#NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

1.00

Amount Type

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = 0

0

Equipment (C)

Unit Quantity Rate

Supply of a modular box/box seal joint assembly containing 3 modules/cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and 0 meter 12.00 control system, all steel sections protected against corrosion and installed by the manufacturer or his authorized representative.

1.00 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

Amount Type

12 meter

Formworks (D)

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

#NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and laying of Plain Cement Concrete M 10 ( or 1:3:6 for nominal mix) in Foundation complete as per Drawing and Technical Specifications. Labour (A)

Material (B)

Amount Type 0 0 Cost of water 0 0 cement coarse Sand 40 mm Aggregate Sub total of A = 0 Sub total of A +B + C = 0

15 cum Equipment (C)

Unit KL tonne cum cum

Quantity Rate Amount 2 0 3.45 0 6.75 0 13.5 0 Sub total of B = Sub total of A + B + C + D=

Type 0 Generator 0 Concrete mixer 0 0 0 0

Unit Quantity Rate hour 6 hour 6

Formworks (D)

Amount

Type

0 0

0 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Providing and laying of Plain Cement Concrete M 10 ( or 1:3:6 for nominal mix) in Foundation complete as per Drawing and Technical Specifications., Manual Mixing Labour (A)

Unit Quantity Rate day 33 day 3

Amount Type 0 0 Cost of water 0 0 cement coarse Sand 40 mm Aggregate Sub total of A = 0 Sub total of A +B + C = 0

Material (B)

Quantity Rate Amount 2 0 3.45 0 6.75 0 13.5 0 Sub total of B = Sub total of A + B + C + D=

Type 0 0 0 0 0 0

Unit Quantity Rate

Sub total of C = Contractor's overhead expenses 15% =

Amount

0 0 0

15 cum

Equipment (C)

Unit KL tonne cum cum

Amount

#NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate day 22 day 2

Amount

#NAME?

Material (B)

Unit Quantity Rate

Unskilled

Spec. cl. No: 2000 Norms No. Type 20.1.b Unskilled Skilled

Type

Modular Strip / Box Seal Joint, Providing and laying of a modular strip box seal expansion joint catering to a horizontal movement beyond 140 mm and upto 210 mm, complete as per Drawings and Technical specifications.

day

Description of Work:

Amount

#NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

1.00 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

Skilled

Spec. cl. No: 2000 Norms No. Type 20.1 Unskilled Skilled

Unit Quantity Rate

Material (B)

Unit Quantity Rate

day

Description of Work:

meter 12.00

Amount Type

Modular Strip / Box Seal Joint, Providing and laying of a modular strip Box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140 mm, complete as per Drawings and Technical Specifications .

Skilled

Spec. cl. No: 1901 Norms No. Type

Unit Quantity Rate

Formworks (D)

Amount

Type

0 0

Unit Quantity Rate

Sub total of D = Norms Rate =

Amount

0 0

Unit Rate = Description of Work:

Providing and laying of Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications, PCC Grade M 15

Spec. cl. No: 2000 Norms No. Type

Unit Quantity Rate

20.2.A

day

Unskilled Skilled

Labour (A)

Material (B)

30

day

3

Amount Type 0 0

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.2.A_a Unskilled Skilled

0 Cost of water

KL

0 10 mm Aggregate 20 mm Aggregate 40 mm Aggregate Coarse sand Cement

Labour (A)

day day

45 4.5

Amount Type 0 0

day

hour

6

0

Type 0

0 hour 6 0 0 Concrete mixer 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate

KL

0 10 mm Aggregate 20 mm Aggregate 40 mm Aggregate Coarse sand Cement

2

Amount Type

0

0

Sub total of D = Norms Rate = Unit Rate =

0 0

1.35 0 4.05 0 8.1 0 6.75 0 4.13 #NAME? Sub total of B = Sub total of A + B + C + D=

Amount

Type

Unit Quantity Rate

30

day

3

Amount Type

Sub total of D = #NAME? Norms Rate = #NAME? Unit Rate = #NAME?

0 0

0 Cost of water

KL

0 10 mm Aggregate 20 mm Aggregate 40 mm Aggregate Coarse sand Cement

2.5

Amount Type 0

cum cum cum cum tonne

2.7 0 5.4 0 5.4 0 6.75 0 5.16 0 Sub total of B = Sub total of A + B + C + D=

0 0

15 cum Equipment (C)

Unit Quantity Rate

Formworks (D)

Unit Quantity Rate

Generator

hour

6

Amount 0

Type 0

0 hour 6 0 0 Concrete mixer 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate

Labour (A)

Amount Type 0 0 Cost of water 0 0 10 mm Aggregate 20 mm Aggregate Coarse sand Cement Sub total of A = 0 Sub total of A +B + C = 0

Material (B)

0

0

Sub total of D = Norms Rate = Unit Rate =

0 0

Quantity Rate Amount 2.5 0 5.4 0 8.1 0 6.75 0 5.21 0 Sub total of B = Sub total of A + B + C + D=

Type 0 Generator 0 Concrete mixer 0 0 0 0 0

0 0 0

15 cum Equipment (C)

Unit KL cum cum cum tonne

Amount

@ 4 per cent on cost of concrete i.e. cost of Material, Labour and Equipment

Providing and laying of Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications., RCC Grade M 20

Unit Quantity Rate day 30 day 3

Amount #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

0

Formworks (D)

Unit Quantity Rate

0

cum cum cum cum tonne

0 0

15 cum

@ 4 per cent on cost of concrete i.e. cost of Material, Labour and Equipment

0 0 0 0 0 #NAME? #NAME? #NAME?

Amount

@ 4 per cent on cost of concrete i.e. cost of Material, Labour and Equipment

Equipment (C)

Unit Quantity Rate

0 Cost of water

Labour (A)

Sub total of A = Sub total of A +B + C =

Description of Work:

Generator

Amount

Providing and laying of Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications, PCC Grade M 20

20.2.B

Spec. cl. No: 2000 Norms No. Type 20.2.C Unskilled Skilled

Unit Quantity Rate

Material (B)

Unit Quantity Rate

Unit Quantity Rate

Skilled

Formworks (D)

Providing and laying of Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications, PCC Grade M 15, Manual Mixing

Spec. cl. No: 2000 Norms No. Type Unskilled

0

1.35 0 4.05 0 8.1 0 6.75 0 4.13 0 Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

2

Amount Type

cum cum cum cum tonne

0 0

15 cum Equipment (C)

Unit Quantity Rate

0

Unit Quantity Rate hour 6 hour 6

Formworks (D)

Amount 0 0

Sub total of C = Contractor's overhead expenses 15% =

Type 0 @ 4 per cent on (a+b+c) 0

0 0

Unit Quantity Rate

Amount 0

Sub total of D = Norms Rate = Unit Rate =

0 0 0

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.2.D Unskilled Skilled

Providing and laying of Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications., PCC Grade M 25 Labour (A)

Material (B)

Unit Quantity Rate day 30 day 3

0 0

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.2.E Unskilled Skilled

Description of Work:

Unskilled Skilled

Unit Quantity Rate

Amount

Type 0 @ 3.75 per cent on (a+b+c) 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Quantity Rate Amount 24.2 0 3 0 5.4 0 8.1 0 6.75 0 6.05 0 Sub total of B = Sub total of A + B + C + D=

Type 0 Generator 0 Concrete mixer 0 0 0 0 0 0

Labour (A)

30

day

3

Amount Type

Amount 0 0

Type 0 @ 3.75 per cent of (a+b+c). 0

Unit Quantity Rate

0 0

0 Admixture

kg

0 Cost of water 10 mm Aggregate 20 mm Aggregate 40 mm Aggregate Coarse sand Cement

243.2

Amount Type 0

KL cum cum cum cum tonne

3 0 2.7 0 5.4 0 5.4 0 6.75 0 6.08 0 Sub total of B = Sub total of A + B + C + D=

0 0

Generator

Sub total of D = Norms Rate = Unit Rate =

Labour (A)

Unit Quantity Rate hour

6

Amount 0

Type 0

Unit Quantity Rate

day day

30 3

0 0

Sub total of A = Sub total of A +B + C =

0 Admixture 0 Cost of water 10 mm Aggregate 20 mm Aggregate Coarse sand Cement 0 0

kg KL cum cum cum tonne

24.4

Amount Type 0

3 0 5.4 0 8.1 0 6.75 0 6.1 0 Sub total of B = Sub total of A + B + C + D=

Generator

Amount

@ 3.50 per cent of cost of concrete i.e. cost of Material, Labour and Equipment

0

0

Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

15 cum Equipment (C)

Unit Quantity Rate

0

15 cum

0 hour 6 0 0 Concrete mixer 0 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Amount Type

0 0

Formworks (D)

Providing and laying of Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications., RCC Grade M30

Unit Quantity Rate

Amount 0

0 0

Equipment (C)

Unit Quantity Rate

0

Formworks (D)

Unit Quantity Rate hour 6 hour 6

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

0 0

15 cum Equipment (C)

Unit kg KL cum cum cum tonne

Amount 0

Providing and laying of Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications., PCC Grade M 30

Sub total of A = Sub total of A +B + C =

20.2.G

Type

hour 6 0 0 Generator hour 6 0 0 Concrete mixer 0 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Amount Type 0 0 Admixture 0 0 Cost of water 10 mm Aggregate 20 mm Aggregate Coarse sand Cement Sub total of A = 0 Sub total of A +B + C = 0

day

Description of Work:

0 0

Labour (A)

20.2.F

Spec. cl. No: 2000 Norms No. Type

Quantity Rate Amount 23.96 0 3 0 2.7 0 5.4 0 5.4 0 6.75 0 5.99 0 Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate day 30 day 3

Unit Quantity Rate

Skilled

Unit Kg KL cum cum cum cum tonne

Formworks (D)

Providing and laying of Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications., RCC Grade M 25

Spec. cl. No: 2000 Norms No. Type Unskilled

Amount Type 0 Admixture 0 Cost of water 10 mm Aggregate 20 mm Aggregate 40 mm Aggregate Coarse sand Cement

15 cum Equipment (C)

Formworks (D)

Unit Quantity Rate hour

6

Amount 0

0 hour 6 0 0 Concrete mixer 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Type

Unit Quantity Rate

Amount

@ 3.5 per cent on cost of concrete i.e. 0 cost of Material, Labour and Equipment

0

0

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0 0

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.2.H Unskilled Skilled

Providing and laying of Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications., RCC Grade M 35 Labour (A)

Material (B)

Unit Quantity Rate day 30 day 3

0 0

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2014 Norms No. Type 20.3 Unskilled Skilled / Blacksmith

0

day

0

tonne 1.1

0

4

0 MS bars

Amount Type

Amount

Type 0 @ 3 per cent on a+b+c 0

Unit Quantity Rate

0

Sub total of D = Norms Rate = Unit Rate =

0 0

Amount

Type

0 0 0

Sub total of C = Contractor's overhead expenses 15% =

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Amount Type Unit Quantity Rate Amount Per Cum Basic Cost of Labour, Material & Equipment (a+b+c) 0 of Item 20.2 (A) day 30 0 0 Cement tonne 4.13 0 Coarse sand cum 6.75 0 40 mm Aggregate cum 8.1 0 20 mm Aggregate cum 4.05 0 10 mm Aggregate cum 1.35 0 Cost of water KL 2 0 Sub total of A = Sub total of B = 0 Sub total of A +B + C = Sub total of A + B + C + D= 0 0

Type

Unit Quantity Rate

Concrete mixer

hour

6

Amount 0

0

hour 6 0 0 Generator 0 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

0

20.4.B

Skilled

day

3

0

0 Cement

tonne 5.16

0

Unskilled

day

30

0

0 Coarse sand

cum 6.75

0

40 mm Aggregate

cum 5.4

0

20 mm Aggregate 10 mm Aggregate Cost of water

cum 5.4 cum 2.7 KL 2.5

Material (B)

Amount Type

Type Unit Quantity Rate Add 10 % of cost of Material, Labour and Equipment (a+b+c) for Formwork

Sub total of D = Norms Rate = Unit Rate =

0 0

Sub total of A = Sub total of A +B + C =

Amount Type

0 0 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 Generator 0 0 0 0 0 0

Amount

hour

6

0

hour

6

0

Sub total of C = Contractor's overhead expenses 15% =

Type Unit Quantity Rate Add 10 % of cost of Material, Labour 0 and Equipment (a+b+c) for Formwork 0 d) formwork Basic Cost of Labour, Material & Equipment (a+b+c) of Item 20.2 (B)

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and laying of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, PCC Grade M 25, Height upto 5 m Labour (A)

Material (B)

Equipment (C)

Amount 0

0 0 0

Formworks (D)

Unit Quantity Rate

Concrete mixer

0

15 cum

Equipment (C)

Unit Quantity Rate

0 0

Formworks (D)

Providing and laying of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, PCC Grade M20, Height upto 5 m Labour (A)

Amount

15 cum

Equipment (C)

Unit Quantity Rate

0

Formworks (D)

Unit Quantity Rate

Material (B)

3

0 0

1 tonne

Providing and laying of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, PCC Grade M 15, Height upto 5 m Labour (A)

Amount

0

Sub total of B = Sub total of A + B + C + D=

0 0

Spec. cl. No: 2000 Norms No. Type

Description of Work:

Unit Quantity Rate

Equipment (C)

Unit Quantity Rate Kg 8

day

Spec. cl. No: 2000 Norms No.

Type

hour 6 0 0 Generator hour 6 0 0 Concrete mixer 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Amount Type 0 0 Binding wire

Unit Quantity Rate

Description of Work:

0 0

Labour (A)

20.4.A

Unskilled

Quantity Rate Amount 25.32 0 3 0 5.4 0 8.1 0 6.75 0 6.33 0 Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate day 9

Spec. cl. No: 2000 Norms No. Type Skilled

Unit kg KL cum cum cum tonne

Formworks (D)

Providing and laying , fitting and placing un-coated Mild steel / HYSD reinforcement complete in foundation as per drawing and technical specification

Sub total of A = Sub total of A +B + C =

Description of Work:

Amount Type 0 Admixture 0 Cost of water 10 mm Aggregate 20 mm Aggregate Coarse sand Cement

15 cum Equipment (C)

Amount 0 0 0

0 0 0

15 cum Formworks (D)

Norms No.

Type

20.4.C.p Skilled Unskilled

Unit Quantity Rate

Amount Type

Unit Quantity Rate

3

0

0 Cement

tonne 5.99

0

day

30

0

0 Coarse sand

cum 6.75

0

40 mm Aggregate 20 mm Aggregate 10 mm Aggregate Cost of water Admixture Sub total of A = Sub total of A +B + C =

Description of Work:

Amount Type

day

cum cum cum KL Kg

0 0 0 3 0 23.96 0 Sub total of B = Sub total of A + B + C + D=

0 0

5.4 5.4 2.7

0 0 0 0 0 0 0 0 0

Unit Quantity Rate

Amount

Concrete mixer

hour

6

0

Generator

hour

6

0

Sub total of C = Contractor's overhead expenses 15% =

Unit Quantity Rate

20.4.C.q Skilled

day

Labour (A)

Material (B)

3

Amount Type 0

Equipment (C)

Unit Quantity Rate

0 Cement

tonne 5.99

Amount Type 0

day

30

0

0 Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

Sub total of A = Sub total of A +B + C =

cum 6.75

0

cum 5.4

0

cum 5.4 0 cum 2.7 0 KL 3 0 Kg 23.96 0 Sub total of B = Sub total of A + B + C + D=

0 0

0

Amount

hour

6

0

Generator

hour

6

0

Unit Quantity Rate

20.4.C.r Skilled

day

0

Sub total of C = Contractor's overhead expenses 15% =

Labour (A)

Material (B)

3

Amount Type 0

0 Cement

tonne 5.99

Amount Type 0

day

30

0

0 Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

Sub total of A = Sub total of A +B + C =

Description of Work:

cum 6.75

0

cum 5.4

0

cum 5.4 0 cum 2.7 0 KL 3 0 Kg 23.96 0 Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate

20.4.D.p Skilled

day

3

0

0 Cement

tonne 6.08

0

day

30

0

0 Coarse sand

cum 6.75

0

cum 5.4 cum 5.4

0 0

Labour (A)

Amount

hour

6

0

Generator

hour

6

0

Sub total of D = Norms Rate = Unit Rate =

40 mm Aggregate 20 mm Aggregate

Amount Type 0 0 0 0

0 0 0

Amount 0

Add 15 % of cost of Material, Labour and Equipment (a+b+c) for Formwork Basic Cost of Labour, Material & Equipment (a+b+c) of Item 20.2 (D)

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

15 cum

Equipment (C)

Unit Quantity Rate

0

0

Type Unit Quantity Rate Add 4 % of cost of Material, Labour 0 and Equipment excluding formwork to cater for extra lift 0

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Amount Type

Amount

Formworks (D)

Unit Quantity Rate

Concrete mixer

0 0 0 0 0 0 0

0

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, PCC Grade M 30, Height upto 5 m

Spec. cl. No: 2000 Norms No. Type

Unskilled

0

0 0

15 cum

Equipment (C)

Unit Quantity Rate

0

Add 12 % of cost of Material, Labour and Equipment (a+b+c) for Formwork Basic Cost of Labour, Material & Equipment (a+b+c) of Item 20.2 (D)

0 0

0

Unskilled

Type Unit Quantity Rate Add 2 % of cost of Material, Labour 0 and Equipment excluding formwork to cater for extra lift

Providing and laying of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, PCC Grade M 25, Height above 10 m

Spec. cl. No: 2000 Norms No. Type

0

Formworks (D)

Unit Quantity Rate

Concrete mixer

0 0 0 0 0 0 0

Amount

15 cum

0

Description of Work:

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and laying of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, PCC Grade M 25, Height above 5 m to 10 m

Spec. cl. No: 2000 Norms No. Type

Unskilled

Type Unit Quantity Rate Add 10 % of cost of Material, Labour and Equipment (a+b+c) for Formwork Basic Cost of Labour, Material & 0 Equipment (a+b+c) of item 20.2(D) 0

Formworks (D)

Unit Quantity Rate

Amount

Concrete mixer

hour

6

0

Generator

hour

6

0

Type Unit Quantity Rate Add 10 % of cost of Material, Labour 0 and Equipment (a+b+c) for Formwork Basic Cost of Labour, Material & 0 Equipment (a+b+c) of Item 20.2 (F)

Amount 0 0

10 mm Aggregate Cost of water Admixture Sub total of A = Sub total of A +B + C =

Description of Work:

cum 2.7 0 KL 3 0 kg 243.2 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0

Sub total of C = Contractor's overhead expenses 15% =

Providing and laying of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, PCC Grade M 30, Height above 5 m to 10 m

Spec. cl. No: 2000 Norms No. Type

Unit Quantity Rate

20.4.D.q Skilled

day

Labour (A)

Material (B)

3

Amount Type 0

Equipment (C)

Unit Quantity Rate

0 Cement

tonne 6.08

Amount Type 0

day

30

0

0 Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

Sub total of A = Sub total of A +B + C =

Description of Work:

cum 6.75

0

cum 5.4

0

cum 5.4 0 cum 2.7 0 KL 3 0 kg 243.2 0 Sub total of B = Sub total of A + B + C + D=

0 0

0

Amount

hour

6

0

Generator

hour

6

0

Unit Quantity Rate

20.4.D.r Skilled

day

0

Sub total of C = Contractor's overhead expenses 15% =

Labour (A)

Material (B)

3

Amount Type 0

0 Cement

tonne 6.08

Amount Type 0

day

30

0

0 Coarse sand 40 mm Aggregate 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

Sub total of A = Sub total of A +B + C =

Description of Work:

cum 6.75

0

cum 5.4

0

cum 5.4 0 cum 2.7 0 KL 3 0 kg 243.2 0 Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate

20.4.E.p Skilled

day

3

0

0 Cement

tonne 5.21

0

day

30

0

0 Coarse sand

cum 6.75

0

Labour (A)

Sub total of A = Sub total of A +B + C =

Description of Work:

0

Sub total of D = Norms Rate = Unit Rate =

Amount

Concrete mixer

hour

6

0

Generator

hour

6

0

0 0 0 0 0 0 0

Type Unit Quantity Rate Add 4 % of cost of Material, Labour 0 and Equipment excluding formwork to cater for extra lift 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

cum 8.1 cum 5.4 KL 2.5

Amount Type

0 0 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0 0 0

0

Amount 0

Add 15 % of cost of Material, Labour and Equipment (a+b+c) for Formwork Basic Cost of Labour, Material & Equipment (a+b+c) of Item 20.2 (F)

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

15 cum

Equipment (C)

Unit Quantity Rate

0 0

Formworks (D)

Unit Quantity Rate

Material (B)

Amount Type

20 mm Aggregate 10 mm Aggregate Cost of water

Spec. cl. No: 2000

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M 20, Height upto 5 m

Spec. cl. No: 2000 Norms No. Type

Unskilled

0

0

15 cum

Equipment (C)

Unit Quantity Rate

Amount

Add 12 % of cost of Material, Labour and Equipment (a+b+c) for Formwork Basic Cost of Labour, Material & Equipment (a+b+c) of Item 20.2 (F)

0 0

0

Unskilled

Type Unit Quantity Rate Add 2 % of cost of Material, Labour 0 and Equipment excluding formwork to cater for extra lift

Providing and laying of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, PCC Grade M 30, Height above 10 m

Spec. cl. No: 2000 Norms No. Type

0

Formworks (D)

Unit Quantity Rate

Concrete mixer

0 0 0 0 0 0 0

0 0

15 cum

0

Unskilled

Sub total of D = Norms Rate = Unit Rate =

0 0

Formworks (D)

Unit Quantity Rate

Amount

Concrete mixer

hour

6

0

Generator

hour

6

0

Sub total of C = Contractor's overhead expenses 15% =

Providing and laying of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M 20, Height above 5 m to 10 m

Type Unit Quantity Rate Add 10 % of cost of Material, Labour 0 and Equipment (a+b+c) for Formwork Basic Cost of Labour, Material & 0 Equipment (a+b+c) of Item 20.2 (C)

0 0

Sub total of D = Norms Rate = Unit Rate =

Amount 0 0

0 0 0

15 cum

Norms No.

Labour (A)

Type

20.4.E.q Skilled

Material (B)

Unit Quantity Rate day

3

Amount Type 0

Equipment (C)

Unit Quantity Rate

0 Cement

tonne 5.21

Amount Type 0

Formworks (D)

Unit Quantity Rate

Amount

Concrete mixer

hour

6

0

Generator

hour

6

0

0

Unskilled

day

30

0

Sub total of A = Sub total of A +B + C =

Description of Work:

0 Coarse sand

cum 6.75

0

20 mm Aggregate

cum 8.1

0

10 mm Aggregate Cost of water

cum 5.4 KL 2.5

0 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0 0

0

Sub total of C = Contractor's overhead expenses 15% =

Unit Quantity Rate

20.4.E.r Skilled

day

Labour (A)

Material (B)

3

Amount Type 0

0 Cement

tonne 5.21

Amount Type 0

30

0

Sub total of A = Sub total of A +B + C =

Description of Work:

0 Coarse sand

cum 6.75

0

20 mm Aggregate

cum 8.1

0

10 mm Aggregate Cost of water

cum 5.4 KL 2.5

0 0 Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate

20.4.F.p Skilled

day

3

0

0 Cement

tonne 6.05

0

day

30

0

0 Coarse sand

cum 6.75

0

Labour (A)

Unit Quantity Rate

Amount

Concrete mixer

hour

6

0

Generator

hour

6

0

0 0 0 0 0

Sub total of A = Sub total of A +B + C =

Amount Type

cum 8.1 0 cum 5.4 0 KL 3 0 kg 24.2 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0 0 0 0

Unit Quantity Rate

20.4.F.q Skilled

day

Labour (A)

3

Amount Type

0

Concrete mixer

hour

6

0

Generator

hour

6

0

Sub total of C = Contractor's overhead expenses 15% =

0

0 Cement

tonne 6.05

Amount Type 0

30

0

Sub total of A =

0 Coarse sand

0

cum 6.75

0

20 mm Aggregate

cum 8.1

0

10 mm Aggregate Cost of water Admixture

cum 5.4 0 KL 3 0 kg 24.2 0 Sub total of B =

0 0 0 0 0 0

0

Type Unit Quantity Rate Add 10 % of cost of Material, Labour 0 and Equipment (a+b+c) for Formwork Basic Cost of Labour, Material & 0 Equipment (a+b+c) of Item 20.2 (E)

Sub total of D = Norms Rate = Unit Rate =

0 0

Amount 0 0

0 0 0

15 cum Formworks (D)

Unit Quantity Rate

Amount

Concrete mixer

hour

6

0

Generator

hour

6

0

0

day

0 0

Formworks (D)

Amount

Equipment (C)

Unit Quantity Rate

0

15 cum

Unit Quantity Rate

Material (B)

Amount

0

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

0

Add 15 % of cost of Material, Labour and Equipment (a+b+c) for Formwork Basic Cost of Labour, Material & Equipment (a+b+c) of Item 20.2 (C)

Providing and laying of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M 25, Height above 5 m to 10 m

Spec. cl. No: 2000 Norms No. Type

Unskilled

Type Unit Quantity Rate Add 4 % of cost of Material, Labour 0 and Equipment excluding formwork to cater for extra lift 0

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Amount Type

20 mm Aggregate 10 mm Aggregate Cost of water Admixture

Description of Work:

0

0 0

15 cum

Providing and laying of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M 25, Height upto 5 m

Spec. cl. No: 2000 Norms No. Type

Unskilled

0

Formworks (D)

0

day

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Amount

Add 12 % of cost of Material, Labour and Equipment (a+b+c) for Formwork Basic Cost of Labour, Material & Equipment (a+b+c) of Item 20.2 (C)

Providing and laying of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M 20, Height above 10 m

Spec. cl. No: 2000 Norms No. Type

Unskilled

Type Unit Quantity Rate Add 2 % of cost of Material, Labour 0 and Equipment excluding formwork to cater for extra lift

Sub total of C =

Type Unit Quantity Rate Add 2 % of cost of Material, Labour 0 and Equipment excluding formwork to cater for extra lift 0

0

Add 12 % of cost of Material, Labour and Equipment (a+b+c) for Formwork Basic Cost of Labour, Material & Equipment (a+b+c) of Item 20.2 (E)

Amount 0 0 0

Sub total of D =

0

Sub total of A +B + C =

Description of Work:

Sub total of A + B + C + D=

0

Contractor's overhead expenses 15% =

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M 25, Height above 10 m

Spec. cl. No: 2000 Norms No. Type

Unit Quantity Rate

20.4.F.r Skilled

day

Labour (A)

Material (B)

3

Amount Type 0

Unit Quantity Rate

0 Cement

tonne 6.05

Amount Type 0

day

30

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

Sub total of A = Sub total of A +B + C =

Description of Work:

cum 6.75

0

cum 8.1

0

cum 5.4 0 KL 3 0 kg 24.2 0 Sub total of B = Sub total of A + B + C + D=

0 0

Formworks (D)

Unit Quantity Rate

Amount

Concrete mixer

hour

6

0

Generator

hour

6

0

Unit Quantity Rate

20.4.G.p Skilled

day

3

0

0 Cement

tonne 6.1

0

day

30

0

0 Coarse sand

cum 6.75

0

Labour (A)

0

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Amount Type

Sub total of A = Sub total of A +B + C =

Amount Type

cum 8.1 0 cum 5.4 0 KL 3 0 kg 24.4 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0 0 0 0

Unit Quantity Rate

20.4.G.q Skilled

day

Labour (A)

3

Amount Type

Concrete mixer

hour

6

0

Generator

hour

6

0

Sub total of C = Contractor's overhead expenses 15% =

Type Unit Quantity Rate Add 10 % of cost of Material, Labour 0 and Equipment (a+b+c) for Formwork Basic Cost of Labour, Material & 0 Equipment (a+b+c) of Item 20.2 (G)

Sub total of D = Norms Rate = Unit Rate =

0 0

0

0 Cement

tonne 6.1

Amount Type 0

day

30

0

0 Coarse sand

10 mm Aggregate Cost of water Admixture Sub total of A = Sub total of A +B + C =

cum 6.75

0

cum 8.1

0

cum 5.4 0 KL 3 0 kg 24.4 0 Sub total of B = Sub total of A + B + C + D=

0 0

0

Unit Quantity Rate

Amount

hour

6

0

Generator

hour

6

0

Type Unit Quantity Rate Add 2 % of cost of Material, Labour 0 and Equipment excluding formwork to cater for extra lift 0

Unit Quantity Rate

20.4.G.r Skilled

day

Labour (A)

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

3

Amount Type 0

0 Cement

tonne 6.1

Amount Type 0

Concrete mixer 0

0

0 0 0

Amount 0

0

0 0 0

15 cum Formworks (D)

Unit Quantity Rate hour

0

0

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Amount

Add 12 % of cost of Material, Labour and Equipment (a+b+c) for Formwork Basic Cost of Labour, Material & Equipment (a+b+c) of Item 20.2 (G)

Providing and laying of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M 30, Height above 10 m

Spec. cl. No: 2000 Norms No. Type

0

Formworks (D)

Concrete mixer

0 0 0 0 0 0

0 0

15 cum

Equipment (C)

Unit Quantity Rate

20 mm Aggregate

Description of Work:

Sub total of D = Norms Rate = Unit Rate =

Formworks (D)

Amount

0

Unskilled

0

15 cum

Unit Quantity Rate

Material (B)

0 0

Providing and laying of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M 30, Height above 5 m to 10 m

Spec. cl. No: 2000 Norms No. Type

Amount

Add 15 % of cost of Material, Labour and Equipment (a+b+c) for Formwork Basic Cost of Labour, Material & Equipment (a+b+c) of Item 20.2 (E)

0 0

Equipment (C)

Unit Quantity Rate

20 mm Aggregate 10 mm Aggregate Cost of water Admixture

Description of Work:

0 0 0 0 0 0

Type Unit Quantity Rate Add 4 % of cost of Material, Labour 0 and Equipment excluding formwork to cater for extra lift

Providing and laying of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M 30, Height upto 5 m

Spec. cl. No: 2000 Norms No. Type

Unskilled

0

0 0

15 cum

Equipment (C)

0

Unskilled

Norms Rate = Unit Rate =

0

6

Amount 0

Type Unit Quantity Rate Add 4 % of cost of Material, Labour 0 and Equipment excluding formwork to cater for extra lift

Amount 0

Unskilled

day

30

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

Sub total of A = Sub total of A +B + C =

Description of Work:

cum 6.75

0

cum 8.1

0

cum 5.4 0 KL 3 0 kg 24.4 0 Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate

20.4.H.p Skilled

day

3

0

0 Cement

tonne 6.33

0

day

30

0

0 Coarse sand

cum 6.75

0

Labour (A)

0 0 0 0 0 0

hour

6

0

0

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Amount Type

Sub total of A = Sub total of A +B + C =

Unit Quantity Rate

20.4.H.q Skilled

day

Amount Type

cum 8.1 0 cum 5.4 0 KL 3 0 kg 25.32 0 Sub total of B = Sub total of A + B + C + D=

0 0

Labour (A)

Sub total of D = Norms Rate = Unit Rate =

0 0 0 0 0 0 0 0

Amount

Concrete mixer

hour

6

0

Generator

hour

6

0

Sub total of C = Contractor's overhead expenses 15% =

Type Unit Quantity Rate Add 10 % of cost of Material, Labour 0 and Equipment (a+b+c) for Formwork Basic Cost of Labour, Material & 0 Equipment (a+b+c) of Item 20.2 (H)

Sub total of D = Norms Rate = Unit Rate =

0 0

3

0

0 Cement

tonne 6.33

Amount Type 0

day

30

0

0 Coarse sand

10 mm Aggregate Cost of water Admixture Sub total of A = Sub total of A +B + C =

cum 6.75

0

cum 8.1

0

cum 5.4 0 KL 3 0 kg 25.32 0 Sub total of B = Sub total of A + B + C + D=

0 0

0

Amount

hour

6

0

Generator

hour

6

0

Type Unit Quantity Rate Add 2 % of cost of Material, Labour 0 and Equipment excluding formwork to cater for extra lift 0

Unit Quantity Rate

20.4.H.r Skilled

day

Labour (A)

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

3

Amount Type 0

0 Cement

tonne 6.33

Amount Type 0

30

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

Sub total of A = Sub total of A +B + C =

0 0

cum 6.75

0

cum 8.1

0

cum 5.4 0 KL 3 0 kg 25.32 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0 0 0

0 0 0

Amount 0

Per Cum Basic Cost of Labour, Material & Equipment (a+b+c) of Item 20.2 (H)

0

Sub total of D = Norms Rate = Unit Rate =

0 0 0

15 cum Formworks (D)

Unit Quantity Rate

Amount

Concrete mixer

hour

6

0

Generator

hour

6

0

0

day

0

0

0 0

Equipment (C)

Unit Quantity Rate

0

Add 12 % of cost of Material, Labour and Equipment (a+b+c) for Formwork

Providing and laying of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M 35, Height above 10 m

Spec. cl. No: 2000 Norms No. Type

Amount

Formworks (D)

Unit Quantity Rate

Concrete mixer

0 0 0 0 0 0

0

15 cum

Equipment (C)

Unit Quantity Rate

0 0

Formworks (D)

Unit Quantity Rate

Material (B)

Amount Type

20 mm Aggregate

Unskilled

0

15 cum

0

Description of Work:

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M 35, Height above 5 m to 10 m

Spec. cl. No: 2000 Norms No. Type

Unskilled

Add 15 % of cost of Material, Labour and Equipment (a+b+c) for Formwork Basic Cost of Labour, Material & Equipment (a+b+c) of Item 20.2 (G)

0 0

Equipment (C)

Unit Quantity Rate

20 mm Aggregate 10 mm Aggregate Cost of water Admixture

Description of Work:

Generator

Providing and laying of Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M 35, Height upto 5 m

Spec. cl. No: 2000 Norms No. Type

Unskilled

0

Sub total of C = Contractor's overhead expenses 15% =

Type Unit Quantity Rate Add 4 % of cost of Material, Labour 0 and Equipment excluding formwork to cater for extra lift 0

0 0

Amount 0

Add 15 % of cost of Material, Labour and Equipment (a+b+c) for Formwork Basic Cost of Labour, Material & Equipment (a+b+c) of Item 20.2 (H)

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0 0

Description of Work:

Spec. cl. No: 2014 Norms No. Type 20.5 Unskilled Skilled ( Blacksmith)

Providing and laying , fitting and placing HYSD bar reinforcement in sub-structure complete as per Drawing and Technical Specifications Labour (A)

Material (B)

Unit Quantity Rate day 9

0

day

0

4

Amount Type 0 Binding wire

Unit Quantity Rate kg 8

0 HYSD bars

tonne 1.1

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 2014 Norms No. Type 20.6 Unskilled Skilled (Blacksmith)

Description of Work:

Labour (A)

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

0

day

0

tonne 1.15

0

4

0 MS bars

1 tonne

Amount Type

Formworks (D)

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

0 0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and laying weep holes in Brick dry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia HDPE pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face Complete as per Drawing and Technical Specifications. Labour (A)

Unit Quantity Rate day 1 day 1

Material (B)

0 0

Amount Type 0 Cement mortar 1:3 0 sand collar for AC pipe MS clamp

Equipment (C)

Unit Quantity Rate tonne 0.0255 cum 0.0525 nos. 10 nos. 30

0 0 0 0

Amount Type

meter 31.5

0

Labour (A)

Unit Quantity Rate

0 0 0

Amount

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Amount Type 0 0 sand 0 0 Cement mortar 1:3 collar for AC pipe MS clamp

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate cum 0.0525 tonne 0.0255 nos. 10 nos. 30

0 0 0 0

Amount Type

meter 31.5

0

Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate day 30 day 3

Sub total of A =

Amount Type 0 Cost of water 0 10 mm Aggregate 20 mm Aggregate Coarse sand Cement

Amount

Type

0 0 0

Sub total of C = Contractor's overhead expenses 15% =

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

0

Quantity Rate Amount 3 0 5.4 0 8.1 0 6.75 0 5.12 0 Sub total of B =

0 0 0

30 meter

Amount

Type 0 Generator 0 Concrete mixer 0 0 0 0

0 0 0

30 meter Equipment (C)

Unit KL cum cum cum tonne

Amount

0 0 0 0

Material (B)

0 0

30 meter

Formworks (D)

Unit Quantity Rate

Providing and laying of Reinforced/ Pre-stressed cement concrete in super-structure as per drawing and Technical Specification, RCC Grade M 20 Labour (A)

0

Formworks (D)

Providing and laying weep holes in Stone Masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 150mm dia HDPE pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face Complete as per Drawing and Technical Specifications. Unit Quantity Rate day 1 day 1

0 0

0 0 0 0

Sub total of B = Sub total of A + B + C + D=

0 0

Amount

0

Sub total of B = Sub total of A + B + C + D=

0 0

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate kg 9

HDPE pipe 150 mm dia.

Description of Work:

Amount

#NAME?

Material (B)

Amount Type 0 0 Binding wire

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.A Unskilled Skilled

Unit Quantity Rate

0

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

HDPE pipe 110 mm dia.

Description of Work:

#NAME?

Unit Quantity Rate day 10

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 3109 Norms No. Type 20.7_a Unskilled Skilled

Amount Type 0

Formworks (D)

Providing and laying ,fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 3109 Norms No. Type 20.7 Unskilled Skilled

1 tonne Equipment (C)

Unit Quantity Rate hour 6 hour 6

Formworks (D)

Amount

Type

0 0

0 0

Sub total of C =

0

Unit Quantity Rate

Sub total of D =

Amount

0

Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.8.A.i. Skilled p Unskilled

Description of Work:

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

day

3

0

0 Cement

day

30

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water

Description of Work:

Description of Work:

Description of Work:

Amount Type 0

cum 6.75 0 cum 8.1 0 cum 5.4 0 KL 3 0 Sub total of B = Sub total of A + B + C + D=

Concrete mixer

Formworks (D)

Unit Quantity Rate hour

6

Amount 0

0

0 hour 6 0 0 Generator 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Amount Type

day

3

0

0 Cement

day

30

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water

Type d) Formwork and staging 20 % of (a+b+c)

Unit Quantity Rate

0

Sub total of D = Norms Rate = Unit Rate =

0 0

tonne 5.12

Amount Type 0

cum 6.75 0 cum 8.1 0 cum 5.4 0 KL 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

Concrete mixer

Labour (A)

6

Amount 0

0 hour 6 0 0 Generator 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Unit Quantity Rate

Amount Type

day

3

0

0 Cement

Type d) Formwork and staging 25 % of 0 (a+b+c) 0

Unit Quantity Rate

day

30

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water

tonne 5.12

Amount Type 0

cum 6.75 0 cum 8.1 0 cum 5.4 0 KL 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

Concrete mixer

Sub total of D = Norms Rate = Unit Rate =

Labour (A)

6

Amount 0

0

0 hour 6 0 0 Generator 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Amount Type

Type d) Formwork and staging 30 % of (a+b+c)

Unit Quantity Rate

day

3

0

0 Cement

day

30

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water 0 0

tonne 5.12

Amount Type 0

cum 6.75 0 cum 8.1 0 cum 5.4 0 KL 3 0 Sub total of B = Sub total of A + B + C + D=

Concrete mixer

0

Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

30 meter Formworks (D)

Unit Quantity Rate hour

Amount

0

Equipment (C)

Unit Quantity Rate

0

30 meter

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, RCC Grade M 20, Height upto 5 m

Unit Quantity Rate

0 0

Formworks (D)

Unit Quantity Rate hour

Amount 0

0 0

Equipment (C)

Unit Quantity Rate

0

Formworks (D)

Unit Quantity Rate hour

0 0

30 meter

Equipment (C)

Unit Quantity Rate

Amount

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab super-structure as per drawing and Technical Specification, RCC Grade M 20, Height above 10 m

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000

tonne 5.12

0 0

30 meter

Equipment (C)

Unit Quantity Rate

0 0

Labour (A)

Unit Quantity Rate

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.A.ii Skilled .p Unskilled

Norms Rate = Unit Rate =

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab super-structure as per drawing and Technical Specification, RCC Grade M 20, Height above 5 m to 10 m

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.A.i. Skilled r Unskilled

Contractor's overhead expenses 15% =

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab super-structure as per drawing and Technical Specification, RCC Grade M 20, Height upto 5 m

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.A.i. Skilled q Unskilled

Sub total of A + B + C + D=

0

6

Amount 0

0 hour 6 0 0 Generator 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Type d) Formwork and staging 25 % of 0 (a+b+c) 0

0 0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, RCC Grade M 20, Height above 5 m to 10 m

Unit Quantity Rate

Amount 0

Sub total of D = Norms Rate = Unit Rate =

0 0 0

30 meter

Norms No. Type 20.8.A.ii Skilled .q Unskilled

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

day

3

0

0 Cement

day

30

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.8.A.ii Skilled .r Unskilled

Description of Work:

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.8.B.i. Skilled p Unskilled

Description of Work:

0

Formworks (D)

Unit Quantity Rate

Concrete mixer

hour

6

Amount 0

0 hour 6 0 0 Generator 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

cum 6.75 0 cum 8.1 0 cum 5.4 0 KL 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

day

3

0

0 Cement

day

30

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water

Type d) Formwork and staging 30 % of 0 (a+b+c) 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

tonne 5.12

Amount Type 0

6

Amount 0

0

0 hour 6 0 0 Generator 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

cum 6.75 0 cum 8.1 0 cum 5.4 0 KL 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

hour

Labour (A)

Material (B)

Unit Quantity Rate day 30 day 3

Amount Type 0 0 Admixture 0 0 Cost of water 10 mm Aggregate 20 mm Aggregate Coarse sand Cement Sub total of A = 0 Sub total of A +B + C = 0

Type d) Formwork and staging 35 % of (a+b+c)

Unit Quantity Rate

Quantity Rate Amount 23.96 0 3 0 5.4 0 8.1 0 6.75 0 5.99 0 Sub total of B = Sub total of A + B + C + D=

Type 0 Generator 0 Concrete mixer 0 0 0 0 0 0

0

Sub total of D = Norms Rate = Unit Rate =

0 0

Unit Quantity Rate

Amount

Type 0 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount Type

Unit Quantity Rate

3

0

0 Cement

tonne 5.99

day

30

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

cum cum cum KL kg

Amount Type 0

0 0 0 3 0 23.96 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4

Concrete mixer

6

Amount 0

0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Type d) Formwork and staging 20 % of (a+b+c)

Unit Quantity Rate

Labour (A)

Material (B)

Amount Type

Amount Type

day

3

0

0 Cement

tonne 5.99

0

day

30

0

0 Coarse sand

cum 6.75

0

Concrete mixer

0 0 Generator

Amount 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab super-structure as per drawing and Technical Specification, RCC Grade M 25, Height above 5 m to 10 m

Unit Quantity Rate

0 0

Formworks (D)

Unit Quantity Rate hour

Amount

15 cum

Equipment (C)

day

0

Formworks (D)

Unit Quantity Rate hour 6 hour 6

0 0

Material (B)

0 0

15 cum

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab super-structure as per drawing and Technical Specification, RCC Grade M 25, Height upto 5 m Labour (A)

Amount

0

Equipment (C)

Unit kg KL cum cum cum tonne

0

Formworks (D)

Unit Quantity Rate

Concrete mixer

0 0

30 meter

Equipment (C)

Unit Quantity Rate

Amount 0

Providing and laying of Reinforced/ Pre-stressed cement concrete in super-structure as per drawing and Technical Specification, RCC Grade M 25

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.B.i. Skilled q Unskilled

tonne 5.12

Amount Type

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, RCC Grade M 20, Height above 10 m

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.B Unskilled Skilled

Equipment (C)

Unit Quantity Rate

0 0 0

15 cum Formworks (D)

Unit Quantity Rate

Amount

hour

6

0

hour

6

0

Type d) Formwork and staging 25 % of 0 (a+b+c) 0

Unit Quantity Rate

Amount 0

20 mm Aggregate 10 mm Aggregate Cost of water Admixture Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.8.B.i. Skilled r Unskilled

Description of Work:

Labour (A)

Description of Work:

Amount Type

Description of Work:

Sub total of D = Norms Rate = Unit Rate =

0 0

3

0

0 Cement

tonne 5.99

day

30

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

cum cum cum KL kg

Amount Type 0

0 0 0 3 0 23.96 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4

Concrete mixer

6

Amount 0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Type d) Formwork and staging 30 % of 0 (a+b+c) 0

Unit Quantity Rate

Labour (A)

Material (B)

Amount Type

Sub total of D = Norms Rate = Unit Rate =

0 0

day

3

0

0 Cement

tonne 5.99

day

30

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

cum cum cum KL kg

Amount Type 0

0 0 0 3 0 23.96 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4

Concrete mixer

6

Amount 0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Type d) Formwork and staging 25 % of 0 (a+b+c) 0

Unit Quantity Rate

Material (B)

Sub total of D = Norms Rate = Unit Rate =

0 0

Unit Quantity Rate

Amount Type

Equipment (C)

Unit Quantity Rate

day

3

0

0 Cement

tonne 5.99

day

30

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

cum cum cum KL kg

Amount Type 0

0 0 0 3 0 23.96 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4

Concrete mixer

Labour (A)

6

Amount 0

0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Amount Type

Type d) Formwork and staging 30 % of (a+b+c)

Unit Quantity Rate

Amount Type

day

3

0

0 Cement

tonne 5.99

0

day

30

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate

cum 6.75 cum 8.1 cum 5.4

0 0 0

Concrete mixer

0 0 Generator 0 0

Amount 0

0

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

0

15 cum

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, RCC Grade M 25, Height above 10 m

Unit Quantity Rate

0 0

Formworks (D)

Unit Quantity Rate hour

Amount 0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, RCC Grade M 25, Height above 5 m to 10 m Labour (A)

0

Formworks (D)

Unit Quantity Rate hour

0 0

15 cum

Equipment (C)

Unit Quantity Rate

Amount 0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, RCC Grade M 25, Height upto 5 m

Unit Quantity Rate

0

Formworks (D)

Unit Quantity Rate hour

0 0

15 cum

Equipment (C)

Unit Quantity Rate

day

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.B.ii. Skilled r Unskilled

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Unit Quantity Rate

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.B.ii. Skilled q Unskilled

0 0

0 0 0 0 0 0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab super-structure as per drawing and Technical Specification, RCC Grade M 25, Height above 10 m

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.B.ii. Skilled p Unskilled

cum 8.1 0 cum 5.4 0 KL 3 0 kg 23.96 0 Sub total of B = Sub total of A + B + C + D=

0 0 0

15 cum Formworks (D)

Unit Quantity Rate

Amount

hour

6

0

hour

6

0

Type d) Formwork and staging 35 % of 0 (a+b+c) 0

Unit Quantity Rate

Amount 0

Cost of water Admixture Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.8.C Unskilled Skilled

Description of Work:

Description of Work:

Description of Work:

0 0 0 0

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Unit Quantity Rate day 32 day 3

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Amount Type 0 Admixture 0 Cost of water 10 mm Aggregate 20 mm Aggregate Coarse sand Cement

Unit kg KL cum cum cum tonne

Quantity Rate Amount 24.4 0 3 0 5.4 0 8.1 0 6.75 0 6.1 0 Sub total of B = Sub total of A + B + C + D=

0 0

Type

Labour (A)

Amount Type

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

day

3

0

0 Cement

tonne 6.1

day

32

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

cum cum cum KL kg

Amount Type 0

0 0 0 3 0 24.4 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4

Concrete mixer

Sub total of D = Norms Rate = Unit Rate =

0 0

6

0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Unit Quantity Rate

Type d) Formwork and staging 20 % of 0 (a+b+c) 0

Unit Quantity Rate

Amount Type

Unit Quantity Rate

3

0

0 Cement

tonne 6.1

day

32

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

cum cum cum KL kg

Amount Type 0

0 0 0 3 0 24.4 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4

Concrete mixer

Sub total of D = Norms Rate = Unit Rate =

Labour (A)

6

Amount 0

Type

Unit Quantity Rate

0

0

Sub total of D = Norms Rate = Unit Rate =

0 0

day

3

0

0 Cement

tonne 6.1

day

32

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

cum cum cum KL kg

Sub total of A =

0

6.75 8.1 5.4

Amount Type 0

0 0 0 3 0 24.4 0 Sub total of B =

Concrete mixer

0 0 Generator 0 0 0 0 0

0 0 0

15 cum

Equipment (C)

Unit Quantity Rate

Amount

0 Formwork and staging 25 % of (a+b+c)

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Amount Type

0

15 cum

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab super-structure as per drawing and Technical Specification, RCC Grade M 30, Height above 10 m

Unit Quantity Rate

0 0

Formworks (D)

Unit Quantity Rate hour

Amount 0

0 0

Equipment (C)

day

0

Formworks (D)

Amount

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab super-structure as per drawing and Technical Specification, RCC Grade M 30, Height above 5 m to 10 m Labour (A)

0 0

15 cum

Unit Quantity Rate hour

Amount

0 0

Equipment (C)

Unit Quantity Rate

0

Formworks (D)

hour 6 0 0 Generator hour 6 0 0 Concrete mixer 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Unit Quantity Rate

0 0

15 cum Equipment (C)

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab super-structure as per drawing and Technical Specification, RCC Grade M 30, Height upto 5 m

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.C.i. Skilled r Unskilled

0 0

Labour (A)

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.C.i. Skilled q Unskilled

3 0 23.96 0 Sub total of B = Sub total of A + B + C + D=

Providing and laying of Reinforced/ Pre-stressed cement concrete in super-structure as per drawing and Technical Specification, RCC Grade M 30

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.C.i. Skilled p Unskilled

KL kg

Formworks (D)

Unit Quantity Rate

Amount

hour

6

0

hour

6

0

Sub total of C =

Type d) Formwork and staging 30 % of 0 (a+b+c) 0

0

Unit Quantity Rate

Amount 0

Sub total of D =

0

Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.8.C.ii Skilled .p Unskilled

Description of Work:

Labour (A)

Material (B)

Unit Quantity Rate

Description of Work:

Amount Type

Description of Work:

Unit Quantity Rate

3

0

0 Cement

tonne 6.1

day

32

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

cum cum cum KL kg

Amount Type 0

hour

6

15 cum

Amount 0

0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

0 0 0 3 0 24.4 0 Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate

Concrete mixer

6.75 8.1 5.4

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Type d) Formwork and staging 25 % of (a+b+c)

Unit Quantity Rate

day

3

0

0 Cement

tonne 6.1

day

32

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

cum cum cum KL kg

Amount Type 0

0

Sub total of D = Norms Rate = Unit Rate =

0 0

6

Amount 0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

0 0 0 3 0 24.4 0 Sub total of B = Sub total of A + B + C + D=

0 0

hour

6.75 8.1 5.4

Material (B)

Unit Quantity Rate

Type d) Formwork and staging 30 % of 0 (a+b+c) 0

Unit Quantity Rate

Amount Type

Unit Quantity Rate

3

0

0 Cement

tonne 6.1

day

32

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

cum cum cum KL kg

Amount Type 0

Sub total of D = Norms Rate = Unit Rate =

0 0 0 3 0 24.4 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4

hour

Labour (A)

Amount Type 0 0 Admixture 0 0 Cost of water 10 mm Aggregate 20 mm Aggregate Coarse sand Cement Sub total of A = 0 Sub total of A +B + C = 0

6

Amount 0

0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Type d) Formwork and staging 35 % of (a+b+c)

Unit Quantity Rate

Quantity Rate Amount 25.32 0 3 0 5.4 0 8.1 0 6.75 0 6.33 0 Sub total of B = Sub total of A + B + C + D=

Type 0 Generator 0 Concrete mixer 0 0 0 0 0 0

Amount 0

0

Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

15 cum Equipment (C)

Unit kg KL cum cum cum tonne

0

15 cum

Providing and laying of Reinforced/ Pre-stressed cement concrete in super-structure as per drawing and Technical Specification, RCC/PSC Grade M 35

Unit Quantity Rate day 32 day 3

0 0

Formworks (D)

Unit Quantity Rate

Concrete mixer

Amount 0

0 0

Equipment (C)

day

0

15 cum

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, RCC Grade M 30, Height above 10 m Labour (A)

0 0

Formworks (D)

Unit Quantity Rate

Concrete mixer

Amount

0

Equipment (C)

Unit Quantity Rate

0 0

Formworks (D)

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, RCC Grade M 30, Height above 5 m to 10 m

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.D Unskilled Skilled

Norms Rate = Unit Rate =

0

Equipment (C)

day

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.C.ii Skilled .r Unskilled

Contractor's overhead expenses 15% =

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, RCC Grade M 30, Height upto 5 m

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.C.ii Skilled .q Unskilled

Sub total of A + B + C + D=

0

Unit Quantity Rate hour 6 hour 6

Formworks (D)

Amount

Type

0 0

0 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.8.D.i. Skilled p Unskilled

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab super-structure as per drawing and Technical Specification, RCC/PSC Grade M 35, Height upto 5 m Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.8.D.i. Skilled q Unskilled

3

0

0 Cement

tonne 6.33

day

32

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

cum cum cum KL kg

Description of Work:

Description of Work:

6.75 8.1 5.4

Concrete mixer

Unit Quantity Rate hour

6

Amount 0

0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Amount Type

Type Unit Quantity Rate d) Formwork and staging 18 % per cent of (a+b+c)

3

0

0 Cement

tonne 6.33

day

32

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

cum cum cum KL kg

Amount Type 0

0 0 0 3 0 25.32 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4

Concrete mixer

Sub total of D = Norms Rate = Unit Rate =

0 0

6

Amount 0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Unit Quantity Rate

Type Unit Quantity Rate d) Formwork and staging 23 % per cent 0 of (a+b+c) 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Amount Type

Unit Quantity Rate

3

0

0 Cement

tonne 6.33

day

32

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

cum cum cum KL kg

Amount Type 0

0 0 0 3 0 25.32 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4

Concrete mixer

6

Amount 0

0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Type Unit Quantity Rate d) Formwork and staging 28 % per cent of (a+b+c)

Labour (A)

Material (B)

Amount Type

Sub total of D = Norms Rate = Unit Rate =

0 0

day

3

0

0 Cement

tonne 6.33

day

32

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

cum cum cum KL kg

0 0

6.75 8.1 5.4

Amount Type 0

0 0 0 3 0 25.32 0 Sub total of B = Sub total of A + B + C + D=

Concrete mixer

0

Amount 0

0 0 0

Formworks (D)

Unit Quantity Rate hour

0 0

15 cum

Equipment (C)

Unit Quantity Rate

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, RCC/PSC Grade M 35, Height upto 5 m

Unit Quantity Rate

Amount

Formworks (D)

Unit Quantity Rate hour

0

15 cum

Equipment (C)

day

0 0

15 cum

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab super-structure as per drawing and Technical Specification, RCC/PSC Grade M 35, Height above 10 m Labour (A)

0

Formworks (D)

Unit Quantity Rate hour

Amount

0

Equipment (C)

Unit Quantity Rate

day

Sub total of A = Sub total of A +B + C =

Description of Work:

0 0 0 3 0 25.32 0 Sub total of B = Sub total of A + B + C + D=

0 0

Labour (A)

Unit Quantity Rate

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.D.ii Skilled .p Unskilled

Amount Type 0

Formworks (D)

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab super-structure as per drawing and Technical Specification, RCC/PSC Grade M 35, Height above 5 m to 10 m

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.D.i. Skilled r Unskilled

Unit Quantity Rate

day

Sub total of A = Sub total of A +B + C =

15 cum

Equipment (C)

6

Amount 0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Type Unit Quantity Rate d) Formwork and staging 23 % per cent 0 of (a+b+c) 0

0 0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, RCC/PSC Grade M 35, Height above 5 m to 10 m

Sub total of D = Norms Rate = Unit Rate =

Amount 0

0 0 0

15 cum

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, RCC/PSC Grade M 35, Height above 5 m to 10 m Spec. cl. No: 2000 Norms No. Type 20.8.D.ii Skilled .q Unskilled

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

day

3

0

0 Cement

tonne 6.33

day

32

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

cum cum cum KL kg

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.8.D.ii Skilled .r Unskilled

Description of Work:

Description of Work:

Description of Work:

6.75 8.1 5.4

Concrete mixer

Formworks (D)

Unit Quantity Rate hour

6

Amount 0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Unit Quantity Rate

Type Unit Quantity Rate d) Formwork and staging 28 % per cent 0 of (a+b+c) 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Amount Type

Equipment (C)

Unit Quantity Rate

day

3

0

0 Cement

tonne 6.33

day

32

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

cum cum cum KL kg

Amount Type 0

0 0 0 3 0 25.32 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4

Concrete mixer

Unit Quantity Rate hour

Labour (A)

6

Amount 0

0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Unit Quantity Rate

Amount Type

day

3

0

0 Cement

tonne 6.33

day

32

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

cum cum cum KL kg

Amount Type 0

0 0 0 3 0 25.32 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4

Concrete mixer

Sub total of D = Norms Rate = Unit Rate =

0 0

6

Amount 0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

3

0

0 Cement

tonne 6.33

day

32

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

cum cum cum KL kg

0 0 0 3 0 25.32 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4

Amount Type 0

Concrete mixer

Sub total of D = Norms Rate = Unit Rate =

0 0

Material (B)

6

Amount 0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Equipment (C)

0 0 0

Amount 0

0 0 0

15 cum

0

Type Unit Quantity Rate d) Formwork and staging 48 % per cent of (a+b+c)

Amount 0

0

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and laying of Reinforced/ Pre-stressed cement concrete in box girder and balanced cantilever super-structure as per drawing and Technical Specification, RCC/PSC Grade M 35, Height above 10 m Labour (A)

0

Formworks (D)

Unit Quantity Rate hour

Amount

15 cum

Type Unit Quantity Rate d) Formwork and staging 38 % per cent 0 of (a+b+c) 0

Equipment (C)

day

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in box girder and balanced cantilever super-structure as per drawing and Technical Specification, RCC/PSC Grade M 35, Height above 5 m to 10 m Labour (A)

0 0

Formworks (D)

Unit Quantity Rate hour

0

15 cum

Type Unit Quantity Rate d) Formwork and staging 33 % per cent of (a+b+c)

Equipment (C)

Unit Quantity Rate

Amount

Formworks (D)

Providing and laying of Reinforced/ Pre-stressed cement concrete in box girder and balanced cantilever super-structure as per drawing and Technical Specification, RCC/PSC Grade M 35, Height upto 5 m

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No.

0

0 0 0 3 0 25.32 0 Sub total of B = Sub total of A + B + C + D=

0 0

Labour (A)

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.D.ii Skilled i.q Unskilled

Amount Type

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, RCC/PSC Grade M 35, Height above 10 m

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.D.ii Skilled i.p Unskilled

Equipment (C)

Unit Quantity Rate

15 cum

0 0 0

15 cum Formworks (D)

Norms No. Type 20.8.D.ii Skilled i.r Unskilled

Unit Quantity Rate

Amount Type

3

0

0 Cement

tonne 6.33

day

32

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Cost of water Admixture

cum cum cum KL kg

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.8.E Unskilled Skilled

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.8.E.i. Skilled p Unskilled

Description of Work:

Description of Work:

0 0

Unit Quantity Rate

Concrete mixer

hour

6

Amount 0

0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

0 0 0 3 0 25.32 0 Sub total of B = Sub total of A + B + C + D=

Labour (A)

6.75 8.1 5.4

Material (B)

Unit Quantity Rate day 33 day 4

Amount Type 0 0 Cost of water 0 0 Admixture 10 mm Aggregate 20 mm Aggregate Coarse sand Cement Sub total of A = 0 Sub total of A +B + C = 0

Type Unit Quantity Rate d) Formwork and staging 58 % per cent of (a+b+c)

Sub total of D = Norms Rate = Unit Rate =

0 0

Quantity Rate Amount 3 0 25.8 0 5.4 0 8.1 0 6.75 0 6.45 0 Sub total of B = Sub total of A + B + C + D=

Type 0 Generator 0 Concrete mixer 0 0 0 0 0 0

Labour (A)

Amount Type

Amount

Type 0 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

day

4

0

0 Cement

tonne 6.45

day

33

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture Cost of water

cum cum cum kg KL

Amount Type 0

0 0 0 0 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4 25.8

Concrete mixer

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

hour

Labour (A)

6

Amount 0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Amount Type

Type Unit Quantity Rate d) Formwork and staging 20 % per cent 0 of (a+b+c) 0

Sub total of D = Norms Rate = Unit Rate =

0 0

day

4

0

0 Cement

tonne 6.45

day

33

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture Cost of water

cum cum cum kg KL

Amount Type 0

0 0 0 0 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4 25.8

Concrete mixer

6

Amount 0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Type Unit Quantity Rate d) Formwork and staging 25 % per cent 0 of (a+b+c) 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and laying of Reinforced/ Pre-stressed cement concrete in sollid slab super-structure as per drawing and Technical Specification, PSC Grade M-40, Height above 10 m Labour (A)

Material (B)

Unit Quantity Rate day

4

Amount Type 0

0 Cement

tonne 6.45

Amount Type 0

0

Concrete mixer

0

0 0 0

Amount 0

0 0 0

Formworks (D)

Unit Quantity Rate hour

Amount

15 cum

Equipment (C)

Unit Quantity Rate

0

Formworks (D)

Unit Quantity Rate hour

0 0

15 cum

Equipment (C)

Unit Quantity Rate

Amount

Formworks (D)

Unit Quantity Rate

Providing and laying of Reinforced/ Pre-stressed cement concrete in sollid slab super-structure as per drawing and Technical Specification, PSC Grade M-40, Height above 5 m to 10 m

Unit Quantity Rate

0

15 cum

Equipment (C)

Unit Quantity Rate

0 0

Formworks (D)

Unit Quantity Rate hour 6 hour 6

0 0

Material (B)

Unit Quantity Rate

0

15 cum Equipment (C)

Unit KL kg cum cum cum tonne

Amount

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in sollid slab super-structure as per drawing and Technical Specification, PSC Grade M-40, Height upto 5 m

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.E.i. Skilled r

Amount Type 0

Providing and laying of Reinforced/ Pre-stressed cement concrete in super-structure as per drawing and Technical Specification, PSC Grade M-40

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.E.i. Skilled q Unskilled

Unit Quantity Rate

day

6

Amount 0

Type Unit Quantity Rate d) Formwork and staging 30 % per cent 0 of (a+b+c)

Amount 0

Unskilled

day

33

0

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.8.E.ii. Skilled p Unskilled

Description of Work:

Description of Work:

Description of Work:

6.75 8.1 5.4 25.8

hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Amount Type

0

Sub total of D = Norms Rate = Unit Rate =

0 0

4

0

0 Cement

tonne 6.45

day

33

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture Cost of water

cum cum cum kg KL

Amount Type 0

0 0 0 0 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4 25.8

Concrete mixer

6

Amount 0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Type Unit Quantity Rate d) Formwork and staging 25 % per cent 0 of (a+b+c) 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, PSC Grade M-40, Height above 5 m to 10 m Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Equipment (C)

Unit Quantity Rate

day

4

0

0 Cement

tonne 6.45

day

33

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture Cost of water

cum cum cum kg KL

Amount Type 0

0 0 0 0 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4 25.8

Concrete mixer

Labour (A)

6

Amount 0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Amount Type

Type Unit Quantity Rate d) Formwork and staging 30 % per cent 0 of (a+b+c) 0

Sub total of D = Norms Rate = Unit Rate =

0 0

day

4

0

0 Cement

tonne 6.45

day

33

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture Cost of water

cum cum cum kg KL

0

0 0 0 0 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4 25.8

Amount Type Concrete mixer

6

Amount 0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Type Unit Quantity Rate d) Formwork and staging 35 % per cent 0 of (a+b+c) 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and laying of Reinforced/ Pre-stressed cement concrete in super-structure as per drawing and Technical Specification, PSC Grade M-45 Labour (A)

Unit Quantity Rate day 33 day 4

Material (B)

Amount Type 0 0 Cost of water 0 0 Admixture 10 mm Aggregate 20 mm Aggregate

Quantity Rate 3 27.9 5.4 8.1

Amount Type 0 0 Generator 0 0 Concrete mixer 0 0 0 0

Amount 0

0 0 0

Amount 0

0 0 0

15 cum Equipment (C)

Unit KL kg cum cum

0

Formworks (D)

Unit Quantity Rate hour

0 0

15 cum

Equipment (C)

Unit Quantity Rate

0

15 cum

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, PSC Grade M-40, Height above 10 m

Unit Quantity Rate

Amount

Formworks (D)

Unit Quantity Rate hour

0

Formworks (D)

Unit Quantity Rate hour

0 0

15 cum

Equipment (C)

Unit Quantity Rate

day

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.F Unskilled Skilled

0 0 0 0 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

Labour (A)

Unit Quantity Rate

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.E.ii. Skilled r Unskilled

cum cum cum kg KL

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, PSC Grade M-40, Height upto 5 m

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.E.ii. Skilled q Unskilled

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture Cost of water

Unit Quantity Rate hour 6 hour 6

Formworks (D)

Amount 0 0

Type 0 0

Unit Quantity Rate

Amount

Coarse sand Cement Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.8.F.i. Skilled p Unskilled

Description of Work:

Labour (A)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

day

4

0

0 Cement

tonne 6.975

day

33

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture Cost of water

cum cum cum kg KL

0 0 0 0 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

Concrete mixer

Labour (A)

6

Amount 0

0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Unit Quantity Rate

Amount Type

Type Unit Quantity Rate d) Formwork and staging 20 % per cent of (a+b+c)

day

4

0

0 Cement

tonne 6.975

day

33

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture Cost of water

cum cum cum kg KL

Amount Type 0

0 0 0 0 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4 27.9

Concrete mixer

Sub total of D = Norms Rate = Unit Rate =

0 0

6

Amount 0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

day

4

0

0 Cement

tonne 6.975

day

33

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture Cost of water

cum cum cum kg KL

Material (B)

Amount Type

Type Unit Quantity Rate d) Formwork and staging 25 % per cent 0 of (a+b+c) 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Sub total of A = Sub total of A +B + C =

Amount Type 0

0 0 0 0 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4 27.9

Concrete mixer

6

Amount 0

0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Type Unit Quantity Rate d) Formwork and staging 30 % per cent of (a+b+c)

Labour (A)

Material (B)

Amount Type

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type

day

4

0

0 Cement

tonne 6.975

0

day

33

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture Cost of water

cum cum cum kg KL

0 0 0 0 0

6.75 8.1 5.4 27.9 3

Concrete mixer

0 0 Generator 0 0 0 0

0

0 0 0

Amount 0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, PSC Grade M-45, Height upto 5 m

Unit Quantity Rate

Amount

Formworks (D)

Unit Quantity Rate hour

0

15 cum

Equipment (C)

Unit Quantity Rate

0 0

15 cum

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab super-structure as per drawing and Technical Specification, PSC Grade M-45, Height above 10 m Labour (A)

0

Formworks (D)

Unit Quantity Rate hour

Amount

0

Equipment (C)

Unit Quantity Rate

0

15 cum

Unit Quantity Rate hour

0 0

Formworks (D)

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab super-structure as per drawing and Technical Specification, PSC Grade M-45, Height above 5 m to 10 m

Unit Quantity Rate

Description of Work:

Amount Type 0

6.75 8.1 5.4 27.9

20.8.F.i.r Skilled

Spec. cl. No: 2000 Norms No. Type 20.8.F.ii. Skilled p Unskilled

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Spec. cl. No: 2000 Norms No. Type

Unskilled

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Sub total of A = Sub total of A +B + C =

Description of Work:

0 0

0 0 0 0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab super-structure as per drawing and Technical Specification, PSC Grade M-45, Height upto 5 m

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.F.i. Skilled q Unskilled

cum 6.75 0 tonne 6.975 0 Sub total of B = Sub total of A + B + C + D=

0 0 0

15 cum Formworks (D)

Unit Quantity Rate

Amount

hour

6

0

hour

6

0

Type Unit Quantity Rate d) Formwork and staging 25 % per cent 0 of (a+b+c) 0

Amount 0

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.8.F.ii. Skilled q Unskilled

Description of Work:

Labour (A)

Material (B)

Unit Quantity Rate

Description of Work:

Amount Type

Description of Work:

Unit Quantity Rate

4

0

0 Cement

tonne 6.975

day

33

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture Cost of water

cum cum cum kg KL

Amount Type 0

Concrete mixer

0 0 0 0 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

6

Amount 0

0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

6.75 8.1 5.4 27.9

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Type Unit Quantity Rate d) Formwork and staging 30 % per cent of (a+b+c)

day

4

0

0 Cement

tonne 6.975

day

33

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture Cost of water

cum cum cum kg KL

Amount Type 0

Concrete mixer

Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0 0 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

6

0

Type Unit Quantity Rate d) Formwork and staging 35 % per cent 0 of (a+b+c) 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and laying of Reinforced/ Pre-stressed cement concrete in super-structure as per drawing and Technical Specification, PSC Grade M-50 Labour (A)

Material (B)

Unit Quantity Rate day 30 day 5

0 0

Amount Type 0 Cost of water 0 Admixture 10 mm Aggregate 20 mm Aggregate Coarse sand Cement

Quantity Rate Amount 3 0 29.4 0 5.4 0 8.1 0 6.75 0 7.35 0 Sub total of B = Sub total of A + B + C + D=

0 0

Type

Labour (A)

Unit Quantity Rate

Amount

hour 6 0 0 Generator hour 6 0 0 Concrete mixer 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Amount Type

day

5

0

0 Cement

tonne 7.35

day

30

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture Cost of water

cum cum cum kg KL

Sub total of A = Sub total of A +B + C =

0 0

6.75 8.1 5.4 29.4

Amount Type 0

0 0 0 0 3 0 Sub total of B = Sub total of A + B + C + D=

Concrete mixer

0

0 0 0

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

15 cum Formworks (D)

Unit Quantity Rate hour

Amount

0 0

Equipment (C)

Unit Quantity Rate

Amount

Formworks (D)

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab super-structure as per drawing and Technical Specification, PSC Grade M-50, Height upto 5 m

Unit Quantity Rate

0

15 cum Equipment (C)

Unit KL kg cum cum cum tonne

0 0

Formworks (D)

Amount

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

6.75 8.1 5.4 27.9

0

15 cum

Unit Quantity Rate hour

Amount

0

Equipment (C)

Unit Quantity Rate

0

15 cum

Unit Quantity Rate hour

0 0

Formworks (D)

Providing and laying of Reinforced/ Pre-stressed cement concrete in super-structure as per drawing and Technical Specification, PSC Grade M-45, Height above 10 m

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.G.i. Skilled p Unskilled

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

day

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.G Unskilled Skilled

Sub total of C = Contractor's overhead expenses 15% =

0 0

Providing and laying of Reinforced/ Pre-stressed cement concrete in super-structure as per drawing and Technical Specification, PSC Grade M-45, Height above 5 m to 10 m

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.F.ii. Skilled r Unskilled

Sub total of B = Sub total of A + B + C + D=

0 0

6

Amount 0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Type Unit Quantity Rate d) Formwork and staging 20 % per cent 0 of (a+b+c) 0

0 0

Sub total of D = Norms Rate = Unit Rate =

Amount 0

0 0 0

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.8.G.i. Skilled q Unskilled

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab super-structure as per drawing and Technical Specification, PSC Grade M-50, Height above 5 m to 10 m Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.8.G.i. Skilled r Unskilled

5

0

0 Cement

tonne 7.35

day

30

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture Cost of water

cum cum cum kg KL

Description of Work:

Description of Work:

6.75 8.1 5.4 29.4

Concrete mixer

Unit Quantity Rate hour

6

Amount 0

0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Amount Type

Type Unit Quantity Rate d) Formwork and staging 25 % per cent of (a+b+c)

5

0

0 Cement

tonne 7.35

day

30

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture Cost of water

cum cum cum kg KL

Amount Type 0

0 0 0 0 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4 29.4

Concrete mixer

Sub total of D = Norms Rate = Unit Rate =

0 0

6

0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Material (B)

Unit Quantity Rate

Type Unit Quantity Rate d) Formwork and staging 30 % per cent 0 of (a+b+c) 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Amount Type

Unit Quantity Rate

5

0

0 Cement

tonne 7.35

day

30

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture Cost of water

cum cum cum kg KL

Amount Type 0

0 0 0 0 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

6.75 8.1 5.4 29.4

Concrete mixer

6

Amount 0

0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Type Unit Quantity Rate d) Formwork and staging 25 % per cent of (a+b+c)

Labour (A)

Material (B)

Amount Type

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

day

5

0

0 Cement

tonne 7.35

day

30

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture Cost of water

cum cum cum kg KL

0 0

6.75 8.1 5.4 29.4

Amount Type 0

0 0 0 0 3 0 Sub total of B = Sub total of A + B + C + D=

Concrete mixer

0 0 0

Amount 0

0 0 0

15 cum Formworks (D)

Unit Quantity Rate hour

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, PSC Grade M-50, Height above 5 m to 10 m

Unit Quantity Rate

Amount

Formworks (D)

Unit Quantity Rate hour

0

15 cum

Equipment (C)

day

0 0

Formworks (D)

Amount

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, PSC Grade M-50, Height upto 5 m Labour (A)

0

15 cum

Unit Quantity Rate hour

Amount

0

Equipment (C)

Unit Quantity Rate

day

Sub total of A = Sub total of A +B + C =

Description of Work:

0 0 0 0 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

Labour (A)

Unit Quantity Rate

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.G.ii Skilled .q Unskilled

Amount Type 0

Formworks (D)

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab super-structure as per drawing and Technical Specification, PSC Grade M-50, Height above 10 m

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2000 Norms No. Type 20.8.G.ii Skilled .p Unskilled

Unit Quantity Rate

day

Sub total of A = Sub total of A +B + C =

15 cum

Equipment (C)

6

Amount 0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, PSC Grade M-50, Height above 10 m

Type Unit Quantity Rate d) Formwork and staging 30 % per cent 0 of (a+b+c) 0

0 0

Sub total of D = Norms Rate = Unit Rate =

Amount 0

0 0 0

15 cum

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.8.G.ii Skilled .r Unskilled

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and slab super-structure as per drawing and Technical Specification, PSC Grade M-50, Height above 10 m Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Description of Work:

Spec. cl. No: 2014 Norms No. Type 20.9 Unskilled Skilled (Blacksmith)

Equipment (C)

Unit Quantity Rate

day

5

0

0 Cement

tonne 7.35

day

30

0

0 Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture Cost of water

cum cum cum kg KL

Sub total of A = Sub total of A +B + C =

Amount Type 0

0 0 0 0 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

15 cum

6.75 8.1 5.4 29.4

Formworks (D)

Unit Quantity Rate

Concrete mixer

hour

6

Amount 0

0 hour 6 0 0 Generator 0 0 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Type Unit Quantity Rate d) Formwork and staging 35 % per cent 0 of (a+b+c) 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and laying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Labour (A)

Material (B)

Amount Type 0 0 Binding wire

Unit Quantity Rate Kg 8

day

0

tonne 1.1

4

0 HYSD bars

Sub total of A = 0 Sub total of A +B + C = #NAME?

Amount Type 0

#NAME?

Unit Quantity Rate

Type

Unit Quantity Rate

Labour (A)

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 2000 Norms No. Type 20.12 Unskilled Skilled

15 cum Formworks (D)

Type

Unit Quantity Rate

cum

1

0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

1 cum Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Labour (A)

Amount

0 0

Equipment (C)

Amount Type Unit Quantity Rate Amount Type HYSD bar reinforcement Rate tonne 0.05 #NAME? #NAME? ( Refer relevant item of concrete in item except that form work may be added at the rate of 2 per cent of cost against 3.5 per cent provided in the foundation concrete. Cement concrete Grade ( excluding formwork i.e. per cum basic cost (a+b+c) )

Amount

#NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Providing and laying of Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

Unit Quantity Rate

0

0

Description of Work:

Description of Work:

0 0

Formworks (D)

Amount

Providing and laying of PCC M 15 Grade leveling course below approach slab complete as per drawing and Technical specification Spec. cl. No: no number Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount "20.10" Unskilled day 30 0 0 Cost of water KL 2 0 hour 6 0 0 Generator Skilled day 3 0 0 10 mm Aggregate cum 1.35 0 hour 6 0 0 Concrete mixer 20 mm Aggregate cum 4.05 0 0 40 mm Aggregate cum 8.1 0 0 Coarse sand cum 6.75 0 0 Cement tonne 4.13 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0

Spec. cl. No: 2014 Norms No. Type 20.11

0

1 tonne Equipment (C)

Unit Quantity Rate day 12

Amount

Material (B)

Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type day 2 0 0 HYSD bar reinforcementRate as per item no 20.9 tonne 0.08 #NAME? #NAME? day 2 0 0 Concrete, Rate as per item No. 20.2 (G) excluding formworks cum #NAME? Sub total of A = Sub total of B = #NAME? 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME?

1 cum Equipment (C)

Unit Quantity Rate

Formworks (D)

Amount

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Type

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME?

Unit Rate = #NAME? Description of Work:

Unit Quantity Rate

21.1

day

2

Skilled ( Mason) day

1

0

0 Cement for grouting

Technician

day

1

0

0

day

2

0

0 H.T. Strand

day

1

0

0

day

1

0

0

day

5

0

0

day

2

0

0

day

1

0

0

Sub total of A = Sub total of A +B + C =

0 0

Unskilled

Labour (A)

Material (B)

Equipment (C)

Amount Type Unit Quantity Rate Add 0.50 per cent cost of material for Spacers, Insulation tape 0 0 and miscellaneous items

iii) For grouting Unskilled Skilled (Prestressing operator / Fitter) Technician ii) For prestressing Unskilled Skilled (Blacksmith) Technician

0.337 tonne

Providing, fitting and fixing high tensile steel wires/strands ( Tendons) including all accessories for stressing, stressing operations and grouting complete as per Drawing and Technical Specifications.

Spec. cl. No: 2100 Norms No. Type

tonne 0.13

Amount Type 0 Generator 0

Tube anchorage set complete with bearing plate, permanent wedges etc.

each

2

0

Sheathing duct ID 66 mm

meter

42

0

Grouting pump with

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Stressing jack with

Sub total of B = Sub total of A + B + C + D=

0 0

hour

0 1

Type Details of cost for 12T13 strand 40 m 0 long cable (weight = 0.377 MT) 0

0 pump 0 0

hour 3.5

Amount

0

0 agitator

0

tonne 0.39

Formworks (D)

Unit Quantity Rate

hour 2.5

Unit Quantity Rate

Amount 0

i) For making and fixing cables, anchorages Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Precast - pre-tensioned Girders, Providing, pre-casting, transportation and placing in position precast pre-tensioned concrete girders as per drawing and technical specifications, Grade of concrete - M 40 Spec. cl. No: 2000, 2100 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 21.2

Unskilled

day

3

0

Add consumables such as binding wire, foam, packing tape, 0 shuttering oil, HDPE pipe for unbonding of strand, bolt & nuts etc. @ 1 per cent of material cost

Skilled

day

1

0

0 LDO for steam curing

(vii) Placement of girders in position over pier caps including placement of sand jacks, channel, levelling etc. Unskilled Skilled

HT strand

tonne 0.6

3 1

0 0

day day

4 1

0 0

0 HYSD steel . 0 Admixture @ 0.4 per cent of cement

tonne Kg 18.8

Formworks (D)

hour

2

0

Loader

hour

1

0

0

1 #NAME? #NAME? Trailer 0 0 Crane

hour hour

2 2

0 0

0 0

hour

1

0

0

hour hour

2 1

0 0

0 0

370

0

ii) For transportation 0 and placement at site

0

0

day day

(vi) Handling of precast girder, stacking in stockyard and again loading in trailer Unskilled Skilled

Liter

10 mm Aggregate

cum 3.6

0

0 20 mm Aggregate 0 Coarse sand

cum 5.4 cum 4.5

0 0

Concrete Pump stationary 0 0 Transit Mixer 0 Batching Plant

0

10 cum

Cost of formwork, steam curing arrangement, pre-tensioning 0 arrangement etc. @ 5 per cent of cost material, Labour and Equipment

0 Crane

0 0

Unit Quantity Rate

Amount #NAME?

(v) Steam curing and manual curing Unskilled day Skilled day

Cement

tonne 4.7

0

Generator

hour

6

0

0

0

12 1

0 0

0 0

day day day

20 10 1

0 0 0

0 0 0

(iii) Erection and dismantling of shuttering Unskilled day Skilled day Technician day Taking quantity of HT strand 60 Kg/cum

5 2 1

0 0 0

0 0 0

16 4

0 0

0 0

i) At casting yard

(iv) Concreting by Batching plant or concrete mixture and stationary concrete pump Unskilled Skilled Technician Taking shuttering area 10 sqm/cum of concrete

(ii) Cable cutting and threading in position including binding by insulation tape with HDPE pipes etc., pre-stressing and cutting of extra length of HT strand after de-stressing. Unskilled Skilled

day day

Taking quantity of steel 100 Kg/cum of concrete including laps and wastage (i) Cutting, bending, making reinforcement cage, placing in position, binding etc. complete Sub total of A = 0 Sub total of A +B + C = #NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = #NAME? Norms Rate = #NAME? Unit Rate = #NAME?

Description of Work:

Providing and fixing Helical pipes in voided concrete slabs as per Drawing and Technical Specifications. Spec. cl. No: 2000, 2100 Labour (A) Material (B) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Consumables for sealing joints etc.@ 5 per cent of cost of 21.3 Unskilled day 3 0 0 material

10 meter Equipment (C)

Amount Type 0

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

Skilled ( Fitter)

day

1

0

0 Tie rods 20 mm diameter

nos

10

0

Technician

day

1

0

0 Helical pipes 600 mm diameter

meter

11

0

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2200 Norms No. Type 22.1.A

Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0

Sub total of C = Contractor's overhead expenses 15% =

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., RS Joist, Heavy Zinc Coating Labour (A)

Material (B)

Unit Quantity Rate

Equipment (C)

Amount Type

Unit Quantity Rate

Amount Type

Unskilled

day

4

0

Add 5.0 per cent cost of structural steel for consumables ( gas 0 electrodes drill bits etc.)material for Spacers, Insulation tape and miscellaneous items

Semiskilled Skilled (Blacksmith) Technician ii) for Erecting Unskilled Semiskilled Skilled (Blacksmith) Technician i) for Fabricating/ assembling

day

4

0

0 Add 12% of cost of material for heavy zinc coating

0 Crane

day

2

0

0 Add 3 % cost of of structural steel for Nut , bolt/ Rivet etc.

0

day

1

0

0 Structural Steel

day day

2 2

0 0

0 0

day

2

0

0

day

1

0

0

Sub total of A = Sub total of A +B + C =

0 0

Description of Work:

22.1.A_a Unskilled

Semiskilled Skilled (Blacksmith) Technician ii) for Erecting Unskilled Semiskilled Skilled (Blacksmith) Technician i) for Fabricating/ assembling

Description of Work:

Spec. cl. No: 2200 Norms No. Type

tonne 1.1

0

0

Sub total of B = Sub total of A + B + C + D=

0 0

Amount

Type

Unit Quantity Rate

Labour (A)

hour

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

1

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Amount Type

Unit Quantity Rate

day

4

0

Add 5.0 per cent cost of structural steel for consumables ( gas 0 electrodes drill bits etc.)material for Spacers, Insulation tape and miscellaneous items

day

4

0

0

day

2

0

0 Add 3 % cost of of structural steel for Nut , bolt/ Rivet etc.

day

1

0

0 Structural Steel

day day

2 2

0 0

0 0

day

2

0

0

day

1

0

0

Sub total of A = Sub total of A +B + C =

0 0

Amount Type

0 Crane

Amount

Type

Unit Quantity Rate

Labour (A)

0 0 0

1 tonne

Amount

hour

1

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

0 tonne 1.1

0

0

Sub total of B = Sub total of A + B + C + D=

0 0

Material (B)

Amount Type

Amount

0

Sub total of D = Norms Rate = Unit Rate =

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., RS Joist, Height upto 5 m Unit Quantity Rate

1 tonne

Formworks (D)

Unit Quantity Rate

Add 5.0 per cent cost of steel for cutting, 0 drilling, grinding welding et

Add 5% of cost of material for painting one shop coat with red oxide primer and two coats of synthetic enamel .

0

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., RS Joist, painting one shop coat with red oxide primer and two coats of synthetic enamel Unit Quantity Rate

0 0

Formworks (D)

Unit Quantity Rate

Add 5.0 per cent cost of steel for cutting, 0 drilling, grinding welding et

Spec. cl. No: 2200 Norms No. Type

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

0 0 0

1 tonne

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

i) for 22.1.A.P Fabricating/ assembling

tonne 1.1

0

Crane

day

1

0

0 Add 3 % cost of of structural steel for Nut , bolt/ Rivet etc.

0

Skilled (Blacksmith)

day

2

0

0 Add 12% of cost of material for heavy zinc coating

0

Semiskilled

day

2

0

Unskilled ii) for Erecting Technician Skilled (Blacksmith) Semiskilled Unskilled

day

2

0

Add 5.0 per cent cost of structural steel for consumables ( gas 0 electrodes drill bits etc.)material for Spacers, Insulation tape and miscellaneous items 0

day

1

0

0

day

2

0

0

4 0 4 0 Sub total of A = Sub total of A +B + C =

0 0

Spec. cl. No: Norms No. Type i) for 22.1.A.R Fabricating/ assembling

day day

Sub total of B = Sub total of A + B + C + D=

0 0

0

Add 5.0 per cent cost of steel for cutting, drilling, grinding welding et

Sub total of C = Contractor's overhead expenses 15% =

0 0

0

d) Formwork and staging "&F31&" per cent of (a+b+c)

0

0

d) Formwork and staging "&F31&" per cent of (a+b+c)

0

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., RS Joist, Height above 10 m Labour (A)

Material (B)

Unit Quantity Rate

Equipment (C)

Amount Type

Unit Quantity Rate

Structural Steel

tonne 1.1

Amount Type 0

Crane

hour

1

0

0 Add 3 % cost of of structural steel for Nut , bolt/ Rivet etc.

0

Skilled (Blacksmith)

day

2

0

0 Add 12% of cost of material for heavy zinc coating

0

Semiskilled

day

2

0

Unskilled ii) for Erecting Technician Skilled (Blacksmith) Semiskilled Unskilled

day

2

0

Add 5.0 per cent cost of structural steel for consumables ( gas 0 electrodes drill bits etc.)material for Spacers, Insulation tape and miscellaneous items 0

day

1

0

0

day

2

0

0

4 0 4 0 Sub total of A = Sub total of A +B + C =

0 0

day day

1

Amount

Type

0

Add 5.0 per cent cost of steel for cutting, drilling, grinding welding et

0 0

Unit Quantity Rate

Amount Type

Amount 0

0

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Unit Quantity Rate

1 tonne

d) Formwork and staging "&F31&" per 0 cent of (a+b+c)

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., Built up beam, Plate Girder etc. Labour (A)

0

0

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Formworks (D)

Unit Quantity Rate

0

day

Description of Work:

1

0

Technician

Spec. cl. No: 2200 Norms No. Type

hour

0

Technician

Description of Work:

22.1.B

Structural Steel

Equipment (C)

Unit Quantity Rate

Amount Type

Unskilled

day

6

0

Add 5.0 per cent cost of steel for consumables ( gas electrodes 0 drill bits etc.)material for Spacers, Insulation tape and miscellaneous items

Add 5.0 per cent cost of steel for cutting, 0 drilling, grinding welding et

Semiskilled Skilled (Blacksmith) Technician ii) for Erecting

day

6

0

0 Add 12% of cost of material for heavy zinc coating

0 crane

day

3

0

0 Add 3 % cost of of structural steel for Nut , bolt/ Rivet etc.

0

day

1

0

0 Structural Steel

tonne 1.1

0

0

0

1 tonne

Formworks (D)

Unit Quantity Rate

Amount

Type 0

hour

0 0

6

0

0

Unit Quantity Rate

Amount

Unskilled Semiskilled Skilled (Blacksmith) Technician i) for Fabricating/ assembling

Description of Work:

Spec. cl. No: 2200 Norms No. Type 22.1.B_a Unskilled

Semiskilled Skilled (Blacksmith) Technician ii) for Erecting Unskilled Semiskilled Skilled (Blacksmith) Technician i) for Fabricating/ assembling

Description of Work:

Spec. cl. No: 2200 Norms No. Type i) for 22.1.B.p Fabricating/ assembling

day day

5 5

0 0

0 0

day

3

0

0

day

1

0

0

Sub total of A = Sub total of A +B + C =

0 0

Sub total of B = Sub total of A + B + C + D=

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., Built up beam, Plate Girder etc. Labour (A)

Material (B)

Unit Quantity Rate

Equipment (C)

Amount Type

Unit Quantity Rate

day

6

0

Add 5.0 per cent cost of steel for consumables ( gas electrodes 0 drill bits etc.)material for Spacers, Insulation tape and miscellaneous items

day

6

0

0

day

3

0

0 Add 3 % cost of of structural steel for Nut , bolt/ Rivet etc.

day

1

0

0 Structural Steel

day day

5 5

0 0

0 0

day

3

0

0

day

1

0

0

Sub total of A = Sub total of A +B + C =

0 0

Amount Type

0 crane

Amount

Type

Unit Quantity Rate

hour

0

0

0

0

Sub total of B = Sub total of A + B + C + D=

0 0

6

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Amount Type

Unit Quantity Rate

Structural Steel

tonne 1.1

Amount Type 0

Unit Quantity Rate

crane

hour

Technician

day

1

0

0 Add 3 % cost of of structural steel for Nut , bolt/ Rivet etc.

0

Skilled (Blacksmith)

day

3

0

0 Add 12% of cost of material for heavy zinc coating

0

Semiskilled

day

5

0

Unskilled ii) for Erecting Technician Skilled (Blacksmith) Semiskilled Unskilled

day

5

0

Add 5.0 per cent cost of steel for consumables ( gas electrodes 0 drill bits etc.)material for Spacers, Insulation tape and miscellaneous items 0

day

1

0

0

day

3

0

0

6 0 6 0 Sub total of A = Sub total of A +B + C =

0 0 0 0

Sub total of B = Sub total of A + B + C + D=

0 0 0

1 tonne

Formworks (D)

6

Amount 0

0

day day

Amount

0 tonne 1.1

Material (B)

Unit Quantity Rate

1 tonne

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., Built up beam, Plate Girder etc., Height upto 5 m Labour (A)

0

Formworks (D)

Unit Quantity Rate

Add 5.0 per cent cost of steel for cutting, 0 drilling, grinding welding et

Add 5% of cost of material for painting one shop coat with red oxide primer and two coats of synthetic enamel .

0 0

Add 5.0 per cent cost of steel for cutting, drilling, grinding welding et

Type

Unit Quantity Rate

d) Formwork and staging 25 % of 0 (a+b+c)

Amount 0

0

0

0 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate =

0 0

Unit Rate = Description of Work:

Spec. cl. No: 2200 Norms No. Type i) for 22.1.B.q Fabricating/ assembling

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., Built up beam, Plate Girder etc., Height 5 m to 10 m Labour (A)

Material (B)

Unit Quantity Rate

Equipment (C)

Amount Type

Unit Quantity Rate

Structural Steel

tonne 1.1

Amount Type 0

day

1

0

0 Add 3 % cost of of structural steel for Nut , bolt/ Rivet etc.

0

Skilled (Blacksmith)

day

3

0

0 Add 12% of cost of material for heavy zinc coating

0

Semiskilled

day

5

0

Unskilled ii) for Erecting Technician Skilled (Blacksmith) Semiskilled Unskilled

day

5

0

Add 5.0 per cent cost of steel for consumables ( gas electrodes 0 drill bits etc.)material for Spacers, Insulation tape and miscellaneous items 0

day

1

0

0

day

3

0

0

6 0 6 0 Sub total of A = Sub total of A +B + C =

0 0

Description of Work:

day day

Sub total of B = Sub total of A + B + C + D=

0 0

0

Add 5.0 per cent cost of steel for cutting, drilling, grinding welding et

Unit Quantity Rate

d) Formwork and staging 30 % of (a+b+c)

0

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., Built up beam, Plate Girder etc., Height above 10 m Labour (A)

Material (B)

Unit Quantity Rate

Equipment (C)

Amount Type

Unit Quantity Rate

Structural Steel

tonne 1.1

Amount Type 0

crane

hour

1

0

0 Add 3 % cost of of structural steel for Nut , bolt/ Rivet etc.

0

Skilled (Blacksmith)

day

3

0

0 Add 12% of cost of material for heavy zinc coating

0

Semiskilled

day

5

0

Unskilled ii) for Erecting Technician Skilled (Blacksmith) Semiskilled Unskilled

day

5

0

day

1

0

0

day

3

0

0

6 0 6 0 Sub total of A = Sub total of A +B + C =

0 0

day day

6

Amount

Type

Labour (A)

0

Add 5.0 per cent cost of steel for cutting, drilling, grinding welding et

0 0

Material (B)

Amount Type

1 tonne

Unit Quantity Rate

Amount

d) Formwork and staging 35 % of 0 (a+b+c)

0

0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., Truss

Unit Quantity Rate

0

0

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Formworks (D)

Unit Quantity Rate

0

Add 5.0 per cent cost of steel for consumables ( gas electrodes 0 drill bits etc.)material for Spacers, Insulation tape and miscellaneous items 0

Amount

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

day

Description of Work:

0

Type

0

Technician

Spec. cl. No: 2200 Norms No. Type

6

Amount

0

Technician

Spec. cl. No: 2200 Norms No. Type i) for 22.1.B.r Fabricating/ assembling

hour

1 tonne

Formworks (D)

Unit Quantity Rate

crane

0

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

0 0 0

1 tonne

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

22.1.C

Add 5.0 per cent cost of steel for cutting, drilling, grinding welding etc.

Unskilled

day

8

0

Add 5.0 per cent cost of steel for consumables ( gas electrodes 0 drill bits etc.) material for Spacers, Insulation tape and miscellaneous items

0

Semiskilled Skilled /Blacksmith Technician ii) for Erecting Unskilled Semiskilled Skilled (Blacksmith) Technician i) for Fabricating/ assembling

day

8

0

0 Add 12% of cost of material for heavy zinc coating.

0 Crane

day

4

0

0 Add 3 % cost of of structural steel for Nut , bolt/ Rivet etc.

0

day

2

0

0 Structural Steel

day day

6 6

0 0

0 0

day

4

0

0

day

2

0

0

Sub total of A = Sub total of A +B + C =

0 0

Description of Work:

Spec. cl. No: Norms No. Type 22.1.C_a Unskilled

Semiskilled Skilled /Blacksmith Technician ii) for Erecting Unskilled Semiskilled Skilled (Blacksmith) Technician i) for Fabricating/ assembling

Description of Work:

Spec. cl. No: 2200 Norms No. Type i) for 22.1.C.p Fabricating/ assembling

tonne 1.1

0

0

Sub total of B = Sub total of A + B + C + D=

0 0

0 hour

6

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

22.1.C_a

0 0 0

1 tonne

Labour (A)

Material (B)

Unit Quantity Rate

Equipment (C)

Amount Type

Unit Quantity Rate

day

8

0

Add 5.0 per cent cost of steel for consumables ( gas electrodes 0 drill bits etc.) material for Spacers, Insulation tape and miscellaneous items

day

8

0

0

day

4

0

0 Add 3 % cost of of structural steel for Nut , bolt/ Rivet etc.

day

2

0

0 Structural Steel

day day

6 6

0 0

0 0

day

4

0

0

day

2

0

0

Sub total of A = Sub total of A +B + C =

0 0

Amount Type

Formworks (D)

Unit Quantity Rate

Amount

Add 5.0 per cent cost of steel for cutting, 0 drilling, grinding welding etc.

Add 5% of cost of material for painting one shop coat with red oxide primer and two coats of synthetic enamel

0 Crane

Type

Unit Quantity Rate

0

hour

6

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

0 tonne 1.1

0

0

Sub total of B = Sub total of A + B + C + D=

0 0

Sub total of D = Norms Rate = Unit Rate =

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., Truss, Height upto 5 m Labour (A)

Material (B)

Unit Quantity Rate

Amount

Amount Type Structural Steel

Equipment (C)

Unit Quantity Rate tonne 1.1

Amount Type 0

Crane 0

Technician

day

2

0

0 Add 3 % cost of of structural steel for Nut , bolt/ Rivet etc.

0

Skilled (Blacksmith)

day

4

0

0 Add 12% of cost of material for heavy zinc coating.

0

Semiskilled

day

6

0

Add 5.0 per cent cost of steel for consumables ( gas electrodes 0 drill bits etc.) material for Spacers, Insulation tape and miscellaneous items

0

Add 5.0 per cent cost of steel for cutting, drilling, grinding welding etc.

0

1 tonne

Formworks (D)

Unit Quantity Rate hour

0 0

6

Amount 0

Type d) Formwork and staging 30 % of 0 (a+b+c)

0

Unit Quantity Rate

Amount 0

Unskilled ii) for Erecting Technician Skilled /Blacksmith Semiskilled Unskilled

Description of Work:

Spec. cl. No: 2200 Norms No. Type i) for 22.1.C.q Fabricating/ assembling

day

6

0

0

day

2

0

0

day

4

0

0

8 0 8 0 Sub total of A = Sub total of A +B + C =

0 0

day day

Sub total of B = Sub total of A + B + C + D=

0 0

Labour (A)

Material (B)

Unit Quantity Rate

Equipment (C)

Amount Type

Unit Quantity Rate

Structural Steel

tonne 1.1

Amount Type 0

Crane

hour

2

0

0 Add 3 % cost of of structural steel for Nut , bolt/ Rivet etc.

0

Skilled (Blacksmith)

day

4

0

0 Add 12% of cost of material for heavy zinc coating.

0

Semiskilled

day

6

0

Unskilled ii) for Erecting Technician Skilled /Blacksmith Semiskilled Unskilled

day

6

0

Add 5.0 per cent cost of steel for consumables ( gas electrodes 0 drill bits etc.) material for Spacers, Insulation tape and miscellaneous items 0

day

2

0

0

day

4

0

0

8 0 8 0 Sub total of A = Sub total of A +B + C =

0 0

day day

6

Amount

Type

0

Add 5.0 per cent cost of steel for cutting, drilling, grinding welding etc.

Unit Quantity Rate

0

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Amount Type

Unit Quantity Rate

Structural Steel

tonne 1.1

Amount Type 0

Unit Quantity Rate

Crane

hour

Technician

day

2

0

0 Add 3 % cost of of structural steel for Nut , bolt/ Rivet etc.

0

Skilled (Blacksmith)

day

4

0

0 Add 12% of cost of material for heavy zinc coating.

0

Semiskilled

day

6

0

Unskilled ii) for Erecting Technician Skilled /Blacksmith Semiskilled Unskilled

day

6

0

Add 5.0 per cent cost of steel for consumables ( gas electrodes 0 drill bits etc.) material for Spacers, Insulation tape and miscellaneous items 0

day

2

0

0

day

4

0

0

8 0 8 0 Sub total of A = Sub total of A +B + C =

0 0 0 0

Sub total of B = Sub total of A + B + C + D=

0 0 0

1 tonne

Formworks (D)

6

Amount 0

0

day day

Amount

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Unit Quantity Rate

1 tonne

d) Formwork and staging 35 % of 0 (a+b+c)

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., Truss, Height above 10 m Labour (A)

0

0

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Formworks (D)

Unit Quantity Rate

0

day

Description of Work:

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., Truss, Height 5 m to 10 m

Technician

Spec. cl. No: 2200 Norms No. Type i) for 22.1.C.r Fabricating/ assembling

Sub total of C = Contractor's overhead expenses 15% =

0 0

Add 5.0 per cent cost of steel for cutting, drilling, grinding welding etc.

Type

Unit Quantity Rate

d) Formwork and staging 40 % of 0 (a+b+c)

Amount 0

0

0

0 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate =

0 0

Unit Rate = Description of Work:

Providing , Fabricating , assembling and erecting Timber super structures including necessary hardware, Truss structure, Height upto 4 m Spec. cl. No: 2300 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate i) for Add 1.0 per cent cost 23.1.B.p Fabricating/asse Sal wood cum 1.1 0 of Timber for cutting, mbling 0 drilling, etc. Skilled(Carpente r) Unskilled ii) for Erecting Skilled(Carpente r) Unskilled

day

6

0

0 Add 5.0 per cent cost of timber for hardware/consumables

day

6

0

0

day

7

0

0

14 0 Sub total of A = Sub total of A +B + C =

0

day

1 cum Formworks (D)

Amount

Type 0

Unit Quantity Rate

0 0

Sub total of C = Contractor's overhead expenses 15% =

d) Formwork and staging 20% of (a+b+c)

0

Sub total of D = Norms Rate = Unit Rate =

0 0

Description of Work:

Providing , Fabricating , assembling and erecting Timber super structures including necessary hardware, Truss structure, Height upto 4 m to 6 m Spec. cl. No: 2300 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate i) for Add 1.0 per cent cost 23.1.B.q Fabricating/asse Sal wood cum 1.1 0 of Timber for cutting, mbling 0 drilling, etc. Skilled(Carpente r) Unskilled ii) for Erecting Skilled(Carpente r) Unskilled

Description of Work:

day

6

0

0 Add 5.0 per cent cost of timber for hardware/consumables

day

6

0

0

day

7

0

0

14 0 Sub total of A = Sub total of A +B + C =

0

day

Unit Quantity Rate

23.1.A

day

Unskilled

Labour (A)

0 0

Formworks (D)

Amount

Type

Unit Quantity Rate

0

Sub total of D = Norms Rate = Unit Rate =

0 0

0

0 Add 5.0 per cent cost of timber for hardware/consumables

5

0

0 Sal wood

5

0

0

5

0

0

Sub total of A = Sub total of A +B + C =

0 0

Skilled(Carpente day r) ii) for Erecting Unskilled day Skilled(Carpente day r)

cum 1.1

Amount Type Unit Quantity Rate Add 1.0 per cent cost 0 of Timber for cutting, drilling, etc. 0

0 0 0

1 cum Equipment (C)

Unit Quantity Rate

10

Amount

d) Formwork and staging 25% of 0 (a+b+c)

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Amount Type

0

1 cum

Providing , Fabricating , assembling and erecting Timber super structures including necessary hardware, Beam structure

Spec. cl. No: 2300 Norms No. Type

0 0

0

Sub total of B = Sub total of A + B + C + D=

0 0

Amount

0

Sub total of B = Sub total of A + B + C + D=

0 0

0

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0

0

i) for Fabricating/asse mbling

Description of Work:

Spec. cl. No: 2300 Norms No. Type

Sub total of B = Sub total of A + B + C + D=

0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing , Fabricating , assembling and erecting Timber super structures including necessary hardware, Beam structure, Height upto 4 m Labour (A)

Unit Quantity Rate

Material (B)

Amount Type

Amount Type

0

1 cum Equipment (C)

Unit Quantity Rate

0 0

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

i) for 23.1.A.p Fabricating/asse mbling Skilled(Carpente r) Unskilled ii) for Erecting Skilled(Carpente r) Unskilled

Sal wood

cum 1.1

day

5

0

0 Add 5.0 per cent cost of timber for hardware/consumables

day

5

0

0

day

5

0

0

10 0 Sub total of A = Sub total of A +B + C =

0

day

Add 1.0 per cent cost of Timber for cutting, 0 drilling, etc.

0

0

0

Sub total of B = Sub total of A + B + C + D=

0 0

0 d) For staging 15% of (a+b+c)

0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Description of Work:

Providing , Fabricating , assembling and erecting Timber super structures including necessary hardware, Beam structure, Height upto 4 m to 6 m Spec. cl. No: 2300 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate i) for Add 1.0 per cent cost 23.1.A.q Fabricating/asse Sal wood cum 1.1 0 of Timber for cutting, mbling 0 drilling, etc. Skilled(Carpente r) Unskilled ii) for Erecting Skilled(Carpente r) Unskilled

day

5

0

0 Add 5.0 per cent cost of timber for hardware/consumables

day

5

0

0

day

5

0

0

10 0 Sub total of A = Sub total of A +B + C =

0

day

0 0

1 cum Formworks (D)

Amount

Type

Unit Quantity Rate

0

Sub total of D = Norms Rate = Unit Rate =

0 0

Description of Work:

Description of Work:

day

5

0

0 Add 5.0 per cent cost of timber for hardware/consumables

day

5

0

0

day

5

0

0

10 0 Sub total of A = Sub total of A +B + C =

0

day

Unit Quantity Rate

23.1.B

day

Unskilled

Labour (A)

0 0

Formworks (D)

Amount

Type

Unit Quantity Rate

Skilled(Carpente day r) ii) for Erecting Unskilled day

14

0

0 Add 5.0 per cent cost of timber for hardware/consumables

7

0

0 Sal wood

6

0

0

Amount

0 d) For staging 25% of (a+b+c)

0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

cum 1.1

Amount Type Unit Quantity Rate Add 1.0 per cent cost 0 of Timber for cutting, drilling, etc. 0

0 0 0

1 cum

Material (B)

Amount Type

0

1 cum

Providing , Fabricating , assembling and erecting Timber super structures including necessary hardware, Truss structure

Spec. cl. No: 2300 Norms No. Type

0 0

0

Sub total of B = Sub total of A + B + C + D=

0 0

Amount

0 d) For staging 20% of (a+b+c)

Sub total of C = Contractor's overhead expenses 15% =

Providing , Fabricating , assembling and erecting Timber super structures including necessary hardware, Beam structure, Height above 6 m Spec. cl. No: 2300 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate i) for Add 1.0 per cent cost 23.1.A.r Fabricating/asse Sal wood cum 1.1 0 of Timber for cutting, mbling 0 drilling, etc. Skilled(Carpente r) Unskilled ii) for Erecting Skilled(Carpente r) Unskilled

0

0

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

0

Formworks (D)

Amount

Type 0

Unit Quantity Rate

Amount

Skilled(Carpente day r)

6

0

0

Sub total of A = Sub total of A +B + C =

0 0

i) for Fabricating/asse mbling Sub total of B = Sub total of A + B + C + D=

0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Description of Work:

Providing , Fabricating , assembling and erecting Timber super structures including necessary hardware, Truss structure, Height above 6 m Spec. cl. No: 2300 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate i) for Add 1.0 per cent cost 23.1.B.r Fabricating/asse Sal wood cum 1.1 0 of Timber for cutting, mbling 0 drilling, etc. Skilled(Carpente r) Unskilled ii) for Erecting Skilled(Carpente r) Unskilled

Description of Work:

Spec. cl. No: 2401 Norms No. Type 24.1.B.i Skilled Unskilled

Description of Work:

Spec. cl. No: 2401 Norms No. Type 24.1.B.ii Skilled Unskilled

day

6

0

0 Add 5.0 per cent cost of timber for hardware/consumables

day

6

0

0

day

7

0

0

14 0 Sub total of A = Sub total of A +B + C =

0

day

Labour (A)

Description of Work:

0 0

Material (B)

Amount Type 0 0 Boulder / Stone 0 0 Binding wire Selvedge Wire Mesh wire Sub total of A = 0 Sub total of A +B + C = #NAME?

Formworks (D)

Amount

Type 0

Unit Quantity Rate

0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Quantity Rate Amount Type 6.6 #NAME? #NAME? 4.12 #NAME? #NAME? 7.82 #NAME? #NAME? 82.6 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

Labour (A)

Material (B)

0 0

Amount Type 0 Boulder / Stone 0 Binding wire Selvedge Wire Mesh wire

Quantity Rate Amount Type 6.6 #NAME? #NAME? 4.38 #NAME? #NAME? 8.87 #NAME? #NAME? 85.2 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Unit Quantity Rate

Labour (A)

Material (B)

Amount Type

6 cum Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

day

4

0

0 Boulder stones

cum 0.33

#NAME?

day

1

0

0 sand 5-10 mm 10-20 mm 20-40 mm Aggregates

cum cum cum cum

#NAME? #NAME? #NAME? #NAME?

0.345 0.082 0.18 0.398

Amount Type #NAME? #NAME? #NAME? #NAME? #NAME?

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

10 cum

Equipment (C)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and laying Plum concrete ( Boulder mixed concrete) as per Drawing and Specifications, 70% M 15 concrete and 30% boulders/stones, Manual means

Unit Quantity Rate

0

Formworks (D)

Amount

Equipment (C)

Unit cum kg kg kg

0 0

6 cum

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 80 mm X 100 mm,, Box size 2 X 1 X 1 m ( 11 sqm)

Unit Quantity Rate day 3 day 8

Amount

d) Formwork and staging 30% of (a+b+c)

Equipment (C)

Unit cum kg kg kg

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2421 Norms No. Type 24.21.B. Unskilled II Skilled

1 cum

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 80 mm X 100 mm,, Box size 3 X 1 X 1 m ( 16 sqm)

Unit Quantity Rate day 3 day 8

0

0

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

Cement

tonne 0.214 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 2401 Norms No. Type 24.1.A.i Skilled Unskilled

Description of Work:

Description of Work:

Spec. cl. No: 2401 Norms No. Type 24.1.A.ii Skilled i Unskilled

Labour (A)

Material (B)

Unit Quantity Rate day 3 day 7

0 0

Amount Type 0 Boulder / Stone 0 Binding wire Selvedge Wire Mesh wire

Equipment (C)

Unit cum kg kg kg

Quantity Rate Amount Type 6.6 #NAME? #NAME? 3.62 #NAME? #NAME? 7.82 #NAME? #NAME? 70.2 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Labour (A)

Material (B)

Unit Quantity Rate day 3 day 7

Amount Type 0 0 Boulder / Stone 0 0 Binding wire Selvedge Wire Mesh wire Sub total of A = 0 Sub total of A +B + C = #NAME?

Quantity Rate Amount Type 6.6 #NAME? #NAME? 3.9 #NAME? #NAME? 8.88 #NAME? #NAME? 72.45 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Labour (A)

Material (B)

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Unit Quantity Rate

Unit Quantity Rate

Amount Type

Unit Quantity Rate

day

3

0

0 Boulder / Stone

cum 6.6

day

8

0

0 Binding wire Selvedge Wire Mesh wire

kg kg kg

#NAME?

5 #NAME? 10.8 #NAME? 79 #NAME? Sub total of B = Sub total of A + B + C + D=

Amount Type

6 cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

#NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Unit Quantity Rate

day

3

0

0 Boulder / Stone

cum 6.6

day

8

0

0 Binding wire Selvedge Wire Mesh wire

kg kg kg

Material (B)

Amount Type

6 cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

#NAME?

4.56 #NAME? 12.06 #NAME? 78.96 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Amount Type #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Unit Quantity Rate

6 cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Labour (A)

Material (B)

Amount Type 0 0 Boulder / Stone 0 0 Binding wire

Equipment (C)

Unit Quantity Rate Amount Type cum 4.95 #NAME? #NAME? kg 3.34 #NAME? #NAME?

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 3.0 X 1 X 0 .75 m ( 13.5 sqm)

Unit Quantity Rate day 2 day 6

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 1.0 X 1 X 1 m ( 6 sqm) Labour (A)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

24.1.A.iv Skilled

Description of Work:

Type

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 1.5 X 1 X 1 m ( 9 sqm )

Unit Quantity Rate

Spec. cl. No: 2401 Norms No. Type 24.1.A.v Skilled Unskilled

Amount

Equipment (C)

Unit cum kg kg kg

Spec. cl. No: 2401 Norms No. Type

Unskilled

Unit Quantity Rate

6 cum

Formworks (D)

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 2 X 1 X 1 m ( 11 sqm)

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 3 X 1 X 1 m ( 16 sqm)

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2401 Norms No. Type 24.1.A.ii Skilled Unskilled

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

4.5 cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

Selvedge Wire Mesh wire

kg kg

7.18 #NAME? 59.24 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Unit Quantity Rate

24.1.A.vi Skilled

day

3

0

0 Boulder / Stone

cum 6.6

day

8

0

0 Binding wire Selvedge Wire Mesh wire

kg kg kg

Labour (A)

Material (B)

Amount Type

Description of Work:

Description of Work:

Labour (A)

Amount Type

day

3

0

0 Boulder / Stone

cum 6.6

day

8

0

0 Binding wire Selvedge Wire Mesh wire

kg kg kg

#NAME?

5.92 #NAME? 14.4 #NAME? 87.76 #NAME? Sub total of B = Sub total of A + B + C + D=

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Amount Type #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Unit Quantity Rate

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

6 cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

day

3

0

0 Boulder / Stone

cum 6.6

day

8

0

0 Binding wire Selvedge Wire Mesh wire

kg kg kg

#NAME?

4.76 #NAME? 13.12 #NAME? 96.6 #NAME? Sub total of B = Sub total of A + B + C + D=

Amount Type #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Unit Quantity Rate

6 cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

day

3

0

0 Boulder / Stone

cum 6.6

day

9

0

0 Binding wire Selvedge Wire Mesh wire

kg kg kg

Material (B)

Amount Type

Equipment (C)

Unit Quantity Rate #NAME?

5.1 #NAME? 14.57 #NAME? 98.7 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Amount Type #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Unit Quantity Rate

6 cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Equipment (C)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 1 X 1 X 0 .5 m (4 sqm) Labour (A)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 2.0 X 1 X 0 .5 m ( 7.5 sqm m) Labour (A)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 3.0 X 1 X 0 .5 m ( 11 sqm)

Unit Quantity Rate

Description of Work:

Unit Quantity Rate

Equipment (C)

Unit Quantity Rate

24.1.A.ix Skilled

Spec. cl. No: 2401 Norms No.

#NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Material (B)

Unit Quantity Rate

Spec. cl. No: 2401 Norms No. Type

Unskilled

Amount Type

6 cum

Formworks (D)

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 1.0 X 1 X 0 .75 m ( 5 sqm m)

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

#NAME?

4.72 #NAME? 10.8 #NAME? 81.16 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2401 Norms No. Type 24.1.A.vi Skilled ii Unskilled

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2401 Norms No. Type 24.1.A.vi Skilled i Unskilled

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 2.0 X 1 X 0 .75 m ( 9. 25 sqm)

Spec. cl. No: 2401 Norms No. Type

Unskilled

#NAME? #NAME? #NAME? #NAME?

Formworks (D)

6 cum

Norms No.

Type

24.1.A.ix Skilled Unskilled

Unit Quantity Rate

Amount Type

Unit Quantity Rate

day

4

0

0 Boulder / Stone

cum 6.6

day

9

0

0 Binding wire Selvedge Wire Mesh wire

kg kg kg

6.24 #NAME? 19.08 #NAME? 105.36 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 2401 Norms No. Type 24.1.A.x Skilled Unskilled

Labour (A)

Unit Quantity Rate day 4 day 9

0 0

Amount Type 0 Boulder / Stone 0 Binding wire Selvedge Wire Mesh wire

Unit cum kg kg kg

Quantity Rate Amount Type 6.6 #NAME? #NAME? 6.24 #NAME? #NAME? 19.08 #NAME? #NAME? 105.36 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

day

4

0

0 Boulder / Stone

cum 6.93

day

10

0

0 Binding wire Selvedge Wire Mesh wire

kg kg kg

Labour (A)

Material (B)

Amount Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Unit Quantity Rate

Amount Type

6 cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

#NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Unit Quantity Rate

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

3

0

0 Boulder / Stone

cum 6.6

day

9

0

0 Binding wire Selvedge Wire Mesh wire

kg kg kg

#NAME?

5.8 22.2

#NAME? #NAME? 134 #NAME? Sub total of B = Sub total of A + B + C + D=

Amount Type

6.3 cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

#NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Unit Quantity Rate

Labour (A)

Material (B)

Amount Type

6 cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

day

3

0

0 Boulder / Stone

cum 6.6

day

9

0

0 Binding wire Selvedge Wire Mesh wire

kg kg kg

#NAME?

7.2 #NAME? 28.27 #NAME? 96.6 #NAME? Sub total of B = Sub total of A + B + C + D=

Amount Type #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 1 X 1 X 0 .3 m ( 2.2 sqm)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

day

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 2 X 1 X 0 .3 m ( 6.1 sqm)

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

#NAME?

5.53 #NAME? 21.18 #NAME? 138.25 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Type

Equipment (C)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2401 Norms No. Type 24.1.A.xi Skilled ii Unskilled

Amount

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 3 X 1 X 0 .3 m ( 9 sqm)

24.1.A.xi Skilled

Description of Work:

Unit Quantity Rate

Equipment (C)

Unit Quantity Rate

Spec. cl. No: 2401 Norms No. Type 24.1.A.xi Skilled i Unskilled

#NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Material (B)

Spec. cl. No: 2401 Norms No. Type

Unskilled

Amount Type

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 1 X 1 X 0 .5 m (4 sqm)

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

#NAME?

6 cum

Formworks (D)

Amount

Type

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 80 mm X 100 mm,, Box size 1.5 X 1 X 1 m ( 9 sqm)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

6 cum

Description of Work:

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 80 mm X 100 mm,, Box size 1.5 X 1 X 1 m ( 9 sqm)

Spec. cl. No: 2401 Norms No. Type

Unit Quantity Rate

24.1.B.iii Skilled

day

3

0

0 Boulder / Stone

cum 6.6

day

8

0

0 Binding wire Selvedge Wire Mesh wire

kg kg kg

Unskilled

Labour (A)

Material (B)

Amount Type

5.68 10.75

Unit Quantity Rate

24.1.B.iv Skilled

day

3

0

0 Boulder / Stone

cum 6.6

day

8

0

0 Binding wire Selvedge Wire Mesh wire

kg kg kg

Labour (A)

Description of Work:

Labour (A)

Amount Type #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Material (B)

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Unit Quantity Rate

Unit Quantity Rate day 3 day 8

0 0

Amount Type 0 Boulder / Stone 0 Binding wire Selvedge Wire Mesh wire

Unit cum kg kg kg

Quantity Rate Amount Type 4.95 #NAME? #NAME? 3.8 #NAME? #NAME? 7.18 #NAME? #NAME? 69.7 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

6 cum Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Unit Quantity Rate

day

3

0

0 Boulder / Stone

cum 6.6

day

8

0

0 Binding wire Selvedge Wire Mesh wire

kg kg kg

Material (B)

Amount Type

4.5 cum Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

#NAME?

5.4 #NAME? 10.79 #NAME? 95.52 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Amount Type #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Unit Quantity Rate

6 cum Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Labour (A)

Material (B)

Amount Type

Equipment (C)

Unit Quantity Rate

day

3

0

0 Boulder / Stone

cum 6.6

day

9

0

0 Binding wire Selvedge Wire Mesh wire

kg kg kg

Sub total of A = 0 Sub total of A +B + C = #NAME?

#NAME?

6.4 #NAME? 14.36 #NAME? 103.28 #NAME? Sub total of B = Sub total of A + B + C + D=

Amount Type #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 80 mm X 100 mm,, Box size 1.0 X 1 X 0 .75 m ( 5 sqm)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 80 mm X 100 mm,, Box size 2.0 X 1 X 0 .75 m ( 9.25 sqm) Labour (A)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

24.1.B.vi Skilled

Description of Work:

Formworks (D)

Amount

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 80 mm X 100 mm,, Box size 3.0 X 1 X 0 .75 m (13.5 sqm)

Unit Quantity Rate

Spec. cl. No: 2401 Norms No. Type 24.1.B.vi Skilled i Unskilled

#NAME?

5.22 #NAME? 12.07 #NAME? 92.94 #NAME? Sub total of B = Sub total of A + B + C + D=

Spec. cl. No: 2401 Norms No. Type

Unskilled

Unit Quantity Rate

Equipment (C)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

#NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Material (B)

Amount Type

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2401 Norms No. Type 24.1.B.v Skilled Unskilled

Amount Type

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 80 mm X 100 mm,, Box size 1 X 1 X 1 m (6 sqm)

Spec. cl. No: 2401 Norms No. Type

Unskilled

#NAME?

#NAME? #NAME? 93 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Equipment (C)

Unit Quantity Rate

6 cum

6 cum Formworks (D)

Amount

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Type

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME?

Unit Rate = #NAME? Description of Work:

Spec. cl. No: 2401 Norms No. Type 24.1.B.vi Skilled ii Unskilled

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 80 mm X 100 mm,, Box size 3.0 X 1 X 0 .5 m ( 11 sqm) Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

day

3

0

0 Boulder / Stone

cum 6.6

day

9

0

0 Binding wire Selvedge Wire Mesh wire

kg kg kg

Unit Quantity Rate

24.1.B.ix Skilled

day

3

0

0 Boulder / Stone

cum 6.6

day

9

0

0 Binding wire Selvedge Wire Mesh wire

kg kg kg

Labour (A)

Description of Work:

Description of Work:

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Amount Type #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Unit Quantity Rate

Labour (A)

Material (B)

Unit Quantity Rate day 3 day 10

Amount Type 0 0 Boulder / Stone 0 0 Binding wire Selvedge Wire Mesh wire Sub total of A = 0 Sub total of A +B + C = #NAME?

6 cum Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Quantity Rate Amount Type 6.6 #NAME? #NAME? 7.56 #NAME? #NAME? 19.04 #NAME? #NAME? 123.96 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

1 cum Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

day

4

0

0 Boulder / Stone

cum 6.93

day

11

0

0 Binding wire Selvedge Wire Mesh wire

kg kg kg

Material (B)

Amount Type

Equipment (C)

Unit Quantity Rate #NAME?

6.93 #NAME? 21.18 #NAME? 162.75 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Amount Type #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Unit Quantity Rate

6.3 cum Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Labour (A)

Material (B)

Amount Type

Equipment (C)

Unit Quantity Rate

Amount Type

day

4

0

0 Boulder / Stone

cum 6.6

#NAME?

day

11

0

0 Binding wire Selvedge Wire

kg kg

#NAME? #NAME? #NAME? #NAME?

7.2 22.2

#NAME?

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 80 mm X 100 mm,, Box size 2 X 1 X 0 .3 m ( 6.1 sqm)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 80 mm X 100 mm,, Box size 3 X 1 X 0 .3 m ( 9 sqm) Labour (A)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit cum kg kg kg

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 80 mm X 100 mm,, Box size 1 X 1 X 0 .5 m ( 4 sqm)

24.1.B.xi Skilled

Description of Work:

#NAME?

6.18 #NAME? 14.57 #NAME? 116.4 #NAME? Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate

Spec. cl. No: 2401 Norms No. Type 24.1.B.xi Skilled i Unskilled

Unit Quantity Rate

Equipment (C)

Unit Quantity Rate

Spec. cl. No: 2401 Norms No. Type

Unskilled

#NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Material (B)

Amount Type

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2401 Norms No. Type 24.1.B.x Skilled Unskilled

Amount Type

6 cum Formworks (D)

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 80 mm X 100 mm,, Box size 2.0 X 1 X 0 .5 m ( 7.5 sqm)

Spec. cl. No: 2401 Norms No. Type

Unskilled

#NAME?

5.44 #NAME? 13.11 #NAME? 113.6 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Equipment (C)

6 cum Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

Mesh wire

kg

157.5 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 2401 Norms No. Type 24.1.B.xi Skilled ii Unskilled

Description of Work:

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

3

0

0 Boulder / Stone

cum 6.6

day

11

0

0 Binding wire Selvedge Wire Mesh wire

kg kg kg

Labour (A)

Skilled

Description of Work:

Spec. cl. No: 2402 Norms No. Type

Description of Work:

Spec. cl. No: 2402 Norms No. Type

#NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Material (B)

Unit Quantity Rate

Amount Type Heavy zinc coated Hexagonal mesh type 100 mm x 120 mm, mesh wire 3 mm, selvage wire 3.9 mm, lacing wire 2.4 mm

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

sqm

1 #NAME?

Amount Type

Unit Quantity Rate

1 sqm Formworks (D)

Amount

Type

Unit Quantity Rate

Material (B)

Unit Quantity Rate

Amount Type Heavy zinc coated Hexagonal mesh type 100 mm x 120 mm, mesh wire 2.7 mm, selvage wire 3.4 mm, lacing wire 2.2 mm

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

1 sqm

Equipment (C)

Unit Quantity Rate sqm

1 #NAME?

Amount Type

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Labour (A)

Material (B)

day

7

Amount Type

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

0

Equipment (C)

Unit Quantity Rate

0 Angular gravel 32-63 mm

cum

2 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

6 #NAME?

Amount

#NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Filling the installed 3-D galvanized steel profile with gravel size 32-63 mm, manually, In slopes (>45 degrees slope angle)

Unit Quantity Rate

Amount

#NAME?

Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. , Hexagonal mesh type 100 mm x 120 mm, mesh wire 2.7 mm, selvage wire 3.4 mm, lacing wire 2.2 mm Labour (A)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2411 Norms No. Type 24.12.B2 Unskilled .ii

Amount Type

6 cum Formworks (D)

Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. , Hexagonal mesh type 100 mm x 120 mm, mesh wire 3 mm, selvage wire 3.9 mm, lacing wire 2.4 mm

24.2.B

Description of Work:

#NAME?

9 #NAME? 28.27 #NAME? 113.6 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Equipment (C)

day

24.2.A

Spec. cl. No: 2402 Norms No. Type

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal mesh Type 80 mm X 100 mm,, Box size 1 X 1 X 0 .3 m ( 2.2 sqm)

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2402 Norms No. Type

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Amount Type

Unit Quantity Rate

120 sqm

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

#NAME?

day

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. , Hexagonal mesh type 80 mm x 100 mm, mesh wire 3 mm, selvage wire 3.9 mm, lacing wire 2.4 mm Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

1 sqm

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. , Hexagonal mesh type 80 mm x 100 mm, mesh wire 2.7 mm, selvage wire 3.4 mm, lacing wire 2.2 mm Labour (A)

Unit Quantity Rate

Material (B)

Amount Type

1 sqm

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

Heavy zinc coated Hexagonal mesh type 80 mm x 100 mm, mesh wire 2.7 mm, selvage wire 3.4 mm, lacing wire 2.2 mm

24.2.D Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 2402 Norms No. Type

Labour (A)

Unit Quantity Rate

Labour (A)

Unit Quantity Rate

Description of Work:

Spec. cl. No: 2402 Norms No. Type 24.4 Unskilled Skilled

Description of Work:

1 #NAME?

1 sqm

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Zinc + PVC coated Hexagonal mesh type 100 mm x 120 mm, mesh wire 2.7 mm/3.7 mm, selvage wire 3.4 mm/4.4 mm, sqm lacing wire 2.2 mm/3.2 mm with Pac coating thickness nominal 0.5 mm ( minimum 0.38 mm)

Amount Type

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Material (B)

Amount Type

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

Zinc + PVC coated Hexagonal mesh type 80 mm x 100 mm, mesh wire 2.2 mm/3.2 mm, selvage wire 2.7 mm/3.7 mm, lacing wire 2.2 mm/3.2 mm with Pac coating thickness nominal 0.5 mm ( minimum 0.38 mm)

sqm

Amount Type

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Material (B)

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type

0 0

Unit Quantity Rate

Unit Quantity Rate Amount Type day 8 0 0 Boulder / Stone day 2 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

Material (B)

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

Amount

0 0 0

10 cum

Equipment (C)

Unit Quantity Rate Amount Type cum 11 #NAME? #NAME?

160 sqm

Formworks (D)

Amount

Providing and filling stone/boulder in gabion boxes/mattress etc.. Including dressing, bedding, bonding all complete as per Drawing and Technical Specifications. Labour (A)

Amount

#NAME?

Assembling mechanical woven Gabion boxes /mattresses, placing in position including stretching; forming compartments; tying the sides and diaphragms with binding wire in each mesh; tying with bracing wires and tie wires; and tying down the lid complete as per specification (stone filling not included Labour (A)

1 sqm

Formworks (D)

1 #NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate Amount Type day 10 0 0 day 2 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Amount

#NAME?

Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. , Zinc + PVC coated Hexagonal mesh type 80 mm x 100 mm, mesh wire 2.2 mm/3.2 mm, selvage wire 2.7 mm/3.7 mm, lacing wire 2.2 mm/3.2 mm with Pac coating thickness nominal 0.5 mm ( minimum 0.38 mm) Unit Quantity Rate

1 sqm

1 #NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Labour (A)

Amount

#NAME?

Equipment (C)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

sqm

Amount Type

Material (B)

Amount Type

24.2.G

Spec. cl. No: 2402 Norms No. Type 24.3 Unskilled Skilled

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2402 Norms No. Type

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. , Zinc + PVC coated Hexagonal mesh type 100 mm x 120 mm, mesh wire 2.7 mm/3.7 mm, selvage wire 3.4 mm/4.4 mm, lacing wire 2.2 mm/3.2 mm with Pac coating thickness nominal 0.5 mm ( minimum 0.38 mm)

24.2.F

Description of Work:

#NAME?

Material (B)

Amount Type Heavy zinc coated Hexagonal mesh type 60 mm x 80 mm, mesh wire 2.7 mm, selvage wire 3.4 mm, lacing wire 2.2 mm

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

1 #NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. , Hexagonal mesh type 60 mm x 80 mm, mesh wire 2.7 mm, selvage wire 3.4 mm, lacing wire 2.2 mm

24.2.E

Spec. cl. No: 2402 Norms No. Type

sqm

Formworks (D)

Amount

Type

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Laying and fixing of Geo-Textile all complete as per specification., Providing and laying of a geotextile filter between pitching and embankment slopes as per Drawing and Technical Specifications.

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

300 sqm

Description of Work:

Spec. cl. No: 2404 Norms No. Type 24.5 Unskilled Skilled

Description of Work:

Spec. cl. No: 2404 Norms No. Type 24.06 Unskilled Skilled

Description of Work:

Spec. cl. No: 2411 Norms No. Type 24.12.C1 Unskilled .i Skilled

Description of Work:

Spec. cl. No: 2404 Norms No. Type 24.7

Unskilled Skilled

Description of Work:

Spec. cl. No: 2404 Norms No. Type 24.8

Laying and fixing of Geo-Textile all complete as per specification., Providing and laying of a geotextile filter between pitching and embankment slopes as per Drawing and Technical Specifications. Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 2 0 0 Geotextile day 1 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Formworks (D)

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 2 0 0 Geotextile day 1 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

300 sqm Equipment (C)

Unit Quantity Rate Amount Type sqm 360 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Formworks (D)

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Labour (A)

Material (B)

day

1

Amount Type 0

0 Humus material

1 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

Equipment (C)

Amount Type Humus spraying #NAME? #NAME? machine

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Spraying of humus on the on the top of gravel (on the top surface of 3-D profile) using humus spraying machine, In shallow slopes (< 45 degrees slope angle) Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Laying and fixing of Geo-Textile all complete as per specification., Providing and laying and fixing of Geo-membrane all complete as per specification.

150 sqm

Formworks (D)

Unit Quantity Rate

Unit Quantity Rate

cum 8.2

hour

6

Amount 0

Type

Unit Quantity Rate

Amount

0

day

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

GEOSYNTHETIC AND REINFORCED EARTH, Sub-Surface Drain with Geotextiles, Providing and laying sub surface drain 200 mm dia using geotextiles treated with carbon black to a stable network and a planar geo-composite structure, joints wrapped with geotextile to prevent ingress of soil, including excavation and backfilling as per Drawing and Technical Specifications. Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate

Amount Type Unit Quantity Rate Amount Type Add 2 per cent cost of Material for miscellaneous items like day 10 0 0 0 synthetic cord day 2 0 0 Geotextile sqm 22 #NAME? #NAME? Geomembrane sqm 11 #NAME? #NAME? Geonets sqm 11 #NAME? #NAME? Geonets, geomembrane and geotextile to make planar geocomposite stable network for sub surface drain including wrapping of joints with 160 mm over lapping with geotextile . Sub total of A = Sub total of B = #NAME? 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

Labour (A)

Material (B)

Unit Quantity Rate day

10

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Skilled

day

2

Amount Type Add 2 per cent cost of Material for miscellaneous item like 0 synthetic cord 0 0 Geotextile filter fabric

Unit Quantity Rate

Perforated geosynthetic pipe 150 mm dia Sub total of A = 0 Sub total of A +B + C = #NAME?

Amount Type

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

0

10 meter

Formworks (D)

Amount

Narrow Filter Sub-Surface Drain, Providing and making narrow filter sub- surface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed including excavation and backfilling

Unskilled

Description of Work:

Equipment (C)

Unit Quantity Rate Amount Type sqm 360 #NAME? #NAME?

300 sqm

10 meter

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0 sqm 12.5 meter

#NAME? #NAME? 11 #NAME?

#NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Laying Paving Fabric Beneath a Pavement Overlay, Providing and laying paving fabric over a tack coat of paving grade Bitumen, laid at the rate of 1 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer as per Drawing and Technical Specifications.

2800 sqm

Spec. cl. No: 2410 Norms No. Type 24.9

Laying Paving Fabric Beneath a Pavement Overlay, Providing and laying paving fabric over a tack coat of paving grade Bitumen, laid at the rate of 1 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer as per Drawing and Technical Specifications. Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Unskilled

day

30

0

0 Paving Bitumen

Skilled

day

1

0

0 Paving Fabric

Description of Work:

Formworks (D)

Unit Quantity Rate

Amount Type Unit Quantity Rate Amount Type Bitumen pressure tonne 2.8 #NAME? hour 6 0 0 #NAME? distributor sqm 2940 #NAME? #NAME? Pneumatic roller hour 6 0 0 Road sweeper hour 6 0 0 Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2400 Norms No. Type 24.10' Unskilled skilled

Equipment (C)

Unit Quantity Rate

Material (B)

Unit Quantity Rate day 2 day 1

0 0

Equipment (C)

Amount Type 0 Stones spall for filling voids 0 Stones with minimum size of 200 mm

Unit Quantity Rate Amount Type cum 0.45 #NAME? #NAME? cum 3.45 #NAME? #NAME?

Polymer braids

meter

Connectors/ Staples Geo grids

nos. sqm

Sub total of A = 0 Sub total of A +B + C = #NAME?

20 #NAME?

50 #NAME? 21 #NAME? Sub total of B = Sub total of A + B + C + D=

#NAME? #NAME? #NAME? #NAME? #NAME?

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Unskilled

day

3

0

day

9

0

0

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Description of Work:

24.11.i.A Skilled

3 cum

Formworks (D)

Reinforced Earth Structures, Assembling, joining and laying of reinforcing elements., Providing, laying and joining reinforcing elements With reinforcing element of steel / Aluminum strips / polymeric strips. Spec. cl. No: 2405, 2406, 2407 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Add 10 per cent of the cost of reinforcing strip towards accessories like tie-strips, nuts and bolts and loops/lugs for 0 joining reinforcing elements with the facia panels, overlaps, heat bonding or extension.

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Laying Boulder Apron in Crates of Synthetic Geogrids, Providing and laying of Geogrids crated apron 1 m x 5 m, 600 mm thick with baffles at 1 meter interval, made with Geogrids as per Design, Drawing and Technical specifications. design. Labour (A)

2800 sqm

450 meter Formworks (D)

Unit Quantity Rate

Amount

0

Glass reinforced polymer/fiber reinforced polymer/polymeric meter strips or Stainless steel strips

495 #NAME?

meter

495 #NAME?

meter

495 #NAME?

meter

495 #NAME?

meter

495 #NAME?

#NAME?

#NAME?

or Aluminum Strips

#NAME?

or Copper Strips

#NAME?

or Galvanized carbon steel strips

#NAME?

Reinforcement strips 60 mm wide 5 mm thick as per specification Sub total of A = 0 Sub total of A +B + C = #NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Description of Work:

Reinforced Earth Structures, Assembling, joining and laying of reinforcing elements., Providing, laying and joining reinforcing elements with reinforcing elements of synthetic Geogrids Spec. cl. No: 2405, 2406, 2407 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount

24.11.i.B Skilled

day

4

0

Add 10 per cent of the cost of reinforcing elements (synthetic Geogrids) for accessories like tie-strips, nuts and bolts and 0 loops/lugs for joining reinforcing elements with the facia panels, overlaps and other protective elements for synthetic Geogrids.

0

300 sqm Formworks (D)

Type

Unit Quantity Rate

Amount

Unskilled

day

9

0

0 Synthetic Geogrids as per approved design and specifications. sqm

Sub total of A = 0 Sub total of A +B + C = #NAME?

330 #NAME?

#NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Description of Work:

Reinforced Earth Structures, Providing and lying facing elements of RCC Spec. cl. No: 2405, 2406, 2407 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Add 2 per cent of cost of facia panels, for all necessary 24.11.ii Skilled day 2 0 0 temporary form work, scaffolding and provision of loops/lugs 0 Crane hour 6 0 0 for lifting of panels and joining the reinforcing elements. Unskilled day 5 0 0 HYSD steel @ 5 kg / sqm tonne 0.38 #NAME? #NAME? Pre-cast RCC M-35 facing elements of size as per design and cum 13.5 #NAME? 18 cm thick for 75 sqm. #NAME? Sub total of A = Sub total of B = #NAME? Sub total of C = 0 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Description of Work:

Spec. cl. No: 2411 Norms No. Type 24.12.A Unskilled Skilled

Description of Work:

Spec. cl. No: 2411 Norms No. Type 24.12.B1 Unskilled .i

Description of Work:

Spec. cl. No: 2411 Norms No. Type 24.12.B1 Unskilled .ii Skilled

Description of Work:

Spec. cl. No: 2411

Formworks (D)

Unit Quantity Rate

Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate day 2

Amount Type Unit Quantity Rate Amount Type 0 0 Connecting elements for steel ropes for GEWI Nails * nos. 24 #NAME? #NAME? 12 mm dia. Steel rope in case of bored cement grouted GEWI day 1 0 0 kg 45.024 #NAME? nails * #NAME? Binding wire loops nos. 200 #NAME? #NAME? Clamps nos. 16 #NAME? #NAME? 12 mm bars (in case of T-nails) kg 59.808 #NAME? #NAME? 3-D galvanized steel Profile kg 138 #NAME? #NAME? Sub total of A = Sub total of B = #NAME? 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME?

Material (B)

Unit Quantity Rate day

1

Amount Type

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

0

0 Angular gravel 32-63 mm

cum 7.5

Amount Type

#NAME?

1 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

150 sqm

Formworks (D)

Unit Quantity Rate

Dredger crane, loader (0.25-0.5 m³) or hour bucket conveyer belt

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

40 sqm

Formworks (D)

Unit Quantity Rate

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and filling the installed 3-D galvanized steel profile with angular material of size 32-63 mm using equipment such as excavator, dredger crane or loader, In shallow slopes (< 45 degrees slope angle) Labour (A)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing 3-D galvanized steel panels from the palette, cutting them if necessary, joining the panels to longer rows by overlapping and binding as necessary and putting on the slope, insertion of distribution bars or steel ropes , fixing with clamps and marking holes for T-nails or static nails (bored nails)

#NAME?

Skilled

75 sqm

6

Amount 0

Type

Unit Quantity Rate

Amount

0

day

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and filling the installed 3-D galvanized steel profile with angular material of size 32-63 mm using equipment such as excavator, dredger crane or loader, In slopes (>45 degrees slope angle) Labour (A)

Material (B)

Unit Quantity Rate day

1

Amount Type 0

0 Angular gravel 32-63 mm

1 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

Equipment (C)

Unit Quantity Rate cum

6 #NAME?

Amount Type #NAME?

Formworks (D)

Unit Quantity Rate

Dredger crane,/ loader hour

120 sqm

6

Amount 0

Type

Unit Quantity Rate

Amount

0

day

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Filling the installed 3-D galvanized steel profile with gravel size 32-63 mm, manually, In shallow slopes (< 45 degrees slope angle)

150 sqm

Norms No. Type 24.12.B2 Unskilled .i Skilled

Description of Work:

Spec. cl. No: 2421 Norms No. Type 24.21.B. Unskilled I Skilled

Labour (A)

Material (B)

Unit Quantity Rate day

6

Amount Type 0

0 Angular gravel 32-63 mm

cum 7.5

2 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2411 Norms No. Type 24.12.C1 Unskilled .ii Skilled

Description of Work:

Spec. cl. No: 2411 Norms No. Type 24.12.C2 Unskilled .i Skilled

Description of Work:

Spec. cl. No: 2411 Norms No. Type 24.12.C2 Unskilled .ii Skilled

Description of Work:

Spec. cl. No: 2411 Norms No. Type

#NAME?

Amount Type

Formworks (D)

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Amount

#NAME?

day

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and laying Plum concrete ( Boulder mixed concrete) as per Drawing and Specifications, 70% M 15 concrete and 30% boulders/stones, Using Mechanical Aids Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

10 cum

Equipment (C)

Unit Quantity Rate

day

30

0

0 Boulder stones

cum 3.3

day

4

0

0 sand 5-10 mm 10-20 mm 20-40 mm Aggregates Cement

cum 3.45 cum 0.8 cum 1.8 cum

#NAME? #NAME? #NAME? #NAME? 4 #NAME?

Amount Type

Formworks (D)

Unit Quantity Rate

concrete vibrator

#NAME? #NAME? concrete mixer #NAME? #NAME? #NAME?

tonne 1.95 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Equipment (C)

Unit Quantity Rate

Amount

Type

hour

6

0

0

hour

6

0

0

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Spraying of humus on the on the top of gravel (on the top surface of 3-D profile) using humus spraying machine, In slopes (>45 degrees slope angle) Labour (A)

Material (B)

Unit Quantity Rate day

1

Amount Type 0

0 Humus material

1 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

Equipment (C)

Amount Type Humus spraying #NAME? #NAME? machine,

Amount

120 sqm

Formworks (D)

Unit Quantity Rate

Unit Quantity Rate

cum 7.2

hour

6

Amount 0

Type

Unit Quantity Rate

Amount

0

day

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Spraying of humus on the on the top of gravel (on the top surface of 3-D profile) manually, In shallow slopes (< 45 degrees slope angle) Labour (A)

Material (B)

Unit Quantity Rate day

20

Amount Type 0

Equipment (C)

Unit Quantity Rate

0 Humus material

cum 6.75

2 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

#NAME?

Amount Type

Unit Quantity Rate

150 sqm

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

#NAME?

day

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Spraying of humus on the on the top of gravel (on the top surface of 3-D profile) manually, In slopes (>45 degrees slope angle) Labour (A)

Material (B)

Unit Quantity Rate day

30

Amount Type 0

Equipment (C)

Unit Quantity Rate

0 Humus material

cum

4 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

6 #NAME?

Amount Type

Unit Quantity Rate

120 sqm

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

#NAME?

day

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving the equal angle T-section galvanized steel nails with curved head (16 mm dia steel hook) and tapered at tail (size between T-25 x 25 x 3 mm to T-40 X 40 X 5 mm, (equivalent to Indian Steel ISA 2525, 3030,3535 or 4040) by using handheld or pneumatic hammer (nail length between 0.6 m -3.5 m), first drilling a hole of diameter 28-43 mm (size of Tsection+ 3 mm) and filling with cement mortar and then driving the nails to fix the semi-flexible 3-D galvanized steel panel on the slopes or embankments, max spacing of nails is 1.5 m., Driving T-nails in soft soil using small dia. pre-bored holes without using cement mortar, For flat surface and shallow slopes < 45°

100 meter

Unit Quantity Rate

Amount

Labour (A)

Material (B)

Amount Type

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

24.12.D.i Unskilled .p

Skilled

day

day

3

3

0

0

0 35 X 35 X 4 mm

kg

0 or

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2411 Norms No. Type 24.12.D.i Unskilled .q

Skilled

24.12.E.i Unskilled

hour

12

0

0

159 #NAME? #NAME?

kg

129 #NAME? #NAME?

0

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, In slopes (>45 degrees slope angle) Labour (A)

Material (B)

Unit Quantity Rate day

day

4

4

Amount Type 0

0

0 35 X 35 X 4 mm

100 meter

Equipment (C)

Unit Quantity Rate

Amount Type Air compressor with 236 #NAME? pneumatic chisel #NAME? attachment

Unit Quantity Rate

kg

hour

12

Formworks (D)

Amount 0

0 or

kg

Type

Unit Quantity Rate

0

159 #NAME? #NAME?

kg

129 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving of 28 mm dia GEWI (Threaded) steel nails by drilling holes of 90 mm dia using cement grouting for fixing of semi-flexible 3-D steel mats upto a length of 4 to 8 m on slopes, On soft soils Labour (A)

Material (B)

Unit Quantity Rate day

4

Amount Type 0

0 Cement

Amount

0

Bore drill bits of different diameters, extension rods, cement slurry pump, special hammer head for Tnails, handheld or safety cables, stairs, temporary scaffolding and other materials such as sand and cement admixtures accessories as necessary

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2411 Norms No. Type

kg

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

30 x 30 x 3 mm or Galvanized T-steel profile 25 x 25 x 3 mm

Description of Work:

Air compressor with pneumatic chisel #NAME? attachment Bore drill bits of different diameters, extension rods, cement slurry pump, special hammer head for Tnails, handheld or safety cables, stairs, temporary scaffolding and other materials such as sand and cement admixtures accessories as necessary

30 x 30 x 3 mm or Galvanized T-steel profile 25 x 25 x 3 mm Taking output = 100 meter

Description of Work:

236 #NAME?

Equipment (C)

Unit Quantity Rate kg

Amount Type

OR excavator mounted Boring 800 #NAME? Lafitte (horizontal #NAME? drilling machine)

Unit Quantity Rate hour

12

100 meter

Formworks (D)

Amount 0

Type 0

Unit Quantity Rate

Amount

Skilled

day

4

0

0 28 mm dia GEWI-steel bar

kg

483 #NAME?

Air compressor with pneumatic chisel #NAME? attachment

hour

12

0

0

Bore drill bits of different diameters, extension rods, cement slurry pump, special hammer head for Tnails, handheld or safety cables, stairs, temporary scaffolding and other materials such as sand and cement admixtures accessories as necessary Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 2411 Norms No. Type 24.12.E.i Unskilled i

Skilled

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

0

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving of 28 mm dia GEWI (Threaded) steel nails by drilling holes of 90 mm dia using cement grouting for fixing of semi-flexible 3-D steel mats upto a length of 4 to 8 m on slopes, On rocky soils (4-8 m) Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Equipment (C)

Unit Quantity Rate

Amount Type

day

5

0

0 Cement

kg

OR excavator mounted Boring Lafitte 600 #NAME? hour (horizontal drilling #NAME? machine)

day

5

0

0 28 mm dia GEWI-steel bar

kg

483 #NAME?

Air compressor with pneumatic chisel #NAME? attachment

hour

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2411 Norms No. Type 24.12.F.i Unskilled

Skilled

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Amount

Type

12

0

0

12

0

0

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Unit Quantity Rate

Amount Type

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

Amount Type

day

6

0

0 Cement

kg

day

6

0

0 28 mm dia GEWI-steel bar

kg

483 #NAME?

hour

100 meter

Formworks (D)

Unit Quantity Rate

OR excavator mounted Boring Lafitte 800 #NAME? hour (horizontal drilling #NAME? machine) Air compressor with pneumatic chisel #NAME? attachment

Amount

0

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving of 28 mm dia GEWI (Threaded) steel nails by drilling holes of 90 mm dia using cement grouting for fixing of semi-flexible 3-D steel mats upto a length >8 m on slopes, On soft soils Labour (A)

100 meter

Formworks (D)

Unit Quantity Rate

Bore drill bits of different diameters, extension rods, cement slurry pump, special hammer head for Tnails, handheld or safety cables, stairs, temporary scaffolding and other materials such as sand and cement admixtures accessories as necessary

Description of Work:

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Amount

Type

18

0

0

18

0

0

Unit Quantity Rate

Amount

Bore drill bits of different diameters, extension rods, cement slurry pump, special hammer head for Tnails, handheld or safety cables, stairs, temporary scaffolding and other materials such as sand and cement admixtures accessories as necessary Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 2411 Norms No. Type 24.12.F.i Unskilled i Skilled

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

0

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving of 28 mm dia GEWI (Threaded) steel nails by drilling holes of 90 mm dia using cement grouting for fixing of semi-flexible 3-D steel mats upto a length >8 m on slopes, On rocky soils Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Equipment (C)

Unit Quantity Rate

day

8

0

0 Cement

kg

day

8

0

0 28 mm dia GEWI-steel bar

kg

Amount Type

excavator mounted Boring Lafitte 600 #NAME? (horizontal drilling #NAME? machine) 483 #NAME? #NAME? OR Air compressor with pneumatic chisel attachment

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Description of Work:

Spec. cl. No: 2416 Norms No. Type

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Amount

Type

hour

24

0

0

hour

24

0

0

Unit Quantity Rate

Material (B)

Unit Quantity Rate Amount Type day 3 0 0 Stone Spalls day 1 0 0 Stone Sub total of A = 0 Sub total of A +B + C = #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate Amount Type cum 0.2 #NAME? #NAME? cum 1 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

1 cum Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Labour (A)

Material (B)

Amount Type

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and laying boulders apron on river bed for protection against scour with Boulder / Stones weighing not less than 40 kg each complete as per drawing and Technical specification., Mechanical means

Unit Quantity Rate

Amount

0

Providing and laying boulders apron on river bed for protection against scour with Boulder / Stones weighing not less than 40 kg each complete as per drawing and Technical specification., Manual Means Labour (A)

100 meter

Formworks (D)

Unit Quantity Rate

Bore drill bits of different diameters, extension rods, cement slurry pump, special hammer head for Tnails, handheld or safety cables, stairs, temporary scaffolding and other materials such as sand and cement admixtures accessories as necessary

Spec. cl. No: 2416 Norms No. Type 24.13.A Unskilled Skilled

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

100 cum Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

24.13.B Unskilled Skilled

Description of Work:

Spec. cl. No: 2416 Norms No. Type 24.13.C Unskilled Skilled

Description of Work:

Spec. cl. No: 2416 Norms No. Type 24.14.A Unskilled Skilled

Description of Work:

Spec. cl. No: 2416 Norms No. Type 24.14.B Unskilled Skilled

Description of Work:

Spec. cl. No: 2416 Norms No. Type 24.15.A Unskilled Skilled

Description of Work:

Spec. cl. No: 2416 Norms No. Type 24.15.B Unskilled Skilled

Description of Work:

Spec. cl. No: 2414 Norms No. Type 24.16 Unskilled

day day

4 0 0 Stone spalls of minimum 25 mm size 2 0 0 Stone weighing not less than 40 kg Sub total of A = 0 Sub total of A +B + C = #NAME?

cum cum

20 #NAME? 100 #NAME? Sub total of B = Sub total of A + B + C + D=

6 0 #NAME? Hydraulic excavator hour #NAME? Sub total of C = #NAME? Contractor's overhead expenses 15% = #NAME?

0 Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

0 #NAME?

Providing and laying boulders apron on river bed for protection against scour with Boulder / Stones weighing not less than 40 kg each complete as per drawing and Technical specification., Mechanical means for Bigger boulder Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 6 0 0 Stone spalls day 2 0 0 Stone weighing not less than 200 kg Sub total of A = 0 Sub total of A +B + C = #NAME?

Equipment (C)

100 cum

Formworks (D)

Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type cum 20 #NAME? #NAME? Crane 15 t capacity hour 12 0 0 cum 100 #NAME? #NAME? Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Unit Quantity Rate

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and laying of apron with cement concrete blocks of size 0.5 x 0.5 x 0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum ., Manual means Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 3 0 0 Concrete Grade M 15 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

Equipment (C)

Unit Quantity Rate Amount Type cum 1.1 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

1 cum

Formworks (D)

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Unit Quantity Rate Amount Type day 4 0 0 Concrete Grade M 15 day 2 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate cum 110

0

Sub total of B = Sub total of A + B + C + D=

Amount Type 0 Hydraulic excavator 0 0

Unit Quantity Rate hour 6

100 cum

Formworks (D)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications, Stone/Boulder Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 3 0 0 Stone spalls ( minimum 25 mm size) day 1 0 0 Stone weighing > 40 kg Sub total of A = 0 Sub total of A +B + C = #NAME?

Equipment (C)

Unit Quantity Rate Amount Type cum 0.2 #NAME? #NAME? cum 1 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

Material (B)

Unit Quantity Rate Amount Type day 3 0 0 Concrete Grade M 15 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

Labour (A)

Material (B)

Amount Type 0 0 Graded stone aggregate of required size

Amount

1 cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

1 cum Equipment (C)

Unit Quantity Rate Amount Type cum 1.2 #NAME? #NAME?

0

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Unit Quantity Rate day 3

0 0

Formworks (D)

Amount

Equipment (C)

Unit Quantity Rate Amount Type cum 1.1 #NAME? #NAME?

Amount

1 cum

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications, Cement Concrete Blocks of size 0.3 x 0.3 x 0.3 m cast in cement concrete of Grade M 15, Manual Means Labour (A)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and laying of apron with cement concrete blocks of size 0.5 x 0.5 x 0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum ., Mechanical means Labour (A)

Amount

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

Skilled

Description of Work:

Spec. cl. No: 2416 Norms No. Type 24.17 Unskilled Skilled

day

1 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Description of Work:

Skilled

Labour (A)

Material (B)

Unit Quantity Rate day 3 day 1

0 0

Amount Type 0 Sand 0 Cement Stone

Description of Work:

24.18.B Unskilled Skilled

Quantity Rate Amount Type 0.42 #NAME? #NAME? 0.194 #NAME? #NAME? 1.1 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Description of Work:

24.19

1 cum Formworks (D)

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate day 15

Amount Type 0 0 Grouting material

Unit Quantity Rate

day

0

meter

2

0 Dowel Bar 20 mm dia or as specified Grouting Materials

11 #NAME?

Amount Type 0

Formworks (D)

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Amount Type

Equipment (C)

Unit Quantity Rate

day

8

0

0 Grouting material

day

1

0

0 Dowel Bar 20 mm dia or as specified Grouting Materials

meter

44 #NAME?

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and laying 20 mm dia tor steel dowel bar including drilling 35 mm dia bore hole in rock necessary bending, hooking tying reinforcement in position and grouting etc. complete as per Drawing and Technical specifications., Using Mechanical Aid Unit Quantity Rate

10 meter

#NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Labour (A)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and laying 20 mm dia tor steel dowel bar including drilling 35 mm dia bore hole in rock necessary bending, hooking tying reinforcement in position and grouting etc. complete as per Drawing and Technical specifications., Without using Mechanical aid

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2413 Norms No. Type

Equipment (C)

Unit cum cum cum

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2413 Norms No. Type

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and laying Grouted Stone Pitching in protection work, with stone size not less than 0.01 cum and cement: sand mortar (1:3) all complete as per Drawing and Technical Specifications.

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2413 Norms No. Type 24.18.A Unskilled

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

40 meter

Formworks (D)

Amount Type Unit Quantity Rate Air Compressor with 0 jack hammer/ Portable hour 6 rock driller

Amount 0

Type

Unit Quantity Rate

Amount

0

#NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and fixing of 25 mm – dia steel rock bolts with mechanical/ wedge type anchorage including drilling 35 mm dia hole providing 150 mm long 20 mm thick steel tapered wedge 10 mm thick 200 mm X 200 mm plate washer and nuts, tighten 10 meter bolt by torque wrench all complete Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Equipment (C)

Unit Quantity Rate

Unskilled

day

20

0

0 Admixture ( @ 5 % of cement)

kg

Skilled

day

2

0

0 cement

kg

Sub total of A =

0

Amount Type

Formworks (D)

Unit Quantity Rate

5% of #NAME? Pull out test of Anchor Labo 5_a ur cost #NAME?

0.5

10 #NAME?

Grout Injection #NAME? Equipment

hour

Jack Hammer #NAME? including Casing pipe hour #NAME? and accessories #NAME? #NAME? Air Compressor hour 10 #NAME? #NAME? 1 #NAME? #NAME?

Anchor plate with hexagonal nut

nos. 0.7

Hexagonal Anchor Coupling Rock Dowel rod ( 25 mm) Drill bit

nos. 3.3 m nos.

Drilling platform

20 % of 20_a Labo ur

Amount

Type

Unit Quantity Rate

Amount

0 #VALUE!

6

0

0

6

0

0

6

0

0

#NAME? #VALUE!

Sub total of B = #NAME?

Sub total of C = #VALUE!

Sub total of D =

0

Sub total of A +B + C = #NAME?

Description of Work:

Unit Quantity Rate

24.20.A Unskilled

day

10

0

0 HDPE pipes 250 mm

day day

3 2

0 0

0 0

Labour (A)

Amount Type

Unit Quantity Rate

24.20.B Unskilled

day

10

0

0 HDPE pipe

day day

3 2

0 0

0 0

Unit Quantity Rate meter

Description of Work:

Description of Work:

Labour (A)

#NAME?

Unit Quantity Rate

Electric hand driller

hour

12

Amount 0

Type

Unit Quantity Rate

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

1 meter Equipment (C)

Unit Quantity Rate meter

110 #NAME?

Amount Type #NAME?

Formworks (D)

Unit Quantity Rate

Electric hand driller

hour

12

Amount 0

Type

Unit Quantity Rate

Electric heating Plate hour screw jack hour Generator hour

18 0 0 18 0 0 24 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Material (B)

Unit Quantity Rate

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Amount Type

10 cum

Equipment (C)

Unit Quantity Rate

day

30

0

0 Boulder stones

cum 4.4

day

3

0

0 sand 5-10 mm 10-20 mm 20-40 mm Aggregates Cement

cum cum 0.72 cum 1.56 cum 3.45

#NAME? 3 #NAME? #NAME? #NAME? #NAME?

Amount Type

Unit Quantity Rate

concrete vibrator

#NAME? #NAME? concrete mixer #NAME? #NAME? #NAME?

#NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Formworks (D)

Amount

Type

hour

6

0

0

hour

6

0

0

Unit Quantity Rate

Labour (A)

Material (B)

Amount Type

Amount

tonne 1.7

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and laying Plum concrete ( Boulder mixed concrete) as per Drawing and Specifications, 60% M 15 concrete and 40% boulders/stones, Manual means

Unit Quantity Rate

Amount

0

Providing and laying Plum concrete ( Boulder mixed concrete) as per Drawing and Specifications, 60% M 15 concrete and 40% boulders/stones, using Mechanical Aids Labour (A)

Amount

0

18 0 0 18 0 0 24 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Amount Type

1 cum

Equipment (C)

Unit Quantity Rate

day

4

0

0 Boulder stones

cum 0.44

#NAME?

day

1

0

0 sand 5-10 mm 10-20 mm 20-40 mm Aggregates Cement

cum cum cum cum

#NAME? #NAME? #NAME? #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Amount Type

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2421 Norms No. Type 24.21.A. Unskilled I Skilled

110 #NAME?

Formworks (D)

Electric heating Plate hour screw jack hour Generator hour

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2421 Norms No. Type 24.21.A. Unskilled I Skilled

Equipment (C)

Providing and laying HDPE pipes with perforations including joining, series II, HDPE pipe 160 mm dia

Spec. cl. No: 2414 Norms No. Type

Skilled Semi Skilled

Norms Rate = #NAME? Unit Rate = #NAME?

100 meter

Material (B)

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Contractor's overhead expenses 15% = #NAME?

Providing and laying HDPE pipes with perforations including joining, series II, HDPE pipe 250 mm dia

Spec. cl. No: 2414 Norms No. Type

Skilled Semi Skilled

Sub total of A + B + C + D= #NAME?

0.299 0.299 0.072 0.156

Amount Type

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

#NAME? #NAME? #NAME? #NAME? #NAME?

tonne 0.185 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Sub-Surface Drains with Perforated Pipe, Providing and laying subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending 10 meter upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe,. as per Drawing and Specifications.

Description of Work:

Spec. cl. No: 2414 Norms No. Type 24.22 Unskilled Skilled

Sub-Surface Drains with Perforated Pipe, Providing and laying subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending 10 meter upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe,. as per Drawing and Specifications. Labour (A)

Material (B)

Amount Type 0 0 Crushed stone as per specification

Unit Quantity Rate Amount Type cum 2.4 #NAME? #NAME?

day

0

meter

1

0 Perforated pipe of cement concrete, internal dia 100 mm

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 2414 Norms No. Type 24.23 Unskilled Skilled

Description of Work:

Spec. cl. No: 2414 Norms No. Type 24.24

Description of Work:

Description of Work:

Labour (A)

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Labour (A)

Equipment (C)

Unit Quantity Rate Amount Type cum 1.35 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

10 meter Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Unit Quantity Rate

Amount Type Reinforcement work @ 3 % of concrete volume RCC work M-20 Earthwork in soil

Equipment (C)

Unit Quantity Rate Amount Type kg 117 #NAME? #NAME? cum 0.495 0 0 cum 1.5 #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

Labour (A)

Material (B)

Amount Type 0 0 Cost of water 0 0 Sand Cement Bricks Ist class Sub total of A = 0 Sub total of A +B + C = 0

1 meter Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Quantity Rate Amount 0.10 0 1.12 0 0.80 0 2800.00 0 Sub total of B = Sub total of A + B + C + D=

Type 0 0 0 0 0 0

Unit Quantity Rate

5 cum Formworks (D)

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and laying Brick Masonry Work in Cement mortar in Foundation / structure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications., Cement sand mortar (1:2), Using Concrete Mixer

day

9.00

0

0 Cost of water

day

6.00

0

0 Sand Cement Bricks Ist class

Labour (A)

Material (B)

Amount Type

Sub total of A = Sub total of A +B + C =

Equipment (C)

Unit Quantity Rate KL

0.10

Amount Type 0

cum 1.12 0 tonne 0.80 0 nos 2800.00 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0 0

Unit Quantity Rate

Labour (A)

Material (B)

Amount Type

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Amount Type

Unit Quantity Rate

0 0 0

5 cum

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Amount

Formworks (D)

Providing and laying Brick Masonry Work in Cement mortar in Foundation / structure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications., Cement sand mortar (1:3)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit KL cum tonne nos

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and laying Brick Masonry Work in Cement mortar in Foundation / structure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications., Cement sand mortar (1:2)

Unit Quantity Rate day 12.00 day 6.00

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Underground Drain at Edge of Pavement, Providing and laying an underground drain 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered with RCC slab 10 cm in thickness on urban roads.

Unit Quantity Rate

Description of Work:

Formworks (D)

Amount

#NAME?

Material (B)

Unit Quantity Rate Amount Type day 3 0 0 Crushed stone day 1 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

25.1.A_a Unskilled

Spec. cl. No: 2500 Norms No. Type

Unit Quantity Rate

Aggregate Sub-Surface Drains, Providing and laying aggregate sub surface drain 300 mm x 450 mm with aggregates conforming to table 300-4, excavated material to be utilized in roadway.

Spec. cl. No: 2500 Norms No. Type

Skilled

11 #NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2500 Norms No. Type 25.1.A Unskilled Skilled

Equipment (C)

Unit Quantity Rate day 3

Amount

0 0 0

5 cum Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

25.1.B

Unskilled Skilled

day day

12.00 6.00

0 0

Sub total of A = Sub total of A +B + C =

Description of Work:

0 Cost of water 0 Sand Cement Bricks Ist class

25.1.B_a Unskilled

day

9.00

0

0 Cost of water

day

6.00

0

0 Sand Cement Bricks Ist class

Labour (A)

Description of Work:

Labour (A)

0 0 0 0 0 0

Concrete Mixer

hr

0.75

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit KL cum tonne nos

Quantity Rate Amount 0.10 0 1.35 0 0.48 0 2800.00 0 Sub total of B = Sub total of A + B + C + D=

Type 0 0 0 0 0 0

0

0 Cost of water

day

6.00

0

0 Sand Cement Bricks Ist class

Labour (A)

Amount Type

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Sub total of A = Sub total of A +B + C =

Equipment (C)

Unit Quantity Rate KL

0.10

Amount Type 0

cum 1.35 0 tonne 0.48 0 nos 2800.00 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0 0

hr

0.75

Labour (A)

Material (B)

Amount Type 0 0 Cost of water 0 0 Sand Cement Bricks Ist class Sub total of A = 0 Sub total of A +B + C = 0

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit KL cum tonne nos

Quantity Rate Amount 0.10 0 1.45 0 0.35 0 2800.00 0 Sub total of B = Sub total of A + B + C + D=

Type 0 0 0 0 0 0

Material (B)

Unit Quantity Rate

Sub total of C = Contractor's overhead expenses 15% =

Equipment (C)

0 0 0

Amount

0 0 0

5 cum Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and laying Brick Masonry Work in Cement mortar in Foundation / structure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications., Cement sand mortar (1:6), Using Concrete Mixer Labour (A)

Amount

5 cum

Providing and laying Brick Masonry Work in Cement mortar in Foundation / structure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications., Cement sand mortar (1:6)

Unit Quantity Rate day 12.00 day 6.00

0

Formworks (D)

Unit Quantity Rate

Concrete Mixer

0 0

Formworks (D)

Unit Quantity Rate

Material (B)

Amount

5 cum

Providing and laying Brick Masonry Work in Cement mortar in Foundation / structure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications., Cement sand mortar (1:4), Using Concrete Mixer

9.00

Description of Work:

0

0

Formworks (D)

Unit Quantity Rate

Material (B)

Amount Type 0 0 Cost of water 0 0 Sand Cement Bricks Ist class Sub total of A = 0 Sub total of A +B + C = 0

day

Spec. cl. No: 2500 Norms No.

0.10

cum 1.26 0 tonne 0.61 0 nos 2800.00 0 Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate day 12.00 day 6.00

Unit Quantity Rate

Description of Work:

KL

Amount Type

0 0

5 cum

Providing and laying Brick Masonry Work in Cement mortar in Foundation / structure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications., Cement sand mortar (1:4)

25.1.C_a Unskilled

Spec. cl. No: 2500 Norms No. Type 25.1.D Unskilled Skilled

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

0 0

Spec. cl. No: 2500 Norms No. Type

Skilled

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Amount Type

Sub total of A = Sub total of A +B + C =

Description of Work:

0 0 0 0 0 0

Providing and laying Brick Masonry Work in Cement mortar in Foundation / structure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications., Cement sand mortar (1:3), Using Concrete Mixer

Unit Quantity Rate

Spec. cl. No: 2500 Norms No. Type 25.1.C Unskilled Skilled

0.10 0 1.26 0 0.61 0 2800.00 0 Sub total of B = Sub total of A + B + C + D=

0 0

Spec. cl. No: 2500 Norms No. Type

Skilled

KL cum tonne nos

Formworks (D)

Amount

0 0 0

5 cum

Norms No.

Type

25.1.D_a Unskilled Skilled

Unit Quantity Rate

Amount Type

day

9.00

0

0 Cost of water

day

6.00

0

0 Sand Cement Bricks Ist class

Sub total of A = Sub total of A +B + C =

Description of Work:

Unit Quantity Rate

25.2.A

day

Skilled

Description of Work:

Spec. cl. No: 2500 Norms No. Type 25.2.A_a Unskilled Skilled

Description of Work:

Spec. cl. No: 2500 Norms No. Type

Amount Type 0

0 0 0 0 0 0

Unit Quantity Rate

Concrete Mixer

hr

0.75

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Amount Type Add 5 per cent of cost of Labour and material for 0 scaffolding day 6.00 0 0 Cost of water Sand Cement Bricks Ist class Sub total of A = 0 Sub total of A +B + C = 0 12.00

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Amount Type

0

Labour (A)

Amount Type Add 5 per cent of cost of Labour and material for day 9.00 0 0 scaffolding day 6.00 0 0 Cost of water Sand Cement Bricks Ist class Sub total of A = 0 Sub total of A +B + C = 0

Unit Quantity Rate

KL cum tonne nos

0.10 0 1.26 0 0.61 0 2800.00 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0 0

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type

Amount Type Add 5 per cent of cost of Labour and material for scaffolding Cost of water Sand Cement Bricks Ist class Unskilled Skilled 0 0

0 Concrete Mixer KL cum tonne nos

0.10 0 1.26 0 0.61 0 2800.00 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0 0

hr

0.75

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

25.2.B_a Unskilled

day

11.00

day

7.00

Labour (A)

0

Amount

0 0 0

5 cum Formworks (D)

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Amount

0 KL cum tonne nos day day

0.10 0 0 1.26 0 0 0.61 0 0 2800.00 0 0 14.00 #NAME? #NAME? 7.00 #NAME? #NAME? Sub total of B = 0 Sub total of A + B + C + D= 0

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Amount Type Add 5 per cent of cost of Labour and material for 0 0 scaffolding 0 0 Cost of water Sand

0 0

5 cum

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and laying Brick masonry work in superstructure/ sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications, Cement Mortar 1:3 (1 cement : 3 sand), Using Concrete Mixer

Spec. cl. No: 2500 Norms No. Type

Amount

Formworks (D)

Unit Quantity Rate

Material (B)

Unit Quantity Rate

0

5 cum

Providing and laying Brick masonry work in superstructure/ sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications, Cement Mortar 1:3 (1 cement : 3 sand) Labour (A)

0 0

0

Material (B)

Unit Quantity Rate

Amount

Formworks (D)

Providing and laying Brick masonry work in superstructure/ sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications, Cement Mortar 1:2 (1 cement : 2 sand), Using Concrete Mixer

Sub total of A = Sub total of A +B + C =

Skilled

0.10

cum 1.45 0 tonne 0.35 0 nos 2800.00 0 Sub total of B = Sub total of A + B + C + D=

0 0

Labour (A)

25.2.B

Description of Work:

KL

Providing and laying Brick masonry work in superstructure/ sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications, Cement Mortar 1:2 (1 cement : 2 sand)

Spec. cl. No: 2500 Norms No. Type Unskilled

Unit Quantity Rate

Equipment (C)

Unit Quantity Rate

Amount Type 0 Concrete Mixer

KL 0.10 cum 1.26

0 0

0 0

0.75

0

5 cum

Formworks (D)

Unit Quantity Rate hr

0 0

Amount 0

Type 0

Unit Quantity Rate

Amount

Cement Bricks Ist class Sub total of A = Sub total of A +B + C =

Description of Work:

Unit Quantity Rate

25.2.C

day

Skilled

Description of Work:

Spec. cl. No: 2500 Norms No. Type 25.2.C_a Unskilled Skilled

Description of Work:

Labour (A)

Labour (A)

25.2.D_a Unskilled Skilled

Unit Quantity Rate

Amount Type

Unit Quantity Rate

KL cum tonne nos

0.10 0 1.35 0 0.48 0 2800.00 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0 0

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

5 cum

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type 0 Concrete Mixer

KL cum tonne nos

0.10 0 1.35 0 0.48 0 2800.00 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0 0

hr

0.75

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

0

Amount Type

Labour (A)

0

Amount

0 0 0

5 cum Formworks (D)

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Amount

0 KL cum tonne nos

0.10 0 1.45 0 0.35 0 2800.00 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0 0

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Amount Type Add 5 per cent of cost of Labour and material for day 14.00 0 0 scaffolding day 7.00 0 0 Cost of water Sand Cement Bricks Ist class Sub total of A = 0 Sub total of A +B + C = 0

0 0

5 cum

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and laying Brick masonry work in superstructure/ sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications, Cement Mortar 1:6 (1 cement : 6 sand), Using Concrete Mixer

Unit Quantity Rate

Amount

Formworks (D)

Unit Quantity Rate

Material (B)

Amount Type Add 5 per cent of cost of Labour and material for 0 scaffolding day 7.00 0 0 Cost of water Sand Cement Bricks Ist class Sub total of A = 0 Sub total of A +B + C = 0 14.00

0

Formworks (D)

Providing and laying Brick masonry work in superstructure/ sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications, Cement Mortar 1:6 (1 cement : 6 sand) Labour (A)

0 0

0

Material (B)

Amount Type Add 5 per cent of cost of Labour and material for day 11.00 0 0 scaffolding day 7.00 0 0 Cost of water Sand Cement Bricks Ist class Sub total of A = 0 Sub total of A +B + C = 0

day

Description of Work:

Equipment (C)

0

Unit Quantity Rate

Unit Quantity Rate

Spec. cl. No: 2500 Norms No. Type

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and laying Brick masonry work in superstructure/ sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications, Cement Mortar 1:4 (1 cement : 4 sand), Using Concrete Mixer

25.2.D

Skilled

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Amount Type Add 5 per cent of cost of Labour and material for 0 scaffolding day 7.00 0 0 Cost of water Sand Cement Bricks Ist class Sub total of A = 0 Sub total of A +B + C = 0 14.00

Spec. cl. No: 2500 Norms No. Type Unskilled

0 0

0 0 0 0

Providing and laying Brick masonry work in superstructure/ sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications, Cement Mortar 1:4 (1 cement : 4 sand)

Spec. cl. No: 2500 Norms No. Type Unskilled

tonne 0.61 0 nos 2800.00 0 Sub total of B = Sub total of A + B + C + D=

Equipment (C)

Unit Quantity Rate

Amount Type

KL cum tonne nos

0.10 0 1.45 0 0.35 0 2800.00 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0 0

hr

0.75

0

5 cum

Formworks (D)

Unit Quantity Rate

0 Concrete Mixer

0 0

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

Description of Work:

Spec. cl. No: 2500 Norms No. Type 25.3 Unskilled Skilled

Providing, and applying Pointing with cement mortar (1:3 ) on brick work in structure as per Technical Specifications . Labour (A)

Unit Quantity Rate day 12.00 day 10.00

0 0

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2500 Norms No. Type 25.4.A Unskilled Skilled

Description of Work:

Amount Type 0 Cost of water 0 Sand Cement

Labour (A)

Amount Type 0 0 Cost of water 0 0 Sand Cement Sub total of A = 0 Sub total of A +B + C = 0

10.00

0

0 Cost of water

day

10.00

0

0 Sand Cement

Labour (A)

Quantity Rate Amount 0.30 0 1.38 0 0.96 0 Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Type 0 0 0 0 0

KL

0.30

Amount

Sub total of C = Contractor's overhead expenses 15% =

0 0 0 0 0

cum 1.38 0 tonne 0.96 0 Sub total of B = Sub total of A + B + C + D=

hr

0.75

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Labour (A)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Amount Type 0 0 Cost of water 0 0 Sand Cement Sub total of A = 0 Sub total of A +B + C = 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Quantity Rate Amount 0.20 0 1.50 0 0.72 0 Sub total of B = Sub total of A + B + C + D=

Type 0 0 0 0 0

Amount

Sub total of C = Contractor's overhead expenses 15% =

25.4.B_a Unskilled

day

10.00

0

0 Cost of water

day

10.00

0

0 Sand Cement

Material (B)

Amount Type

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Sub total of A = Sub total of A +B + C =

KL

0.20

Amount Type 0

cum 1.50 0 tonne 0.72 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0

hr

0.75

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Providing and applying 12.5 mm thick Plaster with cement mortar on brick work structure as per Technical Specifications , Cement Mortar 1:4 (1 cement : 4 sand) Labour (A)

Unit Quantity Rate

Material (B)

Amount Type

Amount Type

Unit Quantity Rate

0

Amount

0 0 0

Amount

0 0 0

10 sqm

Equipment (C)

Unit Quantity Rate

0 0

Formworks (D)

Unit Quantity Rate

Concrete Mixer

Amount

10 sqm

Equipment (C)

Unit Quantity Rate

0

Formworks (D)

Unit Quantity Rate

Providing and applying 12.5 mm thick Plaster with cement mortar on brick work structure as per Technical Specifications , Cement Mortar 1:3 (1 cement : 3 sand), Using Concrete Mixer Labour (A)

0 0

10 sqm

Equipment (C)

Unit KL cum tonne

Amount

10 sqm

Providing and applying 12.5 mm thick Plaster with cement mortar on brick work structure as per Technical Specifications , Cement Mortar 1:3 (1 cement : 3 sand)

Unit Quantity Rate day 12.00 day 10.00

0

Formworks (D)

Unit Quantity Rate

Concrete Mixer

0 0

Formworks (D)

Unit Quantity Rate

Amount Type 0

Amount

10 sqm

Equipment (C)

Unit Quantity Rate

0 0

Unit Quantity Rate

Description of Work:

Type

Equipment (C)

Unit KL cum tonne

Amount Type

Spec. cl. No: 2500 Norms No. Type

Spec. cl. No: 2500 Norms No. Type

Amount

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Sub total of A = Sub total of A +B + C =

Skilled

Unit Quantity Rate

Providing and applying 12.5 mm thick Plaster with cement mortar on brick work structure as per Technical Specifications , Cement Mortar 1:2 (1 cement : 2 sand), Using Concrete Mixer

day

Description of Work:

Type 0 0 0 0 0

Material (B)

Unit Quantity Rate day 12.00 day 10.00

Unit Quantity Rate

Description of Work:

Quantity Rate Amount 1.00 0 0.32 0 0.15 0 Sub total of B = Sub total of A + B + C + D=

Formworks (D)

Providing and applying 12.5 mm thick Plaster with cement mortar on brick work structure as per Technical Specifications , Cement Mortar 1:2 (1 cement : 2 sand)

25.4.A_a Unskilled

Spec. cl. No: 2500 Norms No. Type 25.4.B Unskilled Skilled

Equipment (C)

Unit KL cum tonne

0 0

Spec. cl. No: 2500 Norms No. Type

Skilled

100 sqm

Material (B)

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

25.4.C

Unskilled Skilled

day day

12.00 10.00

0 0

Sub total of A = Sub total of A +B + C =

Description of Work:

0 Cost of water 0 Sand Cement 0 0

Unit Quantity Rate

25.4.C_a Unskilled

day

10.00

0

0 Cost of water

day

10.00

0

0 Sand Cement

Labour (A)

Description of Work:

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Amount Type

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2500 Norms No. Type 25.5 Unskilled Skilled

0 0 0 0 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and applying 12.5 mm thick Plaster with cement mortar on brick work structure as per Technical Specifications , Cement Mortar 1:4 (1 cement : 4 sand), Using Concrete Mixer

Spec. cl. No: 2500 Norms No. Type

Skilled

KL 0.17 0 cum 1.60 0 tonne 0.58 0 Sub total of B = Sub total of A + B + C + D=

KL

0.17

Amount Type 0

cum 1.60 0 tonne 0.58 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0

Formworks (D)

Unit Quantity Rate

Concrete Mixer

hr

0.75

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Providing and laying weep holes in Brick works / Masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia HDPE pipe as per Drawing and Technical Specifications. Labour (A)

Unit Quantity Rate day 1.00 day 1.00

Material (B)

Amount Type 0 0 Sand 0 0 Cement collar for AC pipe (average) taking 10% of above pipe rate MS clamp AC pipe 100 mm dia. (including wastage @ 5 per cent )

Sub total of A = 0 Sub total of A +B + C = #NAME?

Equipment (C)

Unit cum tonne nos nos

Quantity Rate Amount Type 0.06 0 0 0.02 0 0 10.00 0 0 30.00 #NAME? #NAME?

meter 31.50

0

Unit Quantity Rate

0 0 0

30 meter Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Description of Work:

cum Equipment (C)

Type

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Description of Work:

Providing and laying of Random rubble stone Masonry in mud Mortar as per Drawing and Technical Specifications. Spec. cl. No: 2602, 2603, 2608 Labour (A) Material (B) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount 26.2 Unskilled day 12 0 0 Cost of water KL 1 0 Skilled day 6 0 0 Mud (clay) cum 2 0 Stone cum 5.75 0 Sub total of A = Sub total of B = 0 Sub total of A +B + C = Sub total of A + B + C + D= 0

Amount

0

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Providing and laying of dry Stone Masonry Work as per Drawing and Technical Specifications Spec. cl. No: 2602, 2603, 2608 Labour (A) Material (B) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount 26.1 Unskilled day 8 0 0 Stone cum 5.75 0 Skilled day 4 0 0 Sub total of A = Sub total of B = 0 Sub total of A +B + C = Sub total of A + B + C + D= 0

0

10 sqm

Equipment (C)

Unit Quantity Rate

0 0

0 0 0

cum Equipment (C)

Type 0 0 0 0 0

Unit Quantity Rate

Formworks (D)

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Description of Work:

Random Rubble Masonry, Providing and laying of Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. Spec. cl. No: 2602, 2603, 2607 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate 26.3.A Unskilled day 14 0 0 Cost of water KL 1 0 0 Skilled day 7 0 0 Sand cum 1.63 0 0 Cement tonne 0.79 0 0

Amount

0 0 0

cum Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

Stone Sub total of A = Sub total of A +B + C =

0 0

cum 5.75 0 Sub total of B = Sub total of A + B + C + D=

0 0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Description of Work:

Random Rubble Masonry, Providing and laying of Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications., Using Concrete Mixer Spec. cl. No: 2602, 2603, 2607 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 26.3.A_a Unskilled Skilled

day

9

0

0 Cost of water

day

7

0

0 Sand Cement Stone

Sub total of A = Sub total of A +B + C =

0 0

KL

1

0

cum 1.63 0 tonne 0.79 0 cum 5.75 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0 0

Concrete mixer

hr

0.75

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

cum

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

26.3.B_a Unskilled Skilled

day

9

0

0 Cost of water

day

7

0

0 Sand Cement Stone

Sub total of A = Sub total of A +B + C =

0 0

KL

1

0

cum 1.74 0 tonne 0.62 0 cum 5.75 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0 0

Concrete mixer

hr

0.75

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

26.3.C_a Unskilled

day

9

0

0 Cost of water

KL

1

0

0

Concrete mixer

hr

0.75

0

0

0

Amount

0 0 0

cum Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

cum Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Random Rubble Masonry, Providing and laying of Stone Masonry Work in Cement Mortar 1:6 in Foundation complete as per Drawing and Technical Specifications., Using Concrete Mixer Spec. cl. No: 2602, 2603, 2607 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type

0 0

Formworks (D)

Description of Work:

Random Rubble Masonry, Providing and laying of Stone Masonry Work in Cement Mortar 1:6 in Foundation complete as per Drawing and Technical Specifications. Spec. cl. No: 2602, 2603, 2607 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 26.3.C Unskilled day 14 0 0 Cost of water KL 1 0 0 Skilled day 7 0 0 Sand cum 2.08 0 0 Cement tonne 0.45 0 0 Stone cum 5.75 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

Amount

cum

Description of Work:

Random Rubble Masonry, Providing and laying of Stone Masonry Work in Cement Mortar 1:4 in Foundation complete as per Drawing and Technical Specifications., Using Concrete Mixer Spec. cl. No: 2602, 2603, 2607 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type

0

Formworks (D)

Description of Work:

Random Rubble Masonry, Providing and laying of Stone Masonry Work in Cement Mortar 1:4 in Foundation complete as per Drawing and Technical Specifications. Spec. cl. No: 2602, 2603, 2607 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 26.3.B Unskilled day 14 0 0 Cost of water KL 1 0 0 0 Concrete mixer Skilled day 7 0 0 Sand cum 1.74 0 0 Cement tonne 0.62 0 0 Stone cum 5.75 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0 0

Amount

0 0 0

cum Formworks (D)

Unit Quantity Rate

Amount

Skilled

day

7

0

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2607 Norms No. Type 26.4.A Unskilled Skilled

cum 2.08 0 tonne 0.45 0 cum 5.75 0 Sub total of B = Sub total of A + B + C + D=

0 0

Labour (A)

0 0

Amount Type 0 @ 5 per cent of cost of Labour and material for scaffolding 0 Cost of water Sand Cement Stone 0 0

26.4.A_a Unskilled

day

15

0

0 @ 5 per cent of cost of Labour and material for scaffolding

day

7

0

0 Cost of water Sand Cement Stone

Labour (A)

Sub total of C = Contractor's overhead expenses 15% =

0 0

Amount Type

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0 0 0 0

hr

0.75

Labour (A)

Unit Quantity Rate day 22 day 8

0 0

Amount Type 0 @ 5 per cent of cost of Labour and material for scaffolding 0 Cost of water Sand Cement Stone

Amount

Type 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

KL 1 0 cum 1.58 0 tonne 0.77 0 cum 5.75 0 Sub total of B = Sub total of A + B + C + D=

Amount Type 0 0 0 0 0 0 0

Unit Quantity Rate

Amount

Sub total of C = Contractor's overhead expenses 15% =

26.4.B_a Unskilled

day

17

0

0 @ 5 per cent of cost of Labour and material for scaffolding

day

8

0

0 Cost of water Sand Cement Stone

Material (B)

Amount Type

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Sub total of A = Sub total of A +B + C =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type

KL 1 0 cum 1.58 0 tonne 0.77 0 cum 5.75 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0 0

0.75

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Providing and laying Stone Masonry work in cement mortar 1:4 in structure complete as per Drawing and Technical, Random Rubble Masonry

hr

0 0 0

Amount

0 0 0

cum Formworks (D)

Unit Quantity Rate

0 Concrete mixer

Amount

Formworks (D)

Providing and laying Stone Masonry work in cement mortar 1:3 in structure complete as per drawing and Technical Specifications, Coursed rubble Masonry (first sort ), Using Concrete Mixer Labour (A)

0

cum

Equipment (C)

Unit Quantity Rate

0 0

cum

0

Material (B)

Amount

Formworks (D)

Unit Quantity Rate

0 Concrete mixer KL 1 0 cum 1.73 0 tonne 0.84 0 cum 5.75 0 Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate

Description of Work:

Amount

Equipment (C)

Unit Quantity Rate

Spec. cl. No: 2606 Norms No. Type

Skilled

0 0 0 0 0 0

0

Formworks (D)

Unit Quantity Rate

Providing and laying Stone Masonry work in cement mortar 1:3 in structure complete as per drawing and Technical Specifications, Coursed rubble Masonry (first sort )

Sub total of A = Sub total of A +B + C =

Description of Work:

KL 1 0 cum 1.73 0 tonne 0.84 0 cum 5.75 0 Sub total of B = Sub total of A + B + C + D=

Amount Type 0

0 0

cum

Equipment (C)

Unit Quantity Rate

Material (B)

Amount Type

Sub total of A = Sub total of A +B + C =

Description of Work:

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and laying Stone Masonry work in cement mortar 1:3 in structure complete as per drawing and Technical Specifications, Random Rubble Masonry, Using Concrete Mixer

Unit Quantity Rate

Spec. cl. No: 2606 Norms No. Type 26.4.B Unskilled Skilled

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Unit Quantity Rate day 20 day 7

Spec. cl. No: 2607 Norms No. Type

Skilled

0 0 0 0 0

Providing and laying Stone Masonry work in cement mortar 1:3 in structure complete as per drawing and Technical Specifications, Random Rubble Masonry

Sub total of A = Sub total of A +B + C =

Description of Work:

0 Sand Cement Stone

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

cum

Description of Work:

Spec. cl. No: 2607 Norms No. Type 26.5.A Unskilled Skilled

Description of Work:

Providing and laying Stone Masonry work in cement mortar 1:4 in structure complete as per Drawing and Technical, Random Rubble Masonry Labour (A)

Material (B)

Amount Type Unit Quantity Rate Amount Type 0 0 @ 5 per cent of cost of Labour and material for scaffolding 0 0 0 Cost of water KL 1 0 0 Sand cum 1.85 0 0 Cement tonne 0.66 0 0 Stone cum 5.75 0 0 Sub total of A = Sub total of B = 0 0 Sub total of A +B + C = Sub total of A + B + C + D= 0 0

26.5.A_a Unskilled

day

20

0

0 @ 5 per cent of cost of Labour and material for scaffolding

day

7

0

0 Cost of water Sand Cement Stone

Labour (A)

0 0

Labour (A)

Sub total of D = Norms Rate = Unit Rate =

0 Concrete mixer 0 0 0 0 0 0

hr

0.75

Unit Quantity Rate day 22 day 8

0 0

Amount Type 0 @ 5 per cent of cost of Labour and material for scaffolding 0 Cost of water Sand Cement Stone

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

0 0

Amount Type 0

KL 1 0 cum 1.68 0 tonne 0.6 0 cum 5.75 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

day

17

0

0 @ 5 per cent of cost of Labour and material for scaffolding

day

8

0

0 Cost of water Sand Cement Stone

Sub total of A = Sub total of A +B + C =

Amount Type

KL 1 0 cum 1.68 0 tonne 0.6 0 cum 5.75 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0 0

hr

0.75

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Providing and laying Stone Masonry work in cement mortar 1:6 in structure complete as per Drawing and Technical Specifications, Random Rubble Masonry (coursed/uncoursed) Labour (A)

Unit Quantity Rate day 20 day 7

Material (B)

0 0

Amount Type 0 @ 5 per cent of cost of Labour and material for scaffolding 0 Cost of water Sand Cement

KL cum 1.98 tonne 0.48

1

Amount Type 0 0 0 0

0 0 0

Unit Quantity Rate

Amount

0 0 0

Amount

0 0 0

cum

Equipment (C)

Unit Quantity Rate

0

Formworks (D)

Unit Quantity Rate

0 Concrete mixer

0 0

cum

Equipment (C)

Unit Quantity Rate

Amount

cum

Unit Quantity Rate

Material (B)

Amount Type

0

Formworks (D)

Providing and laying Stone Masonry work in cement mortar 1:4 in structure complete as per Drawing and Technical, Coursed rubble Masonry (first sort ), Using Concrete Mixer Labour (A)

0 0

Formworks (D)

Amount

Equipment (C)

Unit Quantity Rate

Amount

cum

Unit Quantity Rate

Material (B)

26.5.B_a Unskilled

Description of Work:

Amount Type

KL 1 0 cum 1.85 0 tonne 0.66 0 cum 5.75 0 Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate

Spec. cl. No: 2607 Norms No. Type 26.6.A Unskilled Skilled

Unit Quantity Rate

0 0

Equipment (C)

Unit Quantity Rate

Spec. cl. No: 2606 Norms No. Type

Skilled

Type

Providing and laying Stone Masonry work in cement mortar 1:4 in structure complete as per Drawing and Technical, Coursed rubble Masonry (first sort )

Sub total of A = Sub total of A +B + C =

Description of Work:

Amount

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Amount Type

Sub total of A = Sub total of A +B + C =

Description of Work:

Formworks (D)

Unit Quantity Rate

Providing and laying Stone Masonry work in cement mortar 1:4 in structure complete as per Drawing and Technical, Random Rubble Masonry, Using Concrete Mixer

Unit Quantity Rate

Spec. cl. No: 2606 Norms No. Type 26.5.B Unskilled Skilled

Equipment (C)

Unit Quantity Rate day 20 day 7

Spec. cl. No: 2607 Norms No. Type

Skilled

cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

Stone Sub total of A = Sub total of A +B + C =

Description of Work:

cum 5.75 0 Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate

26.6.A_a Unskilled

day

15

0

0 @ 5 per cent of cost of Labour and material for scaffolding

day

7

0

0 Cost of water Sand Cement Stone

Labour (A)

Material (B)

Amount Type

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2606 Norms No. Type 26.6.B Unskilled Skilled

Description of Work:

0 0

Labour (A)

Type 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

Sub total of C = Contractor's overhead expenses 15% =

0

0 @ 5 per cent of cost of Labour and material for scaffolding

day

8

0

0 Cost of water Sand Cement Stone

Material (B)

Amount Type

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Sub total of A = Sub total of A +B + C =

Amount Type

KL 1 0 cum 1.8 0 tonne 0.44 0 cum 5.75 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0 0

hr

0.75

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Providing and Pointing with cement mortar on masonry work in structure as per Technical Specifications, cement mortar (1:3 ) Labour (A)

Amount Type 0 0 Cost of water 0 0 Sand Cement Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit KL cum tonne

Quantity Rate Amount 0.05 0 0.63 0 0.31 0 Sub total of B = Sub total of A + B + C + D=

Type 0 0 0 0 0

Unit Quantity Rate

Labour (A)

Material (B)

Amount Type

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Amount

0 0 0

Amount Type

Amount

0 0 0

sqm Equipment (C)

Unit Quantity Rate

0

Formworks (D)

Amount

Providing and Pointing with cement mortar on masonry work in structure as per Technical Specifications, cement mortar (1:3 ), Using Concrete Mixer

Unit Quantity Rate

0 0

sqm

Material (B)

Unit Quantity Rate day 9 day 9

Amount

Formworks (D)

Unit Quantity Rate

0 Concrete mixer

0

cum

Equipment (C)

Unit Quantity Rate

0 0

Formworks (D)

Unit Quantity Rate

Providing and laying Stone Masonry work in cement mortar 1:4 in structure complete as per Drawing and Technical, Coursed rubble Masonry (first sort ), Using Concrete Mixer Labour (A)

Amount

cum

Equipment (C)

Amount Type Unit Quantity Rate Amount Type 0 0 @ 5 per cent of cost of Labour and material for scaffolding 0 0 0 Cost of water KL 1 0 0 Sand cum 1.8 0 0 Cement tonne 0.44 0 0 Stone cum 5.75 0 0 Sub total of A = Sub total of B = 0 0 Sub total of A +B + C = Sub total of A + B + C + D= 0 0

17

Description of Work:

0.75

Amount 0

Unit Quantity Rate day 22 day 8

day

Spec. cl. No: 2600 Norms No. Type

0 0 0 0 0 0

hr

0

cum

Unit Quantity Rate

0 Concrete mixer

0 0

Formworks (D)

Providing and laying Stone Masonry work in cement mortar 1:6 in structure complete as per Drawing and Technical Specifications, Coursed rubble Masonry (first sort )

Unit Quantity Rate

Description of Work:

Amount Type

KL 1 0 cum 1.98 0 tonne 0.48 0 cum 5.75 0 Sub total of B = Sub total of A + B + C + D=

26.6.B_a Unskilled

Spec. cl. No: 2600 Norms No. Type 26.7.A Unskilled Skilled

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Spec. cl. No: 2606 Norms No. Type

Skilled

Sub total of C = Contractor's overhead expenses 15% =

Providing and laying Stone Masonry work in cement mortar 1:6 in structure complete as per Drawing and Technical, Random Rubble Masonry, Using Concrete Mixer

Spec. cl. No: 2607 Norms No. Type

Skilled

0 0 0

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

26.7.A_a Unskilled Skilled

day

8

0

0 Cost of water

day

9

0

0 Sand Cement

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2600 Norms No. Type 26.7.B Unskilled Skilled

0 0

Labour (A)

Unit Quantity Rate day 9 day 9

0 0

Amount Type 0 Cost of water 0 Sand Cement

day

8

0

0 Cost of water

day

9

0

0 Sand Cement

Labour (A)

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

KL

0.07

Type 0 0 0 0 0

0 0 0 0 0

cum 0.56 0 tonne 0.4 0 Sub total of B = Sub total of A + B + C + D=

Labour (A)

Unit Quantity Rate

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Concrete mixer

Amount Type 0 0 Cost of water 0 0 Sand Cement Sub total of A = 0 Sub total of A +B + C = 0

Quantity Rate Amount 0.1 0 0.42 0 0.61 0 Sub total of B = Sub total of A + B + C + D=

hr

0.75

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Type 0 0 0 0 0

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

day

8

0

0 Cost of water

day

9

0

0 Sand Cement

KL

0.1

Amount Type 0

cum 0.42 0 tonne 0.61 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Labour (A)

0

0 0 #NAME? #NAME? #NAME?

Concrete mixer

Material (B)

hr

0.75

Amount 0

Type

0 0 0

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Unit Quantity Rate

Sub total of C =

Amount

0

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = 0

Equipment (C)

Unit Quantity Rate Amount Type hour 6 0 0 hour 6 #NAME? #NAME? Sub total of B = #NAME?

Amount

Formworks (D)

Unit Quantity Rate

Removal of existing cement concrete wearing coat including its disposal complete, Removal of existing cement concrete wearing coat including its disposal without causing any detrimental effect to any part of the bridge structure and removal of dismantled material complete as per Technical Specification Unit Quantity Rate Amount Type day 12 0 0 Drilling machine with bit and accessories day 1 0 0 Tractor-trolley. Sub total of A = 0

0 0

sqm Equipment (C)

Unit Quantity Rate

Amount

Formworks (D)

Unit Quantity Rate

Material (B)

Amount Type

0

sqm

Providing and Pointing with cement mortar on masonry work in structure as per Technical Specifications, cement mortar (1:1), Using Concrete Mixer Labour (A)

0 0

Formworks (D)

Amount

Equipment (C)

Unit KL cum tonne

Amount

sqm

Unit Quantity Rate

Material (B)

Unit Quantity Rate day 9 day 9

0

sqm

Amount Type 0

0 0

Formworks (D)

Providing and Pointing with cement mortar on masonry work in structure as per Technical Specifications, cement mortar (1:1)

26.7.C_a Unskilled

Description of Work:

0.75

Equipment (C)

Unit Quantity Rate

0 0

Unit Quantity Rate

Spec. cl. No: 2712 Norms No. Type 27.1.A Unskilled Skilled

0

Material (B)

Spec. cl. No: 2600 Norms No. Type

Skilled

hr

Equipment (C)

Quantity Rate Amount 0.07 0 0.56 0 0.4 0 Sub total of B = Sub total of A + B + C + D=

Amount Type

Sub total of A = Sub total of A +B + C =

Description of Work:

Concrete mixer

Providing and Pointing with cement mortar on masonry work in structure as per Technical Specifications, cement mortar (1:2 ), Using Concrete Mixer

26.7.B_a Unskilled

Description of Work:

0 0 0 0 0

Unit KL cum tonne

0 0

Unit Quantity Rate

Spec. cl. No: 2600 Norms No. Type 26.7.C Unskilled Skilled

0

Material (B)

Spec. cl. No: 2600 Norms No. Type

Skilled

0.05

cum 0.63 0 tonne 0.31 0 Sub total of B = Sub total of A + B + C + D=

Providing and Pointing with cement mortar on masonry work in structure as per Technical Specifications, cement mortar (1:2 )

Sub total of A = Sub total of A +B + C =

Description of Work:

KL

100 sqm

Formworks (D)

Amount

Type

0

Unit Quantity Rate

Sub total of D =

Amount

0

Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 2712 Norms No. Type 27.1.B Unskilled Skilled

Description of Work:

Spec. cl. No: 2712 Norms No. Type 27.1.C Unskilled Skilled

Description of Work:

Spec. cl. No: 2710 Norms No. Type 27.2 Unskilled Skilled

Sub total of A + B + C + D= #NAME?

Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 60 0 0 Drilling machine with bit and accessories day 6 0 0 Tractor-trolley. Sub total of A = 0 Sub total of A +B + C = #NAME?

Equipment (C)

Unit Quantity Rate Amount Type hour 36 0 0 hour 36 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Labour (A)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Unit Quantity Rate day 20

0

day

0

2

Amount Type 0 Consumables items.

0 0

27.3.A

Unskilled

day

6

0

0 Wire fabric ( mesh 50 mm x 50 mm size of 3 mm wire)

Skilled

day

2

0

0

Labour (A)

Amount Type Unit Quantity Rate Amount 0 Concrete mixer hour 6 0 Shotcreteing KL 2 0 hour 6 0 0 equipment kg 3720 0 hour 6 0 0 Air Compressor Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Material (B)

Type

Unit Quantity Rate

Unit Quantity Rate kg

For tied of welded wire fabric, consumables like nozzles, wire brush, clamping wire mesh etc. Accelerator compound for Guniting @ 2 per cent of weight of cement water Graded sand Cement

Sub total of A = Sub total of A +B + C =

60

Amount Type Shotcreteing 0 0 equipment

kg

13.26

0

KL 1 0 cum 1.41 0 tonne 0.66 0 Sub total of B = Sub total of A + B + C + D=

0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

0 0

Amount

Type

6

0

0

Compressor with 0 Guniting equipment hour along with accessories

6

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Providing and application of Gunite/ Shotcreate concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical Specifications., Mix 1:1:2 ( Cement :sand: aggregate)

Spec. cl. No: 2710 Norms No. Type

Unit Quantity Rate

27.3.B

day

Labour (A)

Material (B)

6

Amount Type 0

0 Wire fabric ( mesh 50 mm x 50 mm size of 3 mm wire)

Equipment (C)

Unit Quantity Rate kg

60

0

Amount Type Shotcreteing 0 equipment

0

30 sqm

Amount

0 0 0

30 sqm

Formworks (D)

Unit Quantity Rate hour

0 0

Formworks (D)

Unit Quantity Rate hour

0 0 0 0 0 0

Amount

0

Equipment (C)

Amount Type

10 sqm

Formworks (D)

Providing and application of Gunite/ Shotcreate concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical Specifications., Mix 1:3 ( Cement and Coarse sand)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

0 water

10 sqm

Formworks (D)

Unit Quantity Rate

Providing and application of gunite/shortcrete to repare of damaged concrete section/ concrete covers on slab , girder ,beam etc with high early strength , low rebound sprayable thixotropic repair mortar mixed by machine, lead 30m (including 25% loss) average thickness of application-35 mm . Labour (A)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate Amount Type hour 6 0 0 hour 6 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Spec. cl. No: 2710 Norms No. Type

Unskilled

Unit Quantity Rate

Material (B)

Unit Quantity Rate Amount Type day 10 0 0 Tractor-trolley. day 1 0 0 Drilling machine with bit and accessories Sub total of A = 0 Sub total of A +B + C = #NAME?

10 cum

Formworks (D)

Removal of existing cement concrete wearing coat including its disposal complete, Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concert laid over 12 mm thick mastic asphalt including disposal with all lift and lead complete as per Technical Specification and Direction of the Engineer.

Sub total of A = Sub total of A +B + C =

Description of Work:

Norms Rate = #NAME? Unit Rate = #NAME?

Removal of existing cement concrete wearing coat including its disposal complete, Removal of existing cement concrete wearing coat including its disposal without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead complete as per Technical Specifications

Ready to use sprayable thixotropic repair mortar

Description of Work:

Contractor's overhead expenses 15% = #NAME?

6

Amount 0

Type 0

Unit Quantity Rate

Amount

Skilled

day

2

0

0

Accelerator compound for Guniting @ 2 per cent of weight of cement Aggregate ( 5 - 10 mm) water Graded sand Cement Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2709 Norms No. Type 27.4

Description of Work:

0.04 0 0.2 0 Sub total of A = Sub total of A +B + C =

Skilled

day

5

Unit Quantity Rate

0 Nipples 0 0 0

1

Amount Type

0

0

Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0

1

Formworks (D)

Unit Quantity Rate

Amount

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Amount

Unit Quantity Rate

0

kg

0 Cement

55

Amount Type

0

Sub total of B = Sub total of A + B + C + D=

0 0

Amount

Type

hour

6

0

0

Grout pump with agitator and 0 accessories

hour

6

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Providing and Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical Specification., Cement Mortar (1:1) Grouting Labour (A)

Material (B)

Unit Quantity Rate day

10

day

5

Amount Type Admixtures (anti shrinkage compound) 0 0 cost of cement 0

Amount Type

@ 20 per cent of

0 Sand

kg

Cement

27.5

0

kg

27.5 0 Sub total of B = Sub total of A + B + C + D=

0 0

Amount

Type

hour

6

0

0

Grout pump with agitator and 0 accessories

hour

6

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Providing and Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical Specification., Low viscosity epoxy injection resin Labour (A)

Material (B)

Amount Type 0 0 Joint Sealant Compound ( Epoxy Adhesive)

Unit Quantity Rate kg 55

day

0

kg

5

0 Epoxy primer

1

Amount Type 0 0 Generator Grout pump with 0 agitator and 0 accessories

0

Amount

0 0 0

50 liter

Equipment (C)

Unit Quantity Rate day 10

0 0

Formworks (D)

Unit Quantity Rate

0 Generator

0 0 0

Amount

50 kg

Equipment (C)

Unit Quantity Rate

0

Formworks (D)

Unit Quantity Rate

0 Generator

0 0

0 0

50 kg Equipment (C)

Amount Type Admixtures (anti shrinkage compound) @ 20 per cent of cost 0 0 of cement

Sub total of A = Sub total of A +B + C =

Skilled

Sub total of D = Norms Rate = Unit Rate =

0 nos.

Labour (A)

Sub total of A = Sub total of A +B + C =

Description of Work:

0 0

Providing and Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical Specification., Cement Grout

5

Spec. cl. No: 2709 Norms No. Type 27.5.C Unskilled

Sub total of C = Contractor's overhead expenses 15% =

Equipment (C)

Amount Type

day day

day

Skilled

0 0 0 0 0 0 0

0

0

Unskilled

Unskilled

0 0

Cement, fixing compound and consumables @ 15 per cent of cost of nipple

27.5.A

27.5.B

0

0

Material (B)

Unit Quantity Rate

Description of Work:

13.26

cum 0.94 0 KL 1 0 cum 0.47 0 tonne 0.66 0 Sub total of B = Sub total of A + B + C + D=

Labour (A)

Unit Quantity Rate

Spec. cl. No: 2709 Norms No. Type

Spec. cl. No: 2709 Norms No. Type

kg

6

Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy

Add 10 per cent of Labour cost for drilling holes etc. Unskilled Skilled

Compressor with 0 Guniting equipment hour along with accessories

For tied of welded wire fabric, consumables like nozzles, wire brush, clamping wire mesh etc.

Formworks (D)

Unit Quantity Rate hour 6

0

0

hour

0

0

6

Amount

Type

Unit Quantity Rate

Amount

Low viscosity Injection Epoxy Grout Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2700 Norms No. Type 27.16 Unskilled Skilled

Lit

55 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and replacement of Crash Barrier as per Drawing, Technical Specifications and instruction of the Engineer. Labour (A)

0 0

Amount Type 0 0

0

30 meter

Material (B)

Unit Quantity Rate day 20 day 1

0 0

Equipment (C)

Unit Quantity Rate

Amount Type Tractor-trolley

Formworks (D)

Unit Quantity Rate hour 6

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Amount

Labour for dismantling old railing and disposal of dismantled material. Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2700 Norms No. Type 27.6.A

Labour (A)

Material (B)

Unit Quantity Rate day

3

Skilled

day

1

Description of Work:

Description of Work:

Description of Work:

Spec. cl. No: 2706 Norms No.

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Amount Type Unit Quantity Rate Pre-packed polymer concrete based on epoxy system complete 0 0 kg 770 with curing compound, initiator and promoter 0

0

Sub total of A = Sub total of A +B + C =

0 0

Amount Type 0

Sub total of B = Sub total of A + B + C + D=

0

Amount

Type

Generator

hour

6

0

0

Grout pump with agitator and accessories

hour

6

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

0 0

Labour (A)

Unit Quantity Rate day 18 day 12

Material (B)

0 0

Amount Type 0 water 0 Epoxy Bonding Agent Local aggregates 10 mm down in size Non shrink self compacting micro concrete

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate Amount KL 1 0 kg 12 0 cum 0.2 0 kg 1936 0 Sub total of B = Sub total of A + B + C + D=

0 0

Type

Labour (A)

Material (B)

Amount Type 0 0 water 0 0 Epoxy metal primer Epoxy Bonding Agent Non shrink self compacting micro concrete Sub total of A = 0 Sub total of A +B + C = #NAME?

Unit Quantity Rate

hour 1 0 0 Generator hour 1 0 0 Concrete mixer 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Amount

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type KL 1 #NAME? #NAME? Generator hour 6 0 0 kg 4 0 hour 6 0 0 0 Concrete mixer kg 12 0 0 kg 2285 0 0 Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Material (B)

Equipment (C)

10 sqm

Amount

0 0 0

1 cum

Amount

0 0

0 0 0

1 cum

Formworks (D)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and applying Epoxy adhesive and Sealing of crack / porous concrete with Epoxy Grout by injection with nipples complete as per direction of the Engineer. Labour (A)

0

Formworks (D)

Patching of damaged concrete surface with polymer concrete/ micro concrete and curing compounds, Providing and applying Micro concreting on damaged concrete ( slab /beam/ abutment section of the bridges )with ready to use high early high strength , free flow , non shrink self compacting Micro concrete ( M 60 & above) as per instructions of manufacturer and approval of the Engineer. Unit Quantity Rate day 18 day 12

0 0

Formworks (D)

Unit Quantity Rate

Patching of damaged concrete surface with polymer concrete/ micro concrete and curing compounds, Providing and applying Micro concreting on damaged concrete (slab/beam/abutment section of the bridges )with ready to use high early high strength , free flow , non shrink self compacting Micro concrete ( M 60 & above)With adding 20% local aggregates of 10 mm down) as per instructions of manufacturer and approval of the Engineer.

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2700 Norms No. Type 27.6.C Unskilled Skilled

0 0

Patching of damaged concrete surface with polymer concrete/ micro concrete and curing compounds, Providing and applying polymer concrete and curing compounds on damaged concrete surface as per instructions of manufacturer and approval of the Engineer.

Unskilled

Spec. cl. No: 2700 Norms No. Type 27.6.B Unskilled Skilled

Sub total of B = Sub total of A + B + C + D=

0 0

10 kg Formworks (D)

Norms No. 27.7

Type Unskilled Skilled

Description of Work:

Spec. cl. No: 2707 Norms No. Type 27.8 Unskilled Skilled

Unit Quantity Rate Amount Type day 2 0 0 Epoxy Adhesive day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Description of Work:

Skilled

Labour (A)

Unit Quantity Rate day 8 day 5

Description of Work:

Description of Work:

Spec. cl. No: 2708 Norms No. Type 27.11 Unskilled Skilled

Description of Work:

Amount Type 0 Generator Epoxy Injection gun

Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate Amount hour 6 0 hour 6 0 Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

0 0

Type

Unit Quantity Rate

Amount Type 0 For other consumables like acetone etc. to cover wastage. 0 Epoxy resin -hardener mix for seal coat. Epoxy mortar ( @ 22kg / sqm) Epoxy bonding agent ( @ 0.87 kg /sqm) 0 0

Labour (A)

Sub total of D = Norms Rate = Unit Rate =

0 0

Amount Type 0 0 Epoxy bonding agent

day

0

0.1

Equipment (C)

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Formworks (D)

Type

Unit Quantity Rate

0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Type

Unit Quantity Rate

Amount

hour 6 0 0 Compressor 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Amount Type 0

0

Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate

27.12

Unskilled

day

Skilled

day

Labour (A)

12

Amount Type 0 Wooden packing

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

5 0 0 Bearing of required type and capacity Sub total of A = 0 Sub total of A +B + C = #NAME?

0

Amount

0 0 0

3 nos Equipment (C)

Unit Quantity Rate cum 0.15

0 0

Formworks (D)

Unit Quantity Rate

Material (B)

0

Amount

0

Providing and replacement of Bearings complete as per Technical Specification and direction of the Engineer.

Spec. cl. No: 2711 Norms No. Type

0

10 sqm

Material (B)

Unit Quantity Rate kg 8.4

0 0

Formworks (D)

Providing and applying Epoxy bonding of new concrete to old concrete as per technical Specifications and direction of the Engineer. Labour (A)

Amount

0

Equipment (C)

Unit Quantity Rate Amount kg 550 0 kg 8.7 0 Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate Amount Type day 1 0 0 Epoxy resin day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

0

10 sqm

Material (B)

Unit Quantity Rate Amount Type day 2 0 0 polymer mortar M-45 day 2 0 0 Epoxy bonding agent Sub total of A = 0 Sub total of A +B + C = 0

0 0

10 sqm

Providing and applying pre-packed cement based polymer mortar for replacement of spalled concrete Labour (A)

Amount

0 0

Equipment (C)

Amount Type Unit Quantity Rate Amount 0 hour 6 0 0 Generator Shotcreteing kg 850 0 hour 1 0 0 equipment Air compressor hour 1 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

0 0

0

Formworks (D)

Amount Type Unit Quantity Rate Amount 0 Mortar mixer hour 6 0 kg 20 0 hour 6 0 0 Air Compressor kg 2200 0 0 kg 87 0 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Unit Quantity Rate kg 8.7

0 Thixotropic repair mortar ( Sprayable)

0 0

100 sqm

Unit Quantity Rate

Material (B)

Unit Quantity Rate day 0.1

Amount

0 0

Providing and applying the Shotcreate mixture mechanically with compressed air under pressure, sprayable less rebound ( rebou and quick setting comnd 25 %) as per Technical specifications and direction of the Engineer.

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2700 Norms No. Type 27.10' Unskilled Skilled

0

Providing and Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2710 Norms No. Type 27.9 Unskilled

Unit Quantity Rate kg 11

0

Amount Type Hydraulic Jack ( 40 0 tonne capacity)

3 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Formworks (D)

Unit Quantity Rate hour

72

Amount 0

Type

Unit Quantity Rate

Amount

0

no

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Description of Work:

Providing required parts and rectification of Bearings as per Technical Specifications and direction of the Engineer.

Spec. cl. No: 2711 Norms No. Type

Unit Quantity Rate

27.13

day

Unskilled

Skilled

Labour (A)

12

day

5

Amount Type 0

0

0 Wooden packing

cum 0.15

0 Parts of Bearing of required type and capacity

As per requir emen t

Amount Type Hydraulic Jack 0 ( required capacity 0 normally 200 tonne)

Formworks (D)

Unit Quantity Rate hour

72

Amount 0

Type

Unit Quantity Rate

Unit Quantity Rate

#NAME? #NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

27.14

Unskilled

day

9

Skilled

day

1

Labour (A)

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

12 meter

Material (B)

Amount Type expansion joint ( Elastomeric Slab Steel Expansion Joint / 0 0 compression seal/ strip / modular strip. etc.) 0 0 Replacement of joint

For removal of old expansion joint including breaking of concrete, cutting of lugs and shifting of broken material etc.

Equipment (C)

Unit Quantity Rate meter

additional reinforcement

kg

Epoxy @ 0.8 kg/sqm

kg

Amount

0

Providing and replacement of Expansion Joints complete as per drawings, Technical specifications and direction of the Engineer.

Spec. cl. No: 2700 Norms No. Type

12

Amount Type 0

Formworks (D)

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Amount

0

100 #NAME?

#NAME?

0 0 Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Equipment (C)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

3 nos

Material (B)

9.6

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Providing and replacement of Damaged Concrete Railing as per Drawing, Technical Specifications and direction of the Engineer,.

Spec. cl. No: 2700 Norms No. Type

Unit Quantity Rate

27.15

Unskilled

day

12

0

0

Skilled

day

1

0

0

Sub total of A = Sub total of A +B + C =

0 0

Labour (A)

30 meter

Material (B)

Amount Type

Equipment (C)

Unit Quantity Rate

Amount Type Unit Quantity Rate Tractor-trolley for disposal of dismantled hour 6 material

Formworks (D)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Amount

Labour for dismantling old railing and disposal of dismantled material.

Description of Work:

Spec. cl. No: 2700 Norms No. Type 27.17 Unskilled Skilled

Sub total of B = Sub total of A + B + C + D=

0 0

Sub total of D = Norms Rate = Unit Rate =

Providing and replacement of Damaged mild steel railing as per Drawing, Technical Specifications and direction of the Engineer. Labour (A)

Unit Quantity Rate day 12 day 1

Material (B)

Amount Type 0 0 0 0

Amount Type Tractor-trolley

0

30 meter Equipment (C)

Unit Quantity Rate

0 0

Unit Quantity Rate hour 5

Formworks (D)

Amount 0

Type 0

Unit Quantity Rate

Amount

Labour for dismantling old railing and disposal of dismantled material. Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2700 Norms No. Type 27.18 Unskilled Skilled

Description of Work:

Spec. cl. No: 2700 Norms No. Type 27.19 Unskilled Skilled

Description of Work:

Spec. cl. No: 2700 Norms No. Type 27.20' Unskilled Skilled

Description of Work:

Description of Work:

Spec. cl. No: 2713 Norms No. Type Unskilled 27.22 (1+1+1+1=4)

0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Repair of Crash Barrier, Providing and repair of concrete crash barrier with cement concrete M-30 grade by cutting and trimming the damaged portion to a regular shape, cleaning the area to be repaired thoroughly, applying cement concert after erection of proper form work. Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 3 0 0 M-30 grade cement concrete day 1 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

Equipment (C)

Unit Quantity Rate Amount Type cum 1 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 2 0 0 HYSD bar reinforcement day 1 0 0 M-30 grade cement concrete Sub total of A = 0 Sub total of A +B + C = #NAME?

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Unit Quantity Rate day 2 day 1

0 0

Amount Type 0 For painting. 0 MS Bolt and nuts Flat iron Mild steel ISMC series

Amount Type 0

kg kg kg

30 0 30 0 87 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Labour (A)

Material (B)

30 meter Formworks (D)

Unit Quantity Rate

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type Unit Quantity Rate Amount 0 hour 6 0 0 Blasting Machine Air compressor hour 6 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Type

Amount Type

Unit Quantity Rate

4

0

0 2 Pack high built polyur - ethane ( 2 coat)

lit

Skilled ( 0.25+0.25+0.25 day =1)

1

0

0 2 Pack high built epoxy

lit

8 5.5

0

Unit Quantity Rate

0

Amount

Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

20 sqm

Amount Type Unit Quantity Rate Paint sprayer machine hour 6 0 with compressor

0

0

0 0

Equipment (C)

day

0 0

Formworks (D)

Unit Quantity Rate cum 0.8

Material (B)

Amount

20 sqm

Providing and Painting of steel bridges with one coat of primer, one coat of epoxy and 2 coats of acrylic polyurethane as per specification. Labour (A)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Painting of Steel Bridge, Providing and painting steel bridge including removal of old paints by sand blasting cleaning and repairing of metal surfaces for the application of new paints as per specification and direction of the Engineer.

Unit Quantity Rate Amount Type day 7 0 0 sand ( 1.7 mm - 600 micron) day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Amount

Formworks (D)

Unit Quantity Rate

Equipment (C)

Unit Quantity Rate

30 meter

30 meter

Repair of Steel Railing, Providing and repair of steel railing to bring it to the original shape as per Drawing, Technical Specifications and direction of the Engineer. Labour (A)

0

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate Amount Type tonne 0.03 #NAME? #NAME? cum 0.3 0 0 Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

0 0

Formworks (D)

Unit Quantity Rate

Providing and repair of RCC railing to bring it to the original shape as per Drawing, Technical Specifications and instruction of the Engineer., Repair of RCC Railing

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2713 Norms No. Type 27.21 Unskilled Skilled

Sub total of B = Sub total of A + B + C + D=

0 0

Formworks (D)

Amount 0

Type 0

Unit Quantity Rate

Amount

Epoxy Red Zinc Oxide Phosphate Primer Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2713 Norms No. Type 27.23 Unskilled Skilled

Description of Work:

27.24

Labour (A)

Unit Quantity Rate day 0.6 day 0.6

0 0

day

Description of Work:

Description of Work:

Spec. cl. No: 2700 Norms No. Type 27.26.B Skilled

Description of Work:

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Quantity Rate Amount 0.35 0 0.25 0 0.25 0 Sub total of B = Sub total of A + B + C + D=

0 0

Type 0 0 0 0 0

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

1.5

0

1.5 0 Sub total of A = Sub total of A +B + C =

Equipment (C)

Unit Quantity Rate

0 Epoxy compound with accessories for preparing epoxy mortar kg 0 Epoxy primer

kg

10

Amount Type 0

0 0 0 0

0 Sub total of B = Sub total of A + B + C + D=

0 0

2.5

hour 0.1

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Repair of old Joints Sealant, Providing and repair of old joints including removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material as per Drawing and Technical Specifications. Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 1.5 0 0 Sealant day 0.15 0 0 Primer Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount kg 1 0 kg 0.25 0 Sub total of B = Sub total of A + B + C + D=

Type

Labour (A)

Unit Quantity Rate

Amount

hour 0.1 0 0 Air compressor 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Unit Quantity Rate Amount hour 6 0 hour 6 0 Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate day 1

Amount Type 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

0 0

10 meter

Amount

0 0 0

Amount

0 0 0

Amount Type Generator Jack hammer /Rock drill 0 0

Formworks (D)

Unit Quantity Rate hour 6

0

0

hour

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

6

Amount

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Concrete Jacketing, Providing and fixing Anchor bar Labour (A)

0

100 nos

Material (B)

0

0 0

0 0

Concrete Jacketing, Drilling Holes on existing concrete surface of 16 mm diameter and 300 mm depth Labour (A)

Amount

Formworks (D)

Amount Type Generator Hacking Machine 0 0

10 meter

0

Equipment (C)

Sub total of B = Sub total of A + B + C + D=

0

100 sqm

Material (B)

Unit Quantity Rate

0 0

Formworks (D)

Concrete Jacketing, Preparation, hacking and cleaning of existing surface for concrete jacketing as per direction of the Engineer.

Unit Quantity Rate Amount Type day 30 0 0 day 3 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Amount

Formworks (D)

Unit Quantity Rate

Air compressor

0

Formworks (D)

Unit Quantity Rate

Material (B)

0 0

1 sqm

Equipment (C)

Unit lit lit lit

Amount Type

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2700 Norms No.

Amount Type 0 iii) 2 Pack high built polyur - ethane 0 ii) 2 Pack high built epoxy i) Epoxy Red Zinc Oxide Phosphate Primer

Labour (A)

Skilled

Spec. cl. No: 2700 Norms No. Type 27.26.A Unskilled Skilled

0 0 0

Material (B)

Unit Quantity Rate day

Description of Work:

0 Sub total of B = Sub total of A + B + C + D=

Repair of Joint Grooves with Epoxy Mortar, Providing and repair of spalled joint grooves of contraction joints, longitudinal joints and expansion joints in concrete pavements using epoxy mortar or epoxy concrete as per Technical Specifications and direction of the Engineer.

Unskilled

Spec. cl. No: 2700 Norms No. Type 27.25 Unskilled Skilled

5.5

Providing and painting of steel bridges with one coat of primer, one coat of epoxy and 2 coats of acrylic polyurethane, without sprayer machine as per specification

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2700 Norms No. Type

lit

0 0

Amount

0 0 0

1 kg Material (B)

Equipment (C)

Formworks (D)

Norms No.

Type

Unit Quantity Rate

Amount Type

Unit Quantity Rate

Amount Type Unit Quantity Rate Amount Type Refer Rate analysis of Reinforcement Sub total of B = Sub total of C = 0 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0

27.26.C Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: Norms No. Type

0 0

Labour (A)

Unit Quantity Rate

Sub total of A = Sub total of A +B + C =

Description of Work:

Description of Work:

Spec. cl. No: 2700 Norms No. Type 27.27.A Unskilled Skilled

Description of Work:

Spec. cl. No: 2700 Norms No. Type 27.27.B Unskilled Skilled

Description of Work:

Spec. cl. No: 2700 Norms No. Type 27.27.C Unskilled Skilled

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

Concrete Jacketing, Providing and Filling drill hole with Epoxy Grout Material (B)

Amount Type

Equipment (C)

Formworks (D)

Unit Quantity Rate

Amount Type Unit Quantity Rate Amount Type Refer Rate analysis of Epoxy grout Sub total of B = Sub total of C = 0 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0

27.26.D

Spec. cl. No: 2700 Norms No. Type 27.26.E Unskilled Skilled

Unit Quantity Rate

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Concrete Jacketing, Providing and applying Micro silica/ silica fume concreting for concrete jacketing works ( slab /beam/ abutment section of the bridges ) as per instructions of manufacturer and as approved by the Engineer. Labour (A)

Material (B)

Unit Quantity Rate day 18 day 12

Amount Type 0 0 water 0 0 Pozzoplus PC based Super plasticizer Micro silica/ Silica Fume aggregate sand Cement Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit KL kg kg kg cum cum kg

Quantity Rate Amount 1 0 100 0 7.5 0 50 0 0.7 0 0.47 0 500 0 Sub total of B = Sub total of A + B + C + D=

Type 0 Generator 0 Concrete mixer 0 0 0 0 0 0 0

Unit Quantity Rate hour 1 hour 1

Formworks (D)

Amount

Type

0 0

0 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

0

Amount Type

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Amount

0

Sub total of B = Sub total of A + B + C + D=

0 0

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Unit Quantity Rate Amount Type day 6 0 0 Rust clean agent day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate kg 10

Amount Type 0 0 Mechanical sprayer

Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate

Material (B)

Unit Quantity Rate Amount Type day 6 0 0 Cement day 1 0 0 Alkaline, polymeric, elastomeric primer agent Sub total of A = 0 Sub total of A +B + C = #NAME?

0 0 0

100 sqm Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Corrosion Treatment of Rebar's, Providing and Application of Alkaline, polymeric, elastomeric formulation designed to protect steel from corrosion as per manufacturer' s guidelines and instruction of the Engineer. Labour (A)

0 0

Formworks (D)

Corrosion Treatment of Rebar's, Providing and Application of Rust Cleaning & passivating agent as per manufacturer' s guidelines and instruction of the Engineer. Labour (A)

Amount

100 sqm

Material (B)

Unit Quantity Rate Amount Type day 30 0 0 Wire brush, chisel, axe etc. , day 2 0 0 Sub total of A = 0 Sub total of A +B + C = 0

0 0 0

1 cum

Corrosion Treatment of Rebar's, Providing accessories and removal of rust from exposed rebar area as per direction of the Engineer. Labour (A)

Amount

Equipment (C)

Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type kg 10 #NAME? #NAME? Mechanical sprayer 0 kg 12.5 0 0 Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

0 0 0

100 sqm Formworks (D)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Description of Work:

Spec. cl. No: 2700 Norms No. Type 27.27.D Unskilled Skilled

Description of Work:

Spec. cl. No: Norms No. Type

Description of Work:

Spec. cl. No: 2700 Norms No. Type 27.27.F Unskilled Skilled

Description of Work:

Spec. cl. No: 2700 Norms No. Type 27.28 Unskilled Skilled

Description of Work:

Spec. cl. No: 2700 Norms No. Type 27.29.A Unskilled Skilled

Description of Work:

Spec. cl. No: 2700 Norms No. Type 27.29.B Unskilled Skilled

Description of Work:

Corrosion Treatment of Rebar's, Providing and Application of Acrylic Based bond coat for reinforcement as per manufacturer' s guidelines and instruction of the Engineer. Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 8 0 0 Cement day 2 0 0 Acrylic based bonding agent Sub total of A = 0 Sub total of A +B + C = 0

100 sqm

Equipment (C)

Unit Quantity Rate Amount kg 50 0 kg 50 0 Sub total of B = Sub total of A + B + C + D=

Type

Unit Quantity Rate

Formworks (D)

Amount

0 Mechanical sprayer 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Type

Unit Quantity Rate

Amount

0 Sub total of D = Norms Rate = Unit Rate =

0 0

0 0 0

Corrosion Treatment of Rebar's, Providing and Application of Pre-packed polymer modified mortar as per manufacturer' s guidelines and instruction of the Engineer. Labour (A)

Material (B)

Unit Quantity Rate Amount Type Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate Amount Type Sub total of B = 0 Sub total of A + B + C + D= 0

Formworks (D)

Unit Quantity Rate Amount Type Sub total of C = 0 Contractor's overhead expenses 15% = 0

Unit Quantity Rate Amount Sub total of D = 0 Norms Rate = 0 Unit Rate = 0

Corrosion Treatment of Rebar's, Providing and Application of concrete penetrating corrosion inhibitor as per manufacturer' s guidelines and instruction of the Engineer. Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 8 0 0 concrete penetrating corrosion inhibitor day 2 0 0 Sub total of A = 0 Sub total of A +B + C = 0

100 sqm

Equipment (C)

Unit Quantity Rate kg 25

0

Amount Type 0 Mechanical sprayer

Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate

Formworks (D)

Amount

Sub total of C = Contractor's overhead expenses 15% =

0 0

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and Application of 3 coat of high build micro porous anti carbonation coating on concrete surface as per manufacturer' s guidelines and instruction of the Engineer. Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 20 0 0 high build micro porous anti carbonation coat day 2 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Amount Type 0 0 Mechanical sprayer

Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate

Type

Unit Quantity Rate

Labour (A)

Material (B)

Sub total of D = Norms Rate = Unit Rate =

0 0

Type 0 0 0 0

Unit Quantity Rate

Labour (A)

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Type 0 0 0 0

Unit Quantity Rate

Sub total of C = Contractor's overhead expenses 15% =

Amount

0 0 0

100 meter

Equipment (C)

Unit Quantity Rate Amount kg 20 0 sqm 110 0 Sub total of B = Sub total of A + B + C + D=

0

Formworks (D)

Amount

Fiber Reinforced Polymer works, Providing and Application of carbon laminated ( 50 mm wide 1.4 mm thick) system as per manufacturer' s guidelines and instruction of the Engineer.

Unit Quantity Rate Amount Type day 8 0 0 Laminate adhesive agent ( thixotropic) day 2 0 0 Carbon laminated sheet Sub total of A = 0 Sub total of A +B + C = 0

0 0

100 sqm

Equipment (C)

Unit Quantity Rate Amount kg 100 0 sqm 110 0 Sub total of B = Sub total of A + B + C + D=

Amount

0

Fiber Reinforced Polymer works, Providing and Application of Fiber reinforced polymer ( carbon fiber) as per manufacturer' s guidelines and instruction of the Engineer.

Unit Quantity Rate Amount Type day 8 0 0 Epoxy bonding agent day 2 0 0 Carbon fiber Sub total of A = 0 Sub total of A +B + C = 0

0

Formworks (D)

Amount

Sub total of C = Contractor's overhead expenses 15% =

0 0

0 0

100 sqm

Equipment (C)

Unit Quantity Rate kg 50

Amount

0

Formworks (D)

Amount

Type

0 0

Fiber Reinforced Polymer works, Providing and Application of 3 coat of two component aliphatic Polyurethane Coating on concrete surface as per manufacturer' s guidelines and instruction of the Engineer.

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

100 sqm

Fiber Reinforced Polymer works, Providing and Application of 3 coat of two component aliphatic Polyurethane Coating on concrete surface as per manufacturer' s guidelines and instruction of the Engineer. Spec. cl. No: 2700 Norms No. Type 27.29.C Unskilled Skilled

Description of Work:

Spec. cl. No: 2700 Norms No. Type 27.30' Unskilled Skilled

Description of Work:

Spec. cl. No: 2700 Norms No. Type 27.31 Unskilled Skilled

Description of Work:

Spec. cl. No: 2700 Norms No. Type

27.32

Unskilled

Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 4 0 0 Two component aliphatic Polyurethane coat day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate kg 75

Amount Type 0

0

Sub total of B = Sub total of A + B + C + D=

0 0

Formworks (D)

Unit Quantity Rate

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Repair of Gabion wall, Providing and repair of spalled gabion box/ mattress including dressing bedding, bonding tying all as per Technical Specification direction of the Engineer. Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 16 0 0 Binding wire day 4 0 0 Boulder Sub total of A = 0 Sub total of A +B + C = 0

Unit Quantity Rate Amount kg 10 0 cum 12 0 Sub total of B = Sub total of A + B + C + D=

Type 0 0 0 0

Labour (A)

Unit Quantity Rate

Amount

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Amount Type 0 0 For scaffolding 0 0 water Sand Cement Stone Sub total of A = 0 Sub total of A +B + C = 0

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type 0

KL 2 0 cum 2.61 0 tonne 0.93 0 cum 7.5 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0 0

Labour (A)

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

day

10

0

0 Dori

Equipment (C)

Unit Quantity Rate

kg

8

Amount Type

0

day

2

0

0 Bamboos

nos

8

nos

(as per requirement )

Amount

0 0 0

Formworks (D)

Unit Quantity Rate

Material (B)

Amount Type

0

5 cum

Inspection and Re-tightening of Nut bolt and other accessories, Inspection and Re-tightening of Nut bolt and other accessories of Cables/ Structural parts/Steel truss/ steel girder as per Technical Specifications and direction of the Engineer.

Unit Quantity Rate

0 0

Formworks (D)

Repair of masonry wall / side drain, Providing and repair of spalled masonry wall/ side drain of random rubble masonry in cement mortar 1:4 as per Technical Specifications and direction of the Engineer.

Unit Quantity Rate day 20 day 10

Amount

10 cum

Equipment (C)

0

Skilled

100 sqm

Amount

0 0 0

500 nos

Formworks (D)

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Amount

For all Repair / maintenance items add cost for traffic accommodation / diversion , if required, provide as a separate item in contract. For all Repair / maintenance items add cost for mobilization and demobilization of Equipment based on site location as a separate item in contract.

0

0

Nut bolt

Remarks for section 2799:

0 #VALUE!

Other tools, safety belt and other accessories Bridge Inspection vehicle Sub total of A = 0 Sub total of A +B + C = #VALUE!

Sub total of B = #VALUE! Sub total of A + B + C + D= #VALUE!

0 hour

6

0

0

Sub total of C = 0 Contractor's overhead expenses 15% = #VALUE!

Sub total of D = 0 Norms Rate = #VALUE!

Unit Rate = #VALUE! Description of Work:

Collection and preparation of seeds, Collection of grass seeds from sources within 1 km of the road, including separating and preparing seed for storage, and drying seed in the sun.

Spec. cl. No: 2802 Norms No. Type

Unit Quantity Rate

28.1.A

day

Unskilled

Labour (A)

1.5

Material (B)

Amount Type 0

Description of Work:

Description of Work:

Spec. cl. No: 2802 Norms No. Type 28.1.C Unskilled

Description of Work:

Amount Type Unit Quantity Rate Amount Type For Khukuri and other 0 #NAME? T&P Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME? nos

Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 0.45 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Labour (A)

Sub total of B = Sub total of A + B + C + D=

day

Labour (A)

0.95

Unit Quantity Rate

Formworks (D)

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate Sub total of D = Norms Rate = Unit Rate =

0 0

Unit Quantity Rate Amount Type nos 1 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

Material (B)

Amount Type 0

Unit Quantity Rate

28.1.E

day

Labour (A)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Equipment (C)

2.5

Material (B)

0

Equipment (C)

1 kg

Unit Quantity Rate

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

1 kg

Unit Quantity Rate

Unit Quantity Rate

28.2.A

day

Labour (A)

1.5

Material (B)

Amount Type 0

0 Hessian jute

Equipment (C)

Unit Quantity Rate sqm

Amount Type Unit Quantity Rate For Kodalo and other 5 #NAME? #NAME? T&P

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Collection of grass and hardwood cuttings for vegetative propagation, Collection of grass clumps (e.g. amliso, kans, khar)from sources within 1 km of the road to make slips for multiplication in the nursery.

Spec. cl. No: 2803 Norms No. Type

Amount

Formworks (D)

Amount Type Unit Quantity Rate Amount Type For Nanglo and other nos 1 #NAME? 0 #NAME? T&P Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Amount

Formworks (D)

Unit Quantity Rate

0 Sealed bag

0

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Amount Type Unit Quantity Rate Amount Type For Nanglo and other nos 1 #NAME? 0 #NAME? T&P Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Amount Type

0 0

Formworks (D)

Unit Quantity Rate

0 Sealed bag

Amount

1 kg

Equipment (C)

Collection and preparation of seeds, Collection of small shrub and tree seeds (e.g. Dhanyero, dhusun, tilka, utis) from the sources within 1 km of the of the road, including seed preparation for storage after drying.

Spec. cl. No: 2802 Norms No. Type

Unskilled

0 0

Material (B)

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Amount Type

Collection and preparation of seeds, Collection of medium-sized shrub and tree seeds (e.g. areli, khayer, ghobre and rani salla, sisau) from sources within 1 km of the road, including seed preparation for storage after drying.

28.1.D

Unskilled

1 kg

Equipment (C)

Unit Quantity Rate

Unit Quantity Rate Amount Type day 0.75 0 0 Sealed bag Sub total of A = 0 Sub total of A +B + C = #NAME?

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Collection and preparation of seeds, Collection of medium-sized shrub seeds (e.g. Keraukose) from sources within 1 km of the road, including seed preparation for storage after drying.

Unit Quantity Rate

Description of Work:

Unit Quantity Rate

1 #NAME?

Collection and preparation of seeds, Collection of medium-sized shrub seeds (e.g. Keraukose) from sources within 1 km of the road, including seed preparation for storage after drying.

Spec. cl. No: 2802 Norms No. Type Unskilled

Formworks (D)

Unit Quantity Rate

0 Sealed bag

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2802 Norms No. Type 28.1.B Unskilled

1 kg

Equipment (C)

100 slips Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0

Adequate supply of appropriate clumps Sub total of A = 0 Sub total of A +B + C = #NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Description of Work:

Spec. cl. No: 2803 Norms No. Type 28.2.B

Unskilled

Collection of grass and hardwood cuttings for vegetative propagation, Collection of cuttings of small bamboos (e.g. padang bans, tite nigalo bans), suitable for traditional planting, from the sources within of the road. Material minimum 10 cm of the rooted rhizome and 90 cm of culm. Labour (A)

Material (B)

Unit Quantity Rate day

3

Amount Type 0

Equipment (C)

Unit Quantity Rate

0 Hessian jute

sqm

10 #NAME?

Amount Type Unit Quantity Rate For Kodalo , Khukuri #NAME? and other T&P

100 slips

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0

Adequate supply of appropriate clumps Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 2803 Norms No. Type 28.2.C

Unskilled

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Collection of grass and hardwood cuttings for vegetative propagation, Collection of hardwood cuttings (e.g. assuro, basin, kanda phul, namdi phul, saruwa, simali) , from the sources within of the road of the road. Material minimum 30 cm in length and 2 cm in dia. Labour (A)

Material (B)

Unit Quantity Rate day

0.85

Amount Type 0

Equipment (C)

Unit Quantity Rate

0 Hessian jute

sqm

Amount Type Unit Quantity Rate For Khukuri and other 5 #NAME? #NAME? T&P

100 slips

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0

Adequate supply of appropriate clumps Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 2804 Norms No. Type 28.3.A

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

0.85

0

0 Binding wire

kg

Skilled

day

1.5

0

0 Line String

meter

Unsieved Soil Gravel Bricks Polyethene Sheet Bamboo poles

Unskilled

Labour (A)

#NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Amount

Type

Unit Quantity Rate

day

6

Amount Type

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

0

Equipment (C)

Unit Quantity Rate

0 Binding wire

kg meter

Amount Type For Khanti, Shovel, 3 #NAME? Pick axe and other #NAME? T&P

13 #NAME?

cum 0.25 #NAME? nos 96 #NAME? nos 15 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

#NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Unit Quantity Rate

Unit Quantity Rate

Material (B)

Amount Type

Type

Unit Quantity Rate

Amount Type

Amount

0

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

5 sqm

Formworks (D)

Amount

Nursery operation and management (bed preparation), Construction of beds for grass seeds, grass slips (i.e. vegetative propagation ) and tree cuttings, including Materials and hessian cover. Bed is 100 cm wide x 25 cm high and made up of of washed gravel placed above the ground, of 1:1 mix of sieved soil and compost, and topped with 15 cm of 3:1 mix of sieved forest topsoil and washed sand. Labour (A)

Amount

0

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Unit Quantity Rate

Gravel Bricks Bamboo poles

Description of Work:

13 #NAME?

5 sqm

Formworks (D)

Nursery operation and management (bed preparation), Construction of stand out beds for tree seedling in polypots, including Material for beds and shades.Bed is 100 cm wide x 15 cm high, with a layer of gravel placed above the compacted ground. [Add 5% to the number of bricks to allow for normal wastages.]

Line String

Spec. cl. No: 2804 Norms No. Type

Amount Type Unit Quantity Rate For Khanti, Shovel, 3 #NAME? Pick axe, Screen, mesh #NAME? and other T&P

cum 0.1 #NAME? cum 0.25 #NAME? nos 96 #NAME? sqm 9 #NAME? nos 9 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

28.3.B

Equipment (C)

day

Description of Work:

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Nursery operation and management (bed preparation), Construction of seed beds for tree seedlings, including Materials for beds and shades. Bed is 1 m wide x 17 cm high and made up of 5 cm of washed gravel, 5 cm of unsieved forest soil, 5 cm of 1:3 mix of sieved forest soil, and washed sand, 2 cm of washed, sieved and sterilized sand. [Add 5% to the number of bricks to allow for normal wastage].

Unskilled

Spec. cl. No: 2804 Norms No. Type

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Unit Quantity Rate

5 sqm

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

28.3.C

Unskilled

day

Skilled

day

1.5 1

0

0 Hessian Jute

0

0 Washed sand Compost Forest soil Gravel

sqm

cum 6 #NAME? cum 0.38 #NAME? cum 1.46 #NAME? cum 0.38 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 2804 Norms No. Type 28.3.D

Skilled

Labour (A)

day

2

Unit Quantity Rate

28.4.A

day

Amount Type

28.4.B

Unskilled

0

0 Hessian Jute

Labour (A)

0.04

0

Equipment (C)

Unit Quantity Rate

Labour (A)

Amount Type Unit Quantity Rate Amount Type For Bowl, Trowel and cum 0.38 #NAME? 0 #NAME? other T&P Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Material (B)

Unit Quantity Rate day

10

Amount Type 0

Equipment (C)

Unit Quantity Rate

0 Compost

cum 0.23

#NAME?

cum 0.7 #NAME? cum 0.46 #NAME? nos 1050 #NAME? Sub total of B = Sub total of A + B + C + D=

Amount Type For Wooden peg and #NAME? other T&P #NAME? #NAME? #NAME? #NAME? #NAME?

Unit Quantity Rate

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Unit Quantity Rate

28.4.C

day

Labour (A)

0.62

Material (B)

Amount Type 0

0 Wooden peg Seed

Sub total of A = 0 Sub total of A +B + C = #NAME?

5 sqm

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

1000 nos

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Direct sowing of tree seeds into polypots including seed treatment, by sowing one seed in half the pots and two seeds in the other half.

Unit Quantity Rate

Amount

Formworks (D)

Unit Quantity Rate

0 Seed

5 sqm

Formworks (D)

Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Preparing potting mix and filling polypots, including all Materials for container seedlings. [Note. 1 kg of 200 gauge polypots (4" x 7" laid flat)= 464 bags; 200 gauge black polythene is preferred]

Spec. cl. No: 2804 Norms No. Type

Description of Work:

Equipment (C)

Material (B)

Amount Type

Sub total of A = 0 Sub total of A +B + C = #NAME?

Unskilled

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Amount Type Unit Quantity Rate Amount Type Add 3 % of Labour sqm 10 #NAME? cost for Shovel, Pick 0 #NAME? axe and other T&P cum 6 #NAME? #NAME? cum 0.38 #NAME? #NAME? cum 1.46 #NAME? #NAME? cum 0.38 #NAME? #NAME? Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Soil Sand Polypots

Description of Work:

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

0

Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Tree seed sowing @ 10 gram per sqm. (medium sized seeds ) or 2 gram per sqm (very fine seeds) into seed beds including pre-sowing treatment.

Spec. cl. No: 2804 Norms No. Type

Spec. cl. No: 2804 Norms No. Type

#NAME? #NAME? #NAME? #NAME? #NAME? #NAME?

Material (B)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Unskilled

Add 3 % of Labour cost for Shovel, Pick #NAME? axe and other T&P

Nursery operation and management (bed preparation), Construction of beds for propagation of bamboo culm cuttings, including Materials and hessian cover. Bed is 100 cm wide x 30 cm high. The ground below the bed is dug to a depth of 30 cm. Bed is made with 10 cm unsieved soil and 20 cm high is formed around the edge.

Washed sand Compost Forest soil Gravel

Description of Work:

10 #NAME?

Equipment (C)

Unit Quantity Rate

Amount Type Unit Quantity Rate Amount Type For Sieve, Shovel and nos 1 #NAME? 0 #NAME? other T&P nos 1500 #NAME? #NAME? Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Pricking out young seedling and transplanting into polypots.

1000 nos

Formworks (D)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

1000 nos

Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Pricking out young seedling and transplanting into polypots. Spec. cl. No: 2804 Norms No. Type

Unit Quantity Rate

28.4.D

day

Unskilled

Labour (A)

0.18

Material (B)

Amount Type 0

Unit Quantity Rate

28.4.E

day

0 Wooden peg

Labour (A)

0.12

Material (B)

Amount Type 0

nos

Unit Quantity Rate

28.4.F

day

Description of Work:

28.4.G

Unskilled

Labour (A)

0.12

0

day

0.6

day

Equipment (C)

Amount Type Unit Quantity Rate Amount Type For Khukuri , Shovel sqm 0.3 #NAME? 0 #NAME? and other T&P Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Material (B)

Amount Type 0

Equipment (C)

Unit Quantity Rate

Amount Type Unit Quantity Rate Amount Type For Khanti and other nos 1000 #NAME? 0 #NAME? T&P Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

0 Hard wood cuttings

Labour (A)

0.7

Material (B)

Amount Type 0

Equipment (C)

Amount Type Unit Quantity Rate Amount Type For Khukuri and other sqm 2.7 #NAME? 0 T&P #NAME? Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

0 Hessian Jute

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

1 sqm Formworks (D)

Unit Quantity Rate

Unit Quantity Rate

28.5.B

day

Labour (A)

0.63

Material (B)

Amount Type 0

0 Hessian Jute

Sub total of A = 0 Sub total of A +B + C = #NAME?

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

1000 nos

Formworks (D)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Formworks (D)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Preparation of raised Materials for extraction from the nursery, Uprooting and preparing grass slips ready for site planting from nursery seedling.

Spec. cl. No: 2805 Norms No. Type

Amount

1000 nos

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Unit Quantity Rate

Preparation of raised Materials for extraction from the nursery, Grass culm cutting production from nursery stock: single or double node (e.g. napier)

28.5.A

Unskilled

Type 0

Unit Quantity Rate

0 Hessian Jute

Labour (A)

Unit Quantity Rate

Unit Quantity Rate

Description of Work:

Amount

Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Planting of hardwood cuttings of minimum length to 20 cm depth into prepared beds. Cutting spaced at centers within rows, with 20 cm between rows.

Spec. cl. No: 2805 Norms No. Type Unskilled

Unit Quantity Rate

Formworks (D)

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Amount Type

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Amount Type For Tray and other #NAME? T&P

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2804 Norms No. Type

1 #NAME?

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Transplanting grass slips into beds, from clumps. Slips are planted at 10 cm centers in row 25 cm apart.

Spec. cl. No: 2804 Norms No. Type Unskilled

Unit Quantity Rate

1000 nos

Equipment (C)

Unit Quantity Rate

0 Wooden peg

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Formworks (D)

Amount Type Unit Quantity Rate Amount Type For Tray and other nos 1 #NAME? 0 #NAME? T&P Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Pricking out young seedling and transplanting into beds.

Spec. cl. No: 2804 Norms No. Type Unskilled

Equipment (C)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

1000 nos

1000 nos Equipment (C)

Unit Quantity Rate

Amount Type Unit Quantity Rate Amount Type For Fork, Pick axe sqm 1.35 #NAME? Khukuri and other 0 #NAME? T&P Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Preparation of raised Materials for extraction from the nursery, Uprooting and preparing grass slips ready for site planting from nursery grass clumps raised from slips by vegetative propagation.

Formworks (D)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

1000 nos

Preparation of raised Materials for extraction from the nursery, Uprooting and preparing grass slips ready for site planting from nursery grass clumps raised from slips by vegetative propagation. Spec. cl. No: 2805 Norms No. Type

Unit Quantity Rate

28.5.C

day

Unskilled

Labour (A)

0.33

Material (B)

Amount Type 0

Amount Type Unit Quantity Rate Amount Type For Shovel and other sqm 4.2 #NAME? 0 #NAME? T&P Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

0 Hessian Jute

Unit Quantity Rate

28.6.A

day

Description of Work:

Labour (A)

0.12

Sub total of A = Sub total of A +B + C =

0 0

day

Labour (A)

0.12

Sub total of A = Sub total of A +B + C =

0 0

day

Description of Work:

Description of Work:

Spec. cl. No: 2807 Norms No.

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Labour (A)

0.1

Amount Type Unit Quantity Rate Amount Type For Hansia, Doko and 0 other T & P Sub total of B = Sub total of C = 0 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0

Sub total of A = Sub total of A +B + C =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Amount Type Unit Quantity Rate Amount Type For Shovel and other 0 T&P Sub total of B = Sub total of C = 0 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate Amount Type kg 2.5 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

0

Material (B)

Unit Quantity Rate day 5

Amount Type 0 0 Mulch Seed Sub total of A = 0 Sub total of A +B + C = #NAME?

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

0 0 0

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

100 sqm Equipment (C)

Unit Quantity Rate Amount Type cum 5 #NAME? #NAME? kg 2.5 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Equipment (C)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Direct seedling on site, Broadcasting grass seeds on slopes <40-45* including cover with long mulch, and jute netting of mesh size 300 mm * 500 mm. Seedling @25 g per sqm. Operation includes pegging with suitable live pegs or hardwood cutting (e.g. Simali) 1 m spacing, jute net of 6.75 m* size. Material (B)

Amount

Formworks (D)

Amount

Direct seedling on site, Broadcasting grass seeds on slopes <40o ;including cover with long mulch, seedling rate 25 g per sqm.

Labour (A)

0 0

100 sqm

Material (B)

Unit Quantity Rate Amount Type day 0.17 0 0 Seed Sub total of A = 0 Sub total of A +B + C = #NAME?

Labour (A)

Amount

Formworks (D)

Unit Quantity Rate

Direct seedling on site, Broadcasting grass seeds on slopes <40o; seedling rate 25 g per sqm. Labour (A)

0

1 cum Material (B)

0

0 0

Formworks (D)

Unit Quantity Rate

Amount Type 0

Amount

1 cum

Compost and mulch production, Turning compost once per month.

28.6.C

Spec. cl. No: 2807 Norms No. Type 28.7.B Unskilled

Amount Type Unit Quantity Rate Amount Type For Hansia, Doko and 0 other T & P Sub total of B = Sub total of C = 0 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0

Material (B)

0

Unit Quantity Rate

Description of Work:

1 cum Formworks (D)

Unit Quantity Rate

Amount Type 0

Spec. cl. No: 2805 Norms No. Type

Spec. cl. No: 2807 Norms No. Type 28.7.A Unskilled

Equipment (C)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Compost and mulch production, Compost production by collection and cutting of weeds and other vegetation such as tite pati, banmara etc., within 1 km of the road, including fine cutting and filling compost pit.

28.6.B

Unskilled

Amount Type 0

Unit Quantity Rate

Description of Work:

Material (B)

0

Spec. cl. No: 2805 Norms No. Type Unskilled

Unit Quantity Rate

Compost and mulch production, Mulch production by collection and cutting of weeds and other vegetation such as tite pati, banmara etc., within 1 km of the road, and stacking along roadside.

Spec. cl. No: 2805 Norms No. Type Unskilled

Formworks (D)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Equipment (C)

1000 nos

Formworks (D)

100 sqm

Norms No.

Type

Unit Quantity Rate

28.7.C

Unskilled

day

6.25

Amount Type 0

Unit Quantity Rate

0 Live pegs

cum

Jute net Mulch Seed

105 #NAME? #NAME? 5 #NAME? #NAME? #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

28.7.D

day

Labour (A)

Material (B)

1

Amount Type

Unit Quantity Rate

28.8.A

day

0

0 Seed

Labour (A)

0.2

0

Unit Quantity Rate

28.8.B

day

0 Hessian Jute

Labour (A)

0.35

Unit Quantity Rate

28.8.C

day

Material (B)

Amount Type 0

Equipment (C)

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Labour (A)

0.5

Material (B)

Amount Type 0

Equipment (C)

Unit Quantity Rate

Amount Type Unit Quantity Rate Amount Type For Ms rod or hard sqm 0.27 #NAME? wood peg and other 0 #NAME? T&P nos 100 #NAME? #NAME? Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Grass Cuttings

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

100 nos

Unit Quantity Rate

Unit Quantity Rate

Material (B)

Amount Type

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

100 nos

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Planting grass on site, Planting rooted grass slips on embankment slopes in plain areas, at spacing within the row. The first row is 0.75 m from the edge of the pavement and subsequent rows are spaced at intervals down the embankment. Labour (A)

Amount

Formworks (D)

Unit Quantity Rate

0 Hessian Jute

100 nos

Formworks (D)

Amount Type Unit Quantity Rate Amount Type For Ms rod or hard sqm 0.27 #NAME? wood peg and other 0 #NAME? T&P nos 100 #NAME? #NAME? Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

0 Hessian Jute

Amount

Formworks (D)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Unit Quantity Rate

Planting grass on site, Planting single node culm cutting of grass (e.g. napier) on fill slopes >45o Approx. length 15-, including digging planting hole 10- depth using a metal rod or hardwood peg.

Spec. cl. No: 2807 Norms No. Type

Spec. cl. No: 2807 Norms No. Type

Equipment (C)

Amount Type Unit Quantity Rate Amount Type For Ms rod or hard sqm 0.27 #NAME? wood peg and other 0 #NAME? T&P nos 100 #NAME? #NAME? Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Grass Cuttings

Unskilled

Formworks (D)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

100 sqm

Planting grass on site, Planting single node culm cutting of grass (e.g. napier) on fill slopes >45o Approx. length 15-, including digging planting hole 10- depth using a metal rod or hardwood peg.

Spec. cl. No: 2807 Norms No. Type

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Material (B)

Amount Type

Grass Cuttings

Unskilled

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Amount Type Unit Quantity Rate Amount Type For MS rod of 50 cm nos 3200 #NAME? length and other T & 0 #NAME? P Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Type 0

Planting grass on site, Planting single node culm cutting of grass (e.g. napier) on fill slopes<45 and embankment slopes in plain areas. Approx. length 15-, including digging planting hole 10 - 20 cm depth using a metal rod or hardwood peg.

Spec. cl. No: 2807 Norms No. Type Unskilled

Amount

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Unit Quantity Rate

Direct seedling on site, Sowing shrub or tree seeds on all slopes at 25 cm intervals, including digging planting holes to 5 cm depth and covering with soil. Two seeds per planting hole.

Spec. cl. No: 2807 Norms No. Type Unskilled

Amount Type For Khukuri, Mallet #NAME? and other T & P

cum cum kg 2.5

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

128 #NAME?

1 meter

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

28.8.D

Unskilled

day

0.02

0

0 Line string

m

Hessian Jute Grass slips/ no of drills Cuttings

sqm 0.27 #NAME? nos 11 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 2807 Norms No. Type 28.8.E

Unskilled

Labour (A)

Material (B)

Unit Quantity Rate day

0.2

Amount Type

28.8.F

Unskilled

0

0 Hessian Jute

28.8.G

Unskilled

Labour (A)

day

0.3

Amount Type 0

28.9.A

Unskilled

Amount Type Unit Quantity Rate Amount Type For Ms rod or hard sqm 0.27 #NAME? wood peg and other 0 #NAME? T&P nos 100 #NAME? #NAME? Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

0 Hessian Jute

Labour (A)

Material (B)

Unit Quantity Rate day

0.4

Amount Type 0

Unit Quantity Rate

Amount Type Unit Quantity Rate Amount Type For Ms rod or hard sqm 0.27 #NAME? wood peg and other 0 #NAME? T&P nos 100 #NAME? #NAME? Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

0 Hessian Jute

Unit Quantity Rate

Labour (A)

Material (B)

Unit Quantity Rate day

0.25

Amount Type 0

Equipment (C)

Unit Quantity Rate

Amount Type Unit Quantity Rate Amount Type For Khanti Mallet and cum 0.04 #NAME? 0 #NAME? other T&P nos 10 #NAME? #NAME? cum 0.05 #NAME? #NAME? nos 10 #NAME? #NAME? Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

0 Green mulch

Material (B)

Equipment (C)

1 sqm

Formworks (D)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

1 sqm

Formworks (D)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

10 nos

Formworks (D)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Planting shrub and tree seedling and cutting on site, Planting containerized tree and shrub seedlings, including pitting, transplanting, composting and mulching, on slopes < 30o . Pit size 30 cm diameter x depth mix Compost with soil and back fill into pit to 1/4 of the pit volume Labour (A)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Planting shrub and tree seedling and cutting on site, Planting containerized tree and shrub seedlings, including pitting, transplanting, composting and placing tree guards, on toe of embankment slopes in plain areas, not less than 8 m from the road center line. Pit size 30 cm diameter x depth. Compost volume 1/4 of the volume of the pit, mixed with original soil.

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Equipment (C)

1 sqm

Formworks (D)

Planting grass on site, Planting rooted grass slips on the slopes > 60o including preparation of slips on site. a max of 5 cm depth with metal rod or Operation includes digging planting hole to hard-wood peg, depending on the nature of the soil. The planting drills should be space

Tree guard Compost Seedling

Spec. cl. No: 2807 Norms No.

Equipment (C)

Unit Quantity Rate

Grass slips/ no of drills Cuttings

Description of Work:

Equipment (C)

Material (B)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2807 Norms No. Type

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Planting grass on site, Planting rooted grass slips on the slopes 45o - 60o including preparation of slips on site. a max of 5 cm depth with metal rod or Operation includes digging planting hole to hard-wood peg, depending on the nature of the soil. The planting drills should be space

Grass slips/ no of drills Cuttings

Description of Work:

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Amount Type Unit Quantity Rate Amount Type For Ms rod or hard sqm 0.27 #NAME? wood peg and other 0 #NAME? T&P nos 100 #NAME? #NAME? Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2807 Norms No. Type

#NAME? #NAME? #NAME? #NAME?

0

Unit Quantity Rate

Grass slips/ no of drills Cuttings

Description of Work:

For Ms rod or hard wood peg and other #NAME? T&P

Planting grass on site, Planting rooted grass slips on the slopes <45o including preparation of slips on site. a max of 5 cm depth with metal rod or Operation includes digging planting hole to hard-wood peg, depending on the nature of the soil. The planting drills should be space

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2807 Norms No. Type

1 #NAME?

Formworks (D)

10 nos

Norms No.

Type

Unit Quantity Rate

28.9.B

Unskilled

day

0.33

Amount Type 0

Unit Quantity Rate

0 Green mulch

cum 0.04

Compost Seedling

cum 0.05 #NAME? nos 10 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 2807 Norms No. Type 28.9.C

Unskilled

Labour (A)

28.9.D

Unskilled

day

0.4

Amount Type

28.9.E

Unskilled

0

0 Green mulch

Labour (A)

28.9.F

Unskilled

day

0.17

Amount Type 0

Equipment (C)

Material (B)

Unit Quantity Rate day

0.25

Amount Type 0

cum 0.04

#NAME?

cum 0.03 #NAME? nos 10 #NAME? Sub total of B = Sub total of A + B + C + D=

Amount Type Unit Quantity Rate For Khanti Doko and #NAME? other T&P #NAME? #NAME? #NAME? #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Unit Quantity Rate

Labour (A)

Material (B)

day

0.33

Amount Type 0

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Unit Quantity Rate

Amount Type

Equipment (C)

Amount Type

Unit Quantity Rate

10 nos

Formworks (D)

Equipment (C)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Amount Type Unit Quantity Rate Amount Type For Khanti Doko and cum 0.04 #NAME? 0 #NAME? other T&P cum 0.03 #NAME? #NAME? nos 10 #NAME? #NAME? Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Material (B)

10 nos

0

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Vegetative palisade construction, brush layering and fascines, Collection of hardwood for cuttings for planting Material (e.g. assuro, namdi phul, simali)from the sources within of the road. Material to be approx. 1 km in length and minimum 5 cm in diameter. Labour (A)

Amount

Formworks (D)

Unit Quantity Rate

0 Green mulch

10 nos

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Planting shrub and tree seedling and cutting on site, Planting rooted tree stump cutting and bare root seedlings, including pitting, transplanting, composting and mulching on slopes > 45o Pit size 10 cm diameter x depth. Compost volume 1/4 of volume of the pit mix with original soil. Unit Quantity Rate

Amount

Formworks (D)

Equipment (C)

Unit Quantity Rate

0 Green mulch

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Unit Quantity Rate

Planting shrub and tree seedling and cutting on site, Planting rooted tree stump cutting and bare root seedlings, including pitting, transplanting, composting and mulching on slopes <300 - 45o Pit size 10 cm diameter x depth. Compost volume 1/4 of volume of the pit mix with original soil. Labour (A)

10 nos

Formworks (D)

Amount Type Unit Quantity Rate Amount Type For Khanti Doko and cum 0.04 #NAME? 0 #NAME? other T&P cum 0.03 #NAME? #NAME? nos 10 #NAME? #NAME? Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

0 Green mulch

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Unit Quantity Rate

Compost Seedling

Spec. cl. No: 2897 Norms No. Type

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Equipment (C)

Material (B)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Unit Quantity Rate

Planting shrub and tree seedling and cutting on site, Planting rooted tree stump cutting and bare root seedlings, including pitting, transplanting, composting and mulching on slopes <300. Pit size 10 cm diameter x depth. Compost volume 1/4 of volume of the pit mix with original soil.

Compost Seedling

Spec. cl. No: 2807 Norms No. Type

Type 0

Amount Type Unit Quantity Rate Amount Type For Khanti Doko and cum 0.04 #NAME? 0 #NAME? other T&P cum 0.05 #NAME? #NAME? nos 10 #NAME? #NAME? Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Amount

Unit Quantity Rate

Compost Seedling

Spec. cl. No: 2807 Norms No. Type

#NAME? #NAME? #NAME? #NAME?

Material (B)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Amount Type Unit Quantity Rate For Khanti Doko and #NAME? other T&P

Planting shrub and tree seedling and cutting on site, Planting containerized tree and shrub seedlings, including pitting, transplanting, composting and mulching, on slopes 30o . - 400 Pit size 30 cm diameter x depth mix Compost with soil and back fill into pit to 1/4 of the pit volume

Compost Seedling

Spec. cl. No: 2807 Norms No. Type

#NAME?

1000 nos

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

28.10.A Unskilled

day

0.85

0

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2897 Norms No. Type 28.10.B Unskilled

For Khukuri and other T&P

0 Adequate supply of bushes Sub total of B = Sub total of A + B + C + D=

0 0

Description of Work:

28.10.C Unskilled

Labour (A)

Material (B)

Unit Quantity Rate day

0.17

Amount Type 0

0 Live peg

Labour (A)

Material (B)

Unit Quantity Rate day

0.12

Amount Type 0

28.10.D Unskilled

day

28.10.E Unskilled

Amount Type Unit Quantity Rate Amount Type For Crowbar and nos 20 #NAME? 0 #NAME? other T&P Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

0 Live peg

Labour (A)

0.06

Material (B)

Amount Type 0

0

Sub total of A = Sub total of A +B + C =

0 0

Description of Work:

28.11.A Unskilled

Amount Type Unit Quantity Rate Amount Type For Pick Axe, Shovel Crowbar and other 0 T&P Sub total of B = Sub total of C = 0 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0

Labour (A)

Material (B)

day

0.17

Amount Type 0

Description of Work:

Equipment (C)

Unit Quantity Rate

Amount Type Unit Quantity Rate Amount Type For Crowbar and m 8 #NAME? 0 #NAME? other T&P Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

0 Hard wood cutting of at least 1 m length

Labour (A)

Material (B)

Unit Quantity Rate day

0.36

Amount Type 0

Equipment (C)

Unit Quantity Rate

Amount Type Unit Quantity Rate Amount Type For bamboo 10 no kg 0.25 #NAME? sticks, Khukuri and 0 #NAME? other T&P Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

0 Raw Jute

Material (B)

Amount

1 meter

Formworks (D)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Amount

0 0 0

1 meter

Formworks (D)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

1 sqm

Formworks (D)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Jute netting works, Wide mesh jute netting for holding mulch on slopes. Spinning raw jute from 100% jute fiber into yarn and weaving the yarn into netting. Hand spun yarn 3 to 5 mm in diameter 1.20 m side and 11.2 m long. Mesh size 150 mm x 500 mm rectangular mesh and 0.25 kg/m at 1.20 m width. [Note A torso is the weaving shuttle, normally made from a split large bamboo culm.] Labour (A)

1 meter

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Jute netting works, Standard jute netting for bare slopes and under planting with slips. Spinning raw jute from 100% jute fiber into yarn and weaving the yarn into netting. Hand spun yarn 5 to 8 mm in diameter, width of net 1.20 meters warp strands 27 no per , mesh size 30-40 mm sq. and 1.25 kg/m weight at 1.20 m width.[Note A Toro is the weaving shuttle, bamboo culm.]normally made from a split large

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2808 Norms No.

Unit Quantity Rate

Vegetative palisade construction, brush layering and fascines, Laying of live fascines, using live hardwood cuttings of selected species(e.g. assuro, namdi phul, simali) of minimum length placed in bundles to give 4 running meters of cutting per meter of fascine, including backfilling of trench and careful compaction. Unit Quantity Rate

0

1 meter Equipment (C)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2808 Norms No. Type

Equipment (C)

Unit Quantity Rate

0 0

Formworks (D)

Vegetative palisade construction, brush layering and fascines, Site preparation for fascine laying: earth works in excavation of trench to 20 cm depth

Unit Quantity Rate

Description of Work:

Equipment (C)

Amount Type Unit Quantity Rate Amount Type For Crowbar and nos 20 #NAME? 0 #NAME? other T&P Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Vegetative palisade construction, brush layering and fascines, Preparation and planting of live pegs selected species(e.g. assuro, namdi phul, simali)of minimum length to 0.5 m depth into soft debris. Pegs spaced at 5- centers within rows, and interwoven with vegetation.

Spec. cl. No: 2897 Norms No. Type

Spec. cl. No: 2897 Norms No. Type

Sub total of D = Norms Rate = Unit Rate =

0 0

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

0

Sub total of C = Contractor's overhead expenses 15% =

Vegetative palisade construction, brush layering and fascines, Preparation and planting of live pegs selected species(e.g. assuro, namdi phul, simali)of minimum length to 0.5 m depth into hard ground. Pegs spaced at centers within rows, and interwoven with vegetation.

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2897 Norms No. Type

0 0

Formworks (D)

1 sqm

Norms No.

Type

28.11.B Unskilled

Unit Quantity Rate day

0.15

Amount Type 0

Unit Quantity Rate

Amount Type Unit Quantity Rate Amount Type For bamboo 10 no kg 0.25 #NAME? sticks, Khukuri and 0 #NAME? other T&P Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

0 Raw Jute

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 2808 Norms No. Type 28.11.C Unskilled

Labour (A)

Material (B)

Unit Quantity Rate day

0.15

Amount Type 0

Amount Type Unit Quantity Rate Amount Type For Ms rod, Mallet nos 5 #NAME? 0 #NAME? and other T&P sqm 0.25 #NAME? #NAME? Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

0 Hardwood Cuttings or split bamboo pegs

Unit Quantity Rate

28.11.D Unskilled

day

Labour (A)

0.1

Material (B)

Amount Type 0

0 cut mulch

Material (B)

Unit Quantity Rate day

0.82

Amount Type 0

sqm 0.8

GI wire

Description of Work:

28.12.B Skilled

#NAME?

Amount Type Unit Quantity Rate For Pick Axe, Shovel #NAME? and other T&P

4 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

Labour (A)

day

0.55

Amount

Type

Unit Quantity Rate

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate

Unit Quantity Rate day

0.36

1 meter

Material (B)

Amount Type 0

0 MS rod

Sub total of A = 0 Sub total of A +B + C = #NAME?

Equipment (C)

Unit Quantity Rate m

2 #NAME?

Amount Type For Sledge hammer #NAME? and other T&P

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Gabion bolster cylinders, Anchoring bolster: 12 mm dia MS re-bar cut into 2 m lengths for anchorage and placed at intervals

28.12.C Unskilled

1 meter

Formworks (D)

Amount Type Unit Quantity Rate Amount Type For Gabion frame and sqm 0.4 #NAME? 0 #NAME? other T&P cum 0.09 #NAME? #NAME? Kg 2 #NAME? #NAME? Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

0 Black Polythene

Labour (A)

Amount

0

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2809 Norms No. Type

1 meter

Formworks (D)

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Amount Type 0

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Gabion bolster cylinders, Providing and laying 30 cm dia gabion bolsters panels: 70 x 100mm hexagonal mesh wire (10 swg frame and 12 Swg mesh) including Earthwork excavation filling with boulder, back filling all complete as per Drawing and Technical Specifications. Unit Quantity Rate

1 sqm

Kg

Boulder/ Stone GI wire

Description of Work:

Equipment (C)

Unit Quantity Rate

0 Black Polythene

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2809 Norms No. Type

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Gabion bolster cylinders, Providing and laying 60 cm dia gabion bolsters panels: 70 x 100 mm hexagonal mesh wire (10 swg frame and 12 Swg mesh) including Earthwork excavation filling with boulder, back filling all complete as per Drawing and Technical Specifications. Labour (A)

Amount

Formworks (D)

Amount Type Unit Quantity Rate Amount Type For Ms rod, Mallet cum 0.05 #NAME? 0 #NAME? and other T&P sqm 1 #NAME? #NAME? Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Woven Jute

28.12.A Unskilled

Equipment (C)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Unit Quantity Rate

Jute netting works, Placing 150 x 500 mm mesh jute netting to hold mulch on slopes, including application of mulch and pegging with live hardwood cutting or split bamboo pegs and loosening tension so that the net hugs the slope throughout.

Spec. cl. No: 2808 Norms No. Type

1 sqm

Formworks (D)

Unit Quantity Rate

Woven Jute

Spec. cl. No: 2809 Norms No. Type

Equipment (C)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Jute netting works, Placing 30-40 mm square mesh jute netting on bare slopes (for later under planting with grass slips), including pegging with live hardwood cutting or split bamboo pegs and loosening tension so that the net hugs the slope throughout.

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Unit Quantity Rate

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME?

Unit Rate = #NAME? Description of Work:

Gabion bolster cylinders, Providing and laying of terram paper (geotextile)

Spec. cl. No: 2809 Norms No. Type

Unit Quantity Rate

28.12.D Unskilled

day

Labour (A)

0.36

1 meter Material (B)

Amount Type 0

Unit Quantity Rate

0 Terram paper

sqm 1.15

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Unit Quantity Rate

28.13.A Unskilled

day

Labour (A)

0.36

Unit Quantity Rate

28.14.A Unskilled

day

28.14.B Unskilled

Description of Work:

Description of Work:

Spec. cl. No: 2812 Norms No. Type 28.14.D Unskilled Skilled

Amount

Type

Unit Quantity Rate

0

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Labour (A)

0.05

Amount Type Unit Quantity Rate Amount Type For Sledge hammer meter 2.2 #NAME? 0 #NAME? and other T&P Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Unit Quantity Rate

Amount Type 0

Sub total of A = Sub total of A +B + C =

0 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Amount Type For Sledge hammer and other T&P 0 0

Formworks (D)

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Labour (A)

day

0.04

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Material (B)

Equipment (C)

Unit Quantity Rate

0 Chemical manures

kg

Amount Type

Amount

Add 3 % of Labour cost for Sledge 7 #NAME? hammer and other #NAME? T&P

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Type

Unit Quantity Rate

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type KL 12 #NAME? #NAME? Tractor-trolley hour 1 0 0 cum 0.18 #NAME? #NAME? Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Material (B)

Amount Type 0 0 Cost of water for 3 months 0 0 Jute netting, open weave, 2.5 cm square opening Bitumen Emulsion

Equipment (C)

Unit Quantity Rate Amount Type KL 84 #NAME? #NAME? Tractor-trolley sqm 264 #NAME? #NAME? liter 55.2 #NAME? #NAME?

Unit Quantity Rate hour 2.4

10 sqm

Formworks (D)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Turfing, Seeding and Mulching, Providing required material, Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of 0.23 liters per sqm and laying and fixing jute netting, including watering for 3 months all as per specification Labour (A)

Amount

0

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Unit Quantity Rate Amount Type day 3 0 0 Cost of water day 0.12 0 0 Farm yard manure Sub total of A = 0 Sub total of A +B + C = #NAME?

Unit Quantity Rate day 10 day 1

0

Formworks (D)

Unit Quantity Rate

Turfing, Turfing with Sods, Providing, furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering. Labour (A)

0 0

100 sqm

Amount Type 0

Amount

0

Turfing, Providing and Spreading manure on the grass turf.

Unit Quantity Rate

Amount

1 sqm

Material (B)

0

1 meter

Formworks (D)

Unit Quantity Rate

0 Bamboo

Amount

0

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Amount Type

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2812 Norms No. Type 28.14.C Unskilled Skilled

Unit Quantity Rate

Turfing, Grass sodding works including sod cutting , transporting , placing in position and water sprinkling (Lead upto 10 m).

Spec. cl. No: 2812 Norms No. Type

Description of Work:

Amount Type For Sledge hammer #NAME? and other T&P

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2812 Norms No. Type

#NAME?

Formworks (D)

Bamboo tree guards, Providing and weaving bamboo tree guards using bamboo poles as uprights: 1.60 m in height ; and weaving split bamboo with the outer wall intact around the posts. Dimension of the guard are 0.60 m diameter x 1.30 high.

Spec. cl. No: 2810 Norms No. Type

Description of Work:

Equipment (C)

240 sqm

Formworks (D)

Amount 0

Type 0

Unit Quantity Rate

Amount

Sludge/Farm yard manure Seeds

cum 0.43 #NAME? kg 3.6 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 2812 Norms No. Type 25.15 Unskilled Skilled

Description of Work:

Spec. cl. No: 2812 Norms No. Type 28.16.i Unskilled Skilled

Description of Work:

Spec. cl. No: 2812 Norms No. Type 28.16.ii Unskilled Skilled

Description of Work:

Spec. cl. No: 2812 Norms No. Type 28.17 Unskilled Skilled

#NAME? #NAME? #NAME? #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Spreading of Sludge Farm Yard Manure or/and good Earth, Providing and Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be paid for separately) Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 1 0 0 day 0.04 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type

0 0

15 cum

Formworks (D)

Unit Quantity Rate

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Grassing with ' Doobs' Grass, Providing and grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed, In rows 15 cm apart in either direction Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 10 0 0 Doob grass day 1 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

Equipment (C)

Unit Quantity Rate Amount Type kg 500 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

500 sqm

Amount

500 sqm Material (B)

Unit Quantity Rate Amount Type day 14 0 0 Doob grass day 2 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

Equipment (C)

Unit Quantity Rate Amount Type kg 1000 #NAME? #NAME? Water tanker Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate hour 6

Formworks (D)

Amount 0

Type

Unit Quantity Rate

Amount

0

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Making Lawns including Ploughing and Dragging, Providing and making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying Doobs grass roots and planting at 15 cm apart, including supplying and spreading 1000 sqm of farm yard manure at rate of 0.18 cum per 100 sqm Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 15 0 0 Fine grass day 2 0 0 manure Sub total of A = 0 Sub total of A +B + C = #NAME?

Equipment (C)

Formworks (D)

Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type kg 1000 #NAME? #NAME? Tractor with tiller hour 6 0 0 cum 1.8 #NAME? #NAME? Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Maintenance of Lawns or Turfing of Slopes, Regular Maintenance of lawns or Turfing of slopes (rough grassing) for a period of one year including watering etc. Spec. cl. No: 2811 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 28.18 Unskilled (Mali) day 10 0 0 Cost of water KL 90 #NAME? #NAME? Sub total of A = Sub total of B = #NAME? Sub total of C = 0 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Description of Work:

0

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Unit Quantity Rate

100 sqm Formworks (D)

Unit Quantity Rate

Labour (A)

Material (B)

Amount Type 0 0 Fine grass 0 0 Manure

Equipment (C)

Unit Quantity Rate Amount Type kg 1000 #NAME? #NAME? Tractor with tiller cum 6 #NAME? #NAME?

Unit Quantity Rate hour 6

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Turfing Lawns with Fine Grassing including Ploughing, Dressing, Providing and Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying Doobs grass roots at 10 cm apart, including supplying and spreading of farm yard manure at rate of 0.6 cum per 100 sqm Unit Quantity Rate day 30 day 3

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Description of Work:

Spec. cl. No: 2812 Norms No. Type 28.19 Unskilled Skilled

0 0

Formworks (D)

Unit Quantity Rate

Grassing with ' Doobs' Grass, In rows 7.5 cm apart in either direction Labour (A)

Amount

1000 sqm

Formworks (D)

Amount 0

Type 0

Unit Quantity Rate

Amount

Sub total of A = 0 Sub total of A +B + C = #NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Description of Work:

Maintenance of Lawns with Fine Grassing for the First Year, Regular Maintenance of lawns with fine grassing for the first year including watering etc. Spec. cl. No: 2811 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 28.20' Unskilled (Mali) day 10 0 0 Cost of water KL 60 #NAME? #NAME? Sub total of A = Sub total of B = #NAME? Sub total of C = 0 0 Sub total of A +B + C = #NAME? Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Description of Work:

Spec. cl. No: 2807 Norms No. Type 28.21.a Unskilled Skilled

Description of Work:

Spec. cl. No: 2807 Norms No. Type 28.21.b Unskilled Skilled

Description of Work:

Description of Work:

Spec. cl. No: 2807 Norms No. Type 28.22.b Unskilled Skilled

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Planting and Maintaining of Permanent Hedges, Providing and Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 100 meter metres and supplying and planting hedge plants at 30 cm apart Labour (A)

Material (B)

Unit Quantity Rate day 14 day 1

Amount Type 0 0 Cost of water 0 0 Pesticide Manure Hedge plants Sub total of A = 0 Sub total of A +B + C = #NAME?

Equipment (C)

Unit KL kg cum nos

Quantity Rate Amount Type 3 #NAME? #NAME? 0.25 #NAME? #NAME? 4.67 #NAME? #NAME? 2x340 #NAME? #VALUE! Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Labour (A)

Unit Quantity Rate day 30 day 3

100 meter

Material (B)

0 0

Amount Type 0 Hedge plants 0 Cost of water Pesticide Manure

Equipment (C)

Unit Quantity Rate Amount Type nos 68 #NAME? #NAME? KL 30 #NAME? #NAME? kg 0.5 #NAME? #NAME? cum 2 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Labour (A)

Material (B)

Amount Type 0 0 Cost of water 0 0 Pesticide Manure sludge/Farm yard manure Shrubs Plants Sub total of A = 0 Sub total of A +B + C = #NAME?

Equipment (C)

Unit Quantity Rate Amount Type KL 36 #NAME? #NAME? kg 0.5 #NAME? #NAME? cum 63.64 #NAME? #NAME? nos 800 #NAME? #NAME? nos 200 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

1000 meter

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Unit Quantity Rate day 365 day 36

Material (B)

0 0

Sub total of A =

Amount Type 0 Pesticides 0 Shrubs Plants Replacement of casualties @ 10 per cent Cost of water Manure Sludge / farm yard manure at site 0

1 km Equipment (C)

Unit Quantity Rate Amount Type kg 1.5 #NAME? #NAME? nos 80 #NAME? #NAME? nos 20 #NAME? #NAME? KL cum

180 #NAME? #NAME? 10 #NAME? #NAME? Sub total of B = #NAME?

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Planting and Maintaining of Flowering Plants and Shrubs, Providing and Maintenance of flowering plants and shrubs in central verge for one year Labour (A)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Planting and Maintaining of Flowering Plants and Shrubs, Providing and planting flowering plants and shrubs in central verge (200 plants and 800 shrubs in two rows in one km length of road where width of verge is 3 m and above.)

Unit Quantity Rate day 12 day 2

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Planting and Maintaining of Permanent Hedges, Maintenance of hedge for one year

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2807 Norms No. Type 28.22.a Unskilled Skilled

100 sqm Formworks (D)

Unit Quantity Rate

Sub total of C =

Formworks (D)

Amount

Type

0

Unit Quantity Rate

Sub total of D =

Amount

0

Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 2807 Norms No. Type 28.23 Unskilled Skilled

Sub total of A + B + C + D= #NAME?

Spec. cl. No: 2811 Norms No. Type 28.24 Unskilled Skilled

Description of Work:

Spec. cl. No: 2811 Norms No. Type 28.25 Unskilled Skilled

Labour (A)

Material (B)

Unit Quantity Rate day 17 day 2

0 0

Amount Type 0 Cost of water 0 Pesticide Farm yard manure Sapling 2 m high 25 mm dia

Spec. cl. No: 2811 Norms No. Type 28.26 Unskilled Skilled

Description of Work:

Spec. cl. No: 2811 Norms No. Type 28.27 Unskilled Skilled (Blacksmith)

Spec. cl. No: 2811 Norms No.

Unit Quantity Rate

Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 15 0 0 Cost of water day 1 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

Material (B)

Unit Quantity Rate day 6 day 3

0 0

Amount Type 0 Sand 0 Cement Brick

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Unit Quantity Rate

Labour (A)

Material (B)

Amount

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

Material (B)

Unit Quantity Rate day 1

0

day

0

1

Amount Type 0 Rivets 6 mm dia and 10 mm in length

Type

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

0 MS sheet 50 x 0.5 mm

kg

Empty bitumen drum

nos

2 #NAME?

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Amount

#NAME?

5 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Material (B)

5 nos

Formworks (D)

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Making Tree Guard 53 cm dia and 2 meter height as per Design from empty bitumen drums, Providing and making tree guard 53 cm dia and 2 metres high as per design from empty bitumen drums, slit suitably to permit sun and air, ( supplied by the department at stock issue rate) including providing and fixing four legs 40 cm long of 30 x 3 mm MS riveted to tree guard and providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets complete in all respects Labour (A)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate Amount Type nos 110 #NAME? #NAME?

1000 meter

Formworks (D)

Amount

Making Tree Guard 53 cm dia and 1.3 meter height as per Design from empty bitumen drums, Providing and making tree guard 53 cm dia and 1.3 m high as per design from empty bitumen drum, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets, complete in all respect Labour (A)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate Amount Type nos 5000 #NAME? #NAME?

10 nos

Formworks (D)

Edging with 2nd Class Bricks, Laid Dry Lengthwise, Providing and edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Unit Quantity Rate Amount Type day 8 0 0 Brick day 8 0 0 Sub total of A = 0 Sub total of A +B + C = #NAME?

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate Amount Type cum 0.3 #NAME? #NAME? tonne 0.1 #NAME? #NAME? nos 2300 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

500 sqm

Formworks (D)

Amount

Half Brick Circular Tree Guard, in 2nd Class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground, Providing and laying half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 (1 cement 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete Labour (A)

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Unit Quantity Rate Amount Type KL 15 #NAME? #NAME?

10 nos

Formworks (D)

Renovation Lawns including, Weeding, Forking the Ground, Top Dressing with Forked Soil, Renovation lawns including, weeding, forking the ground, top dressing with forked soil, watering and maintenance the lawns, for 30 days or more, till the grass forms a thick lawn, free from weeds, and fit for moving and disposal of rubbish as directed, including supplying good earth, if needed but excluding the cost of well decayed farm yard manure

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Equipment (C)

Unit Quantity Rate Amount Type KL 12 #NAME? #NAME? kg 0.5 #NAME? #NAME? cum 0.94 #NAME? #NAME? nos 10 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Norms Rate = #NAME? Unit Rate = #NAME?

Planting of Trees and their Maintenance for one Year, Providing and Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Contractor's overhead expenses 15% = #NAME?

Equipment (C)

Formworks (D)

5 nos

Norms No. 28.28

Type Unskilled Skilled (Blacksmith)

Unit Quantity Rate day 1

0

day

0

1

Amount Type 0 MS plate 30 x 3 mm

Unit Quantity Rate Amount Type kg 6.5 #NAME? #NAME?

0 Rivets 6 mm dia and 10 mm in length

nos

MS sheet 50 x 0.5 mm Empty bitumen drum

2 #NAME? 5 #NAME? Sub total of B = Sub total of A + B + C + D=

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

Spec. cl. No: 2811 Norms No. Type 28.29 Unskilled Skilled (Blacksmith/ welder)

Spec. cl. No: 2811 Norms No. Type 28.30' Unskilled Skilled (Blacksmith)

Labour (A)

Description of Work:

28.31

Unit Quantity Rate

day

0

kg

3

0 Angle, tees, channels etc.

Amount Type 0

100 kg

Formworks (D)

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Amount

105 #NAME?

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Tree Guard with MS Iron, Providing and fixing MS iron tree guard 60 cm dia and 2 meter high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects. Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate day 3

Amount Type 0 0 For riveting, bolting and welding accessories

Unit Quantity Rate

day

0

0 MS iron 25 x 3 mm

kg

MS iron 25 x 6 mm

kg

3

96 #NAME?

Amount Type 0 Tractor-trolley

10 nos

Formworks (D)

Unit Quantity Rate hour 6

Amount 0

Type 0 Painting two coats including priming

Unit Quantity Rate sqm 17.7

Amount 0

Labour (A)

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Unit Quantity Rate 0

Skilled (Blacksmith/ welder)

day

8

0

Amount Type Add 5 per cent of cost of Material for riveting, bolting and 0 welding accessories

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

0 Steel wire 3 mm dia

Equipment (C)

Unit Quantity Rate

MS iron 25 x 3 mm MS angle 30 x 30 x 3 mm

Unit Quantity Rate hour

6

Amount 0

Type

Unit Quantity Rate

0 Painting two coats including priming

sqm 1.5

Amount 0

180 #NAME? 135 #NAME? Sub total of B = Sub total of A + B + C + D=

#NAME? #NAME? #NAME? #NAME? #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Labour (A)

Material (B)

Amount Type 0 0 Cost of water 0 0 Pesticides for maintenance

For Maintenance for one year

Pesticides for planting day day

25 3

0 0

Sub total of A =

0 Decayed farm yard/sludge manure (maintenance) 0 Decayed farm yard/sludge manure (planting) Sapling 1 to 1.5 m high 2 cm dia stem 0

Equipment (C)

Unit Quantity Rate Amount Type KL 18 #NAME? #NAME? Dozer kg 1.5 #NAME? #NAME? kg

0

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Compensatory Afforestation, Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 m by grubbing and leveling the ground upto a depth of 150 mm, digging holes 0.9 m dia, 1 m deep, mixing farm yard/sludge manure with soil, planting of sapling 2 m high with 25 cm dia stem, backfilling the hole and watering Unit Quantity Rate day 50 day 5

10 nos

Formworks (D)

60 #NAME?

kg kg

Sub total of A = 0 Sub total of A +B + C = #NAME?

Amount Type 0 Tractor-trolley

kg

0

#NAME?

192 #NAME? #NAME? Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Tree Guard with MS Angle Iron and Steel Wire, Providing and fixing tree guard 0.60 meter square, 2.00 meter high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire 3 mm dia welded and fabricated as per design in two halves bolted together

8

Unskilled Skilled Planting

Amount

#NAME?

day

Description of Work:

Unit Quantity Rate

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Amount Type 0 0 For welding rods and other welding accessories

Unskilled

Spec. cl. No: 2807 Norms No. Type 28.32 Unskilled Skilled

Type

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Unit Quantity Rate day 3

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2800 Norms No. Type

#NAME? #NAME? #NAME? #NAME? #NAME?

Amount

Wrought Iron and Mild Steel Welded Work, Providing Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately

Sub total of A = 0 Sub total of A +B + C = #NAME?

Description of Work:

250 #NAME?

kg nos

Unit Quantity Rate

0.5

Unit Quantity Rate hour 12

10000 sqm

Formworks (D)

Amount

Type

0

0

Sub total of C =

0

Unit Quantity Rate

Amount

#NAME?

cum 4 #NAME? cum 60.9 #NAME? nos 319 #NAME? Sub total of B =

#NAME? #NAME? #NAME? #NAME? #NAME?

Sub total of D =

0

Sub total of A +B + C = #NAME?

Description of Work:

Sub total of A + B + C + D= #NAME?

Unit Quantity Rate

29.15

Unskilled

day

5.00

0

0 Emulsion

Skilled

day

1.00

0

0

Labour (A)

Material (B)

Amount Type

5000 sqm

Equipment (C)

Unit Quantity Rate tonne 4.00

Sub total of A = 0 Sub total of A +B + C = #NAME?

#NAME?

Amount Type Bitumen emulsion #NAME? pressure distributor Air compressor Mechanical broom

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Formworks (D)

Unit Quantity Rate tonne 6.00

Amount 0

Type

Unit Quantity Rate

Unit Quantity Rate

29.15_a Unskilled

day

9.00

0

0 Crushed stone grit 3 mm

day

2.00

0

0 Emulsion

Labour (A)

hour 6.00 0 0 hour 6.00 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Material (B)

Amount Type

Sub total of A = Sub total of A +B + C =

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Equipment (C)

Amount Type Unit Quantity Rate Amount Bitumen emulsion cum 13.00 0 tonne 6.00 0 0 pressure distributor tonne 4.40 0 hour 6.00 0 0 Air compressor Mechanical broom hour 6.00 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Type

Unit Quantity Rate

Description of Work:

Spec. cl. No: 2902 Norms No. Type 29.1.A Unskilled Skilled

0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Description of Work:

Spec. cl. No: 2902 Norms No. Type 29.1.B Unskilled Skilled

Labour (A)

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Sub total of B = Sub total of A + B + C + D=

Amount Type 0 Maintenance of tools 0 Tools and plants 0 0 0 0

Unit Quantity Rate

Labour (A)

Amount Type 0 0 First aid 0 0 Insurance Training ARMP fuel Sub total of A = 0 Sub total of A +B + C = 0

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Sub total of B = Sub total of A + B + C + D=

Amount Type 0 Maintenance of tools 0 Tools and plants 0 0 0 0

Amount

Unit Quantity Rate

Sub total of C = Contractor's overhead expenses 15% =

0 0 0 1 Km day

Equipment (C)

Unit Quantity Rate

0

0 0

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

0 0

Formworks (D)

Amount

Maintenance, Carryout Routine ( regular maintenance) of Black top/ Gravel road in Hilly area as per Technical Specifications and direction of the Engineer,

Unit Quantity Rate day 0.33 day 0.05

Amount

1 Km day

Equipment (C)

Unit Quantity Rate

0

Formworks (D)

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Amount Type 0 0 First aid 0 0 Insurance Training ARMP fuel Sub total of A = 0 Sub total of A +B + C = 0

0 0

10 meter Equipment (C)

Maintenance,Carryout Routine ( regular maintenance) of Black top/ Gravel road in plain area ( Terai) as per Technical Specifications and direction of the Engineer,

Unit Quantity Rate day 0.2 day 0.05

Amount

0

Description of Work:

Hill Side Drain Clearance, Removal of earth from the choked hill side drain and disposing it on the valley side manually Spec. cl. No: 2900, 900 Labour (A) Material (B) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Assuming muck causing choking of drain to be 0.2 cum per 29.18 Unskilled day 1.00 0 0 meter, quantity of earth to be removed for 10 metres = 2 cum Skilled day 1.00 0 0 Sub total of A = Sub total of B = 0 0 Sub total of A +B + C = Sub total of A + B + C + D= 0 0

5000 sqm

Formworks (D)

Unit Quantity Rate

0 0

Amount

0

Fog Spray, Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing., In case it is decided by the engineer to blind the fog spray.

Spec. cl. No: 2903 Norms No. Type

Skilled

Norms Rate = #NAME? Unit Rate = #NAME?

Fog Spray, Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing.

Spec. cl. No: 2903 Norms No. Type

Description of Work:

Contractor's overhead expenses 15% = #NAME?

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0 0

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0 0

Description of Work:

Spec. cl. No: 2900 Norms No. Type

29.3

Unskilled

Skilled

20 20 km per year

Maintenance, Carryout Routine ( regular maintenance) of Black top/ Gravel road in Hilly area as per Technical Specifications and direction of the Engineer, Labour (A)

Material (B)

Unit Quantity Rate

day

day

3285

365

Amount Type

Equipment (C)

Unit Quantity Rate

Amount Type

0

as per site Bitumen emulsion for tack coat including vertical sides of pot condition 0 tonne hole. / requirem ents

0

0

as per site condition tonne / requirem ents

0

0 Bitumen VG 10 or similar

Formworks (D)

Unit Quantity Rate

Amount

as per Smooth wheeled roller hour requirem ents

0 #VALUE!

Tipper

as per hour requirem ents

0 #VALUE!

Hot mix plant

as per hour requirem ents

0 #VALUE!

Air compressor

as per hour requirem ents

0 #VALUE!

Description of Work:

Crushed stone aggregates nominal size 11.2 mm

Crushed stone aggregates nominal size 13.2 mm

as per site condition cum / requirem ents

#VALUE!

0 #VALUE!

Description of Work:

Spec. cl. No: 2909 Norms No. Type 29.5 Unskilled Skilled

Description of Work:

Spec. cl. No: 2909 Norms No. Type 29.6 Unskilled Skilled

Sub total of B = #VALUE! Sub total of A + B + C + D= #VALUE!

0

Sub total of C = #VALUE! Contractor's overhead expenses 15% = #VALUE!

Sub total of D = 0 Norms Rate = #VALUE! Unit Rate = #VALUE!

Restoration of Rain Cuts. Providing and restoration of rain cuts in embankment slopes as per specification and direction of the Engineer. Labour (A)

1 cum

Material (B)

Unit Quantity Rate Amount Type day 0.75 0 0 day 0.1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate

Amount Type

Sub total of B = Sub total of A + B + C + D=

Formworks (D)

Unit Quantity Rate

Amount

Sub total of C = Contractor's overhead expenses 15% =

0 0

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Providing and restoration of rain cuts with surrounding material benching for 300 mm width, laying fresh Material in layers not exceeding 250 mm and compacting to restore the original alignment, levels and slopes as per Technical Specification and direction of the Engineer.Manual means Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 6.24 0 0 Compensation for earth Taken from private land day 0.04 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate cum 7.5

Amount Type 0 0 Plate compactor

Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate hour 3

Labour (A)

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Amount Type 0 0 Compensation for earth Taken from private land

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

day

0

1

0

Equipment (C)

Unit Quantity Rate cum 37.5

Amount Type 0 0 Plate compactor Tipper

Unit Quantity Rate hour 15 1.4* hour L+2.1

Amount

0 0 0

10 cum

Formworks (D)

Amount

Providing and restoration of rain cuts benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting to restore the original alignment, levels and slopes as per Specification and direction of the Engineer., Mechanical Means including conveyance of earth from other surrounding area with lead Unit Quantity Rate day 15

Amount

#VALUE!

Tools and plants maintenance etc.

Spec. cl. No: 2909 Norms No. Type 29.4 Unskilled Skilled

Unit Quantity Rate

#VALUE!

as per site condition cum #NAME? / requirem ents

Sub total of A = 0 Sub total of A +B + C = #VALUE!

Type

Amount

0 0 0

50

Formworks (D)

Amount 0

Type 0

0 #VALUE!

Unit Quantity Rate

Amount

Excavator Sub total of A = 0 Sub total of A +B + C = #VALUE!

Description of Work:

Spec. cl. No: 2906 Norms No. Type 29.7 Unskilled Skilled

Description of Work:

Description of Work:

Spec. cl. No: 2904 Norms No. Type 29.9 Unskilled Skilled

Labour (A)

Description of Work:

Unit Quantity Rate day 30 day 2

0 0

Sub total of D = 0 Norms Rate = #VALUE! Unit Rate = #VALUE!

Equipment (C)

Amount Type 0 Compensation for earth Taken from private land 0

Unit Quantity Rate cum 192

0

Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type 0 Plate compactor Tipper Excavator 0 0

Labour (A)

Unit Quantity Rate Amount hour 24 0 hour 6 0 hour 6 0 Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Unit Quantity Rate Amount Type day 4.00 0 0 day 0.10 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Type

Unit Quantity Rate

Amount Type Plate compactor

Sub total of B = Sub total of A + B + C + D=

0 0

Unit Quantity Rate hour 6.00

Sub total of D = Norms Rate = Unit Rate =

0 0

Unit Quantity Rate day 15.00 day 1.00

0 0

Type 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Amount Type 0 Compensation for Gravel 0

Unit Quantity Rate cum 57.60

0

Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type 0 Plate compactor Tipper Excavator 0 0

Labour (A)

Quantity Rate Amount 15.00 0 3.00 0 0.75 0 Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Unit hour hour hour

0 0

Unit Quantity Rate cum 2.99 cum 4.98

25 - 10 mm 45%

cum 8.96

37.5 - 25 mm 15% Grading (1) (40 mm nominal size) Volume of aggregate 29.86 / 1.5 = 19.90 cum Bitumen for BM @ 3.5% by weight of mix = 30.94 x 3.5 / 100 = 1.082 Total = 215.77 Sides = 28.27 Bottom = 187.5 Emulsion ( Tack coat @ 0.6 lit/sqm) Emulsion ( for primer @ 1 lit /sqm including side slope) Assume 5% area need to repair

cum 2.99

Amount Type 0 0 Smooth wheeled roller 0 0 Mixture machine Emulsion pressure 0 0 distributor 0 0 Compressor

tonne 1.08

0

tonne 0.13 tonne 0.22

0 0

0 0

Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0

50 cum

Type

Unit Quantity Rate

Amount

0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Amount Type 0 0 5 mm and below 15% 0 0 10 - 5 mm 25%

Amount

Formworks (D)

Maintenance of bituminous surface road with Emulsion, Providing required material and repair to pot holes including removal of failed material, trimming the sides to vertical , leveling the bottom, cleaning, filled with 75 mm Bituminous macadam applying bitumen /emulsion prime coat and tack coat as per Technical Specifications and direction of the Engineer. Unit Quantity Rate day 20.00 day 1.00

0

Formworks (D)

Amount 0

Material (B)

0 0

100 sqm

Providing, laying and restoration of rain cuts with gravel or river bed Material , benching for 300 mm width, laying fresh Material in layers not exceeding 250 mm and compacting to restore the original alignment, levels and slopes as per Technical specifications and direction of the Engineer., Mechanical Means including conveyance of river bed gravel with lead Labour (A)

Amount

0 0 0

Equipment (C)

Unit Quantity Rate

1000

Formworks (D)

Maintenance of Earth Shoulder (stripping excess soil), Stripping excess soil from the shoulder surface to achieve the approved level and compacting as per Technical Specifications and direction of the Engineer.

Sub total of A = Sub total of A +B + C =

Description of Work:

2 0 0 Sub total of C = #VALUE! Contractor's overhead expenses 15% = #VALUE!

Material (B)

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2903 Norms No. Type 29.10.i Unskilled Skilled

hour

Maintenance of Earthen Shoulder (filling with fresh soil), Providing and making up loss of Material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting as per Technical Specification and direction of the Engineer.

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2906 Norms No. Type 29.8 Unskilled Skilled

Sub total of B = 0 Sub total of A + B + C + D= #VALUE!

0 0 0

14.06 cum

Formworks (D)

Unit Quantity Rate hour 6.00 hour 6.00

Amount

Type

0 0

0 0

hour 6.00

0

0

hour 6.00

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Amount

0

Sub total of D = Norms Rate = Unit Rate =

Maintenance of bituminous surface road with Emulsion, Providing required material and repair pot holes including removal of loose material, trimming of sides, cleaning of surface applying tack coat , 20 mm thick pre-mix carpet and seal coat with bitumen emulsion as per Technical Specifications and direction of the Engineer.

0 0 0

200

Spec. cl. No: 2903 Norms No. Type 29.10.ii Unskilled Skilled

Maintenance of bituminous surface road with Emulsion, Providing required material and repair pot holes including removal of loose material, trimming of sides, cleaning of surface applying tack coat , 20 mm thick pre-mix carpet and seal coat with bitumen emulsion as per Technical Specifications and direction of the Engineer. Labour (A)

Material (B)

Unit Quantity Rate day 18.00

Amount Type 0 0 Crushed sand passing 2.36 mm

day

0

2.00

Description of Work:

Spec. cl. No: 2903 Norms No. Type 29.11.A Skilled Unskilled

0 Crushed stone aggregate 13.2 mm to 5.6 mm

0 0

Description of Work:

Labour (A)

Unit Quantity Rate day 1.00 day 6.00

Material (B)

0 0

Amount Type 0 Bitumen or emulsion ( for prime and tack coat) 0 Bitumen Crushed stone aggregates nominal size 5 mm Crushed stone aggregates nominal size 13.2 mm

Description of Work:

Labour (A)

Description of Work:

Unit Quantity Rate

Amount

0 0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

0 0 0

600 sqm

Formworks (D)

Unit tonne tonne cum cum

Quantity Rate Amount Type Unit Quantity Rate Amount Type 0.36 0 0 0 0 Smooth wheeled roller hour 6.00 1.08 0 hour 6.00 0 0 0 Tipper /tractor 6.48 #NAME? #NAME? Hot mix plant hour 1.00 0 0 12.96 0 hour 6.00 0 0 0 Air compressor Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Material (B)

Unit Quantity Rate

Amount Type

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

1.00

0

0 5 mm and below 40 per cent

cum 9.30

#NAME?

day

8.00

0

0 10-5 mm 23 per cent 20-10 mm 35 per cent Grading I - 19 mm(Nominal size) Aggregates emulsion for tack coat Bitumen

cum 5.35 cum 8.14

#NAME? #NAME? Tipper #NAME? #NAME? Hot mix plant Air compressor

#NAME?

Smooth wheeled roller hour 6.00

tonne 0.25 0 0 tonne 1.83 0 0 Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Formworks (D)

Unit Quantity Rate

day

hour 6.00 hour 1.00 hour 6.00

Amount

Type

0

0

0 0 0

0 0 0

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = 0

Filling Pot-holes and Patch Repairs with Bituminous concrete, 40 mm., Providing required material and repair the pot holes including removal of failed material, trimming and finishing the surface applying tack coat on the sides and base of excavation , backfilling with hot bituminous Material and compaction as per Technical Specification and instruction of the Engineer., Grading-II 13 mm (Nominal size) Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Equipment (C)

Unit Quantity Rate

Amount Type

1.00

0

0 5 mm and Below 43 per cent

cum 10.00

#NAME?

day

8.00

0

0 10-5 mm 25 per cent 13.2-10 mm 30 per cent Grading-II 13 mm (Nominal size) Aggregates emulsion for tack coat Bitumen

cum 5.82 cum 6.98

#NAME? #NAME? Tipper #NAME? #NAME? Hot mix plant Air compressor

#NAME?

Smooth wheeled roller hour 6.00

tonne 0.25 0 0 tonne 1.83 0 0 Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Formworks (D)

Unit Quantity Rate

day

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2903 Norms No. Type 29.12 Unskilled

Type

Filling Pot-holes and Patch Repairs with Bituminous concrete, 40 mm., Providing required material and repair the pot holes including removal of failed material, trimming and finishing the surface applying tack coat on the sides and base of excavation , backfilling with hot bituminous Material and compaction as per Technical Specification and instruction of the Engineer., Grading I - 19 mm(Nominal size)

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2903 Norms No. Type 29.11.B_ Skilled b Unskilled

Amount Type Unit Quantity Rate Amount 0 0 0 Smooth wheeled roller hour 6.00 Emulsion pressure cum 5.40 0 hour 6.00 0 0 distributor tonne 0.70 0 hour 6.00 0 0 Air compressor Concrete mixer / hour 6.00 0 mixing plant Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Filling Pot-holes and Patch Repairs with open-Graded Premix surfacing, 20 mm., Providing required material and repair the the pot holes including removal of failed material, trimming and finishing the surface applying tack coat on the sides and base of excavation , backfilling with hot bituminous Material and compaction as per Technical Specification and instruction of the Engineer.

Sub total of A = 0 Sub total of A +B + C = #NAME?

Spec. cl. No: 2903 Norms No. Type 29.11.B_ Skilled a Unskilled

Formworks (D)

Unit Quantity Rate cum 1.20

Emulsion

Sub total of A = Sub total of A +B + C =

Equipment (C)

200

hour 6.00 hour 1.00 hour 6.00

Amount

Type

0

0

0 0 0

0 0 0

Unit Quantity Rate

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = 0 1000 meter

Crack Filling, Providing and filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3 mm as per Technical Specifications and instruction of the Engineer Labour (A)

Unit Quantity Rate day 4.00

Material (B)

0

Amount Type 0 Stone crusher dust

Equipment (C)

Unit Quantity Rate cum 0.05

Amount Type 0

0

Unit Quantity Rate

Amount

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

Skilled

Description of Work:

Spec. cl. No: 2903 Norms No. Type 29.13 Unskilled Skilled

Description of Work:

Spec. cl. No: 2903 Norms No. Type 29.14.I Unskilled Skilled

day

1.00 0 Sub total of A = Sub total of A +B + C =

0 Slow-curing bitumen emulsion

Kg

80.00 0 Sub total of B = Sub total of A + B + C + D=

0 0

Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 5.00 0 0 Stone crusher dust finer than 3 mm day 1.00 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Labour (A)

Unit Quantity Rate day 6.00 day 1.00

0 0

Labour (A)

0 0

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit KL tonne cum

Quantity Rate 6.00 1.75 51.00

Amount Type Unit Quantity Rate Amount 0 hour 6.00 0 0 Pneumatic roller 0 hour 6.00 0 0 Tipper 0 hour 6.00 0 0 Loader Mobile slurry seal tonne 9.52 0 hour 6.00 0 0 equipment Air compressor hour 6.00 0 Mechanical broom hour 6.00 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Unit Quantity Rate day 8.00 day 1.00

Material (B)

0 0

Amount Type 0 Cost of water 0 Filler ( @ 2%)

Amount Type Unit Quantity Rate Amount hour 6.00 0 0 Tipper hour 6.00 0 0 Loader Mobile slurry seal cum 37.50 0 hour 6.00 0 0 equipment tonne 8.20 0 hour 6.00 0 0 Air compressor Mechanical broom hour 6.00 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

0 0

0 0

Labour (A)

Material (B)

Amount Type 0 0 Cost of water 0 0 Filler ( @ 2 %)

Sub total of A = 0 Sub total of A +B + C = #NAME?

Unit Quantity Rate

Material (B)

Sub total of D = Norms Rate = Unit Rate =

0 0

Amount

0 0 0

100 sqm

Formworks (D)

Type

Unit Quantity Rate

Amount

0 0 0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Equipment (C)

3500 sqm

0 0

0 0 0

1200 sqm

Formworks (D)

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Crack Prevention Courses, Stress Absorbing Membrane (SAM) crack width less than 6 mm, Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder , sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates as per Drawing and Technical Specifications. Labour (A)

0

0

Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type KL 6.00 #NAME? #NAME? Tipper hour 6.00 0 0 tonne 0.80 #NAME? #NAME? Loader hour 6.00 0 0 Mobile slurry seal cum 22.00 #NAME? hour 6.00 0 0 #NAME? equipment tonne 6.40 #NAME? #NAME? Air compressor hour 6.00 0 0 Mechanical broom hour 6.00 0 0 Sub total of B = #NAME? Sub total of C = 0 Sub total of A + B + C + D= #NAME? Contractor's overhead expenses 15% = #NAME?

Emulsion ( @ 16 %)

0 0

0 0 0

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface, 1.5 mm thickness Unit Quantity Rate day 6.00 day 1.00

Amount

Formworks (D)

Type

Equipment (C)

Unit Quantity Rate KL 6.00 tonne 1.40

Fine aggregate 2.36 mm and below (@82 %

Description of Work:

Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate

0

Formworks (D)

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface, 3 mm thickness

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2903 Norms No.

0

Material (B)

Amount Type 0 0 Cost of water 0 0 Filler ( @ 2 %) Fine aggregate 4.75 mm and below ( @ 87 %)

Emulsion ( @ 13 %)

Spec. cl. No: Norms No. Type 29.14.III Unskilled Skilled

Amount Type 0

0 0

3500 sqm

Equipment (C)

Unit Quantity Rate cum 9.00

Fine aggregate 3 mm and below ( @ 85 %)

Description of Work:

Sub total of D = Norms Rate = Unit Rate =

0 0

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface, 5 mm thickness

Sub total of A = Sub total of A +B + C =

Description of Work:

Sub total of C = Contractor's overhead expenses 15% =

Dusting, Providing and applying crusher dust to areas of road where bleeding of excess bitumen has occurred as per Technical Specifications and direction of the Engineer.

Emulsion ( @ 11 % of mix , i.e. 40* 0.11*2.2)

Spec. cl. No: 2903 Norms No. Type 29.14.II Unskilled Skilled

0 0 0

Formworks (D)

5000 sqm

Norms No.

Type

Unit Quantity Rate

29.16.I

Unskilled

day

6.00

0

0 Crushed stone aggregates 5.6 mm size

Skilled

day

1.00

0

0 Modified binder

Amount Type

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2903 Norms No. Type 29.16.II Unskilled Skilled

Description of Work:

29.16.III Skilled Unskilled

Description of Work:

Unskilled

Description of Work:

0

Material (B)

Amount Type

day

6.00

0

0 Crushed stone chipping 11.2 mm size

day

1.00

0

0 Modified binder

Type

Unit Quantity Rate

Amount

0 0 0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

0 0 0

Formworks (D)

Unit Quantity Rate

Amount Type Unit Quantity Rate Amount Smooth wheeled road cum 53.00 0 hour 6.00 0 roller 0 Hydraulic Chip tonne 6.00 0 hour 6.00 0 0 spreader Bitumen pressure hour 6.00 0 distributor Air compressor hour 6.00 0 Mechanical broom hour 6.00 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

0 0

Type

Unit Quantity Rate

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

day

2.00

0

0 Crushed stone aggregates 11.2 mm size

day

6.00

0

0 Modified binder

0 0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Amount Type Unit Quantity Rate Amount Smooth wheeled road cum 63.00 0 hour 6.00 0 0 roller Hydraulic Chip tonne 8.00 0 hour 6.00 0 0 spreader Bitumen pressure hour 6.00 0 distributor Air compressor hour 6.00 0 Mechanical broom hour 6.00 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

Type

Labour (A)

Material (B)

Amount Type 0 0 Geotextile

day

0

20.00

Unit Quantity Rate

0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Type

Labour (A)

Material (B)

Amount Type

Amount Type

Unit Quantity Rate

0

3500 sqm

Unit Quantity Rate

Amount

0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

0 0

0

Surface Dressing for maintenance works., Providing and laying surfacing dressing as wearing course in single coat using gravel of specified size for maintenance / repair works as per Technical Specification and instruction of the Engineer., :-19 mm nominal chipping size Unit Quantity Rate

Amount

Formworks (D)

Amount Type Unit Quantity Rate Amount 0 hour 6.00 0 0 Pneumatic roller Bitumen pressure tonne 4.42 0 tonne 6.00 0 0 distributor Air compressor hour 6.00 0 Mechanical broom hour 6.00 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

0 0

5000 sqm

0

Equipment (C)

Unit Quantity Rate sqm 3850.00

0 Bitumen

0

0

Crack Prevention Courses, Bitumen Impregnated Geotextile, Providing and laying a bitumen impregnated geotextile layer after cleaning the road surface, geotextile conforming to requirements of section 2400, laid over a tack coat with 1.05 kg per sqm of paving grade bitumen and constructed as per Drawing and Technical specifications. Unit Quantity Rate day 5.00

0 0

Formworks (D)

Unit Quantity Rate

0 0

Amount

0

Crack Prevention Courses, Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 %, Providing and laying a single coat of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 % after cleaning with a mechanical broom, using modified binder , sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished as per Drawing and Technical specifications.

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2903 Norms No. Type

0 0

Labour (A)

Unit Quantity Rate

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2903 Norms No. Type 29.16.IV Skilled

Amount Type Unit Quantity Rate Amount Smooth wheeled road hour 6.00 0 0 roller Hydraulic Chip tonne 4.80 0 hour 6.00 0 0 spreader Bitumen pressure hour 6.00 0 distributor Air compressor hour 6.00 0 Mechanical broom hour 6.00 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 cum 53.00

Crack Prevention Courses, Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm, Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying , sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates as per Drawing and Technical 5000 sqm specifications.

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2903 Norms No. Type

Unit Quantity Rate

0 0 0

500 sqm

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

29.17.I

Skilled

day

11.00

0

0 Crushed stone chipping 19 mm nominal size

cum 7.50

0

Unskilled

day

87.00

0

0 Bitumen

tonne 0.60

0

Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 2903 Norms No. Type 29.17.II Skilled Unskilled

Description of Work:

29.17.III Skilled Unskilled

Labour (A)

Material (B)

Unit Quantity Rate

Amount Type

Description of Work:

29.17.IV Skilled Unskilled

0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

day

10.00

0

0 Crushed stone chipping 13 mm nominal size

day

58.00

0

0 Bitumen

Equipment (C)

Amount Type Unit Quantity Rate Amount Add: 0.5 per cent of cum 7.50 0 0 (a) Labour for T&P tonne 0.75 0 hour 6.00 0 0 Vibratory roller Bitumen boiler hour 6.00 0 Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0

0 0

Type

Labour (A)

Material (B)

Amount Type

10.00

0

0 Crushed stone chipping, 9.5 mm nominal size

day

58.00

0

0 Bitumen

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Material (B)

Unit Quantity Rate

Amount Type

day

10.00

0

0 Crushed stone chippings 6 mm nominal size

day

58.00

0

0 Bitumen

Sub total of A = Sub total of A +B + C =

0 0

Equipment (C)

Amount Type Unit Quantity Rate Amount Add: 0.5 per cent of 0 (a) Labour for T&P tonne 0.64 0 hour 6.00 0 0 Vibratory roller Bitumen boiler oil hour 6.00 0 fired Sub total of B = Sub total of C = 0 Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0

0

850 sqm

Unit Quantity Rate

Amount

Sub total of D = 0 Norms Rate = #VALUE! Unit Rate = #VALUE!

850 sqm

Type

Unit Quantity Rate

Amount

0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Description of Work:

Land Slide Clearance in soil, Clearance of land slides in soil and ordinary rock by a bull-dozer and disposal of the same on the valley side Spec. cl. No: 2900 ,900 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type 29.19.A Unskilled day 3.00 0 0 Dozer hour 6.00 0 0 Skilled day 1.00 0 0 Sub total of A = Sub total of B = Sub total of C = 0 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0 0

0 0 0

500 cum Formworks (D)

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Description of Work:

Land Slide Clearance in soil, Clearance of land slides in soil and ordinary rock by a Loader and disposal of the same on the valley side or loaded to a truck. Spec. cl. No: 2900 ,900 Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate 29.19.B Unskilled day 1.00 0 0 Loader hour 6.00

0 0

Formworks (D)

Unit Quantity Rate cum 3.40

Amount

Formworks (D)

Amount Type Unit Quantity Rate Amount Type Add: 0.5 per cent of cum 6.80 0 . 5_a 0 #VALUE! 0 (a) Labour for T&P tonne 0.77 0 hour 6.00 0 0 0 Vibratory roller Bitumen boiler oil hour 6.00 0 0 fired Sub total of B = Sub total of C = #VALUE! 0 Sub total of A + B + C + D= #VALUE! Contractor's overhead expenses 15% = #VALUE!

Surface Dressing for maintenance works., Providing and laying surfacing dressing as wearing course in single coat using gravel of specified size for maintenance / repair works as per Technical Specification and instruction of the Engineer., 6 mm nominal size chipping Labour (A)

750 sqm

0 0

Unit Quantity Rate

day

0

0

Surface Dressing for maintenance works., Providing and laying surfacing dressing as wearing course in single coat using gravel of specified size for maintenance / repair works as per Technical Specification and instruction of the Engineer., 9.5 mm nominal size chipping Unit Quantity Rate

0 0

Formworks (D)

Unit Quantity Rate

Sub total of A = 0 Sub total of A +B + C = #VALUE!

Spec. cl. No: 2903 Norms No. Type

0

hour 6.00 0 Bitumen boiler hour 6.00 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

Surface Dressing for maintenance works., Providing and laying surfacing dressing as wearing course in single coat using gravel of specified size for maintenance / repair works as per Technical Specification and instruction of the Engineer., 13 mm nominal size chipping

Sub total of A = Sub total of A +B + C =

Spec. cl. No: 2903 Norms No. Type

Sub total of B = Sub total of A + B + C + D=

0 0

Add: 0.5 per cent of 0 (a) Labour for T&P 0 Vibratory roller

Amount

0 0 0

300 cum Formworks (D)

Amount 0

Type 0

Unit Quantity Rate

Amount

Skilled

day

1.00 0 Sub total of A = Sub total of A +B + C =

0 Sub total of B = Sub total of A + B + C + D=

0 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Description of Work:

Landslide Clearance in Hard Rock Requiring Blasting, Clearing of land slide in hard rock requiring blasting for 50 per cent of the boulders and disposal of the same on the valley side. Spec. cl. No: N/A Labour (A) Material (B) Equipment (C) Norms No. Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount Type Unit Quantity Rate Amount 29.20" Unskilled day 2.00 0 0 Electric Detonators nos 70.00 0 Skilled day 1.00 0 0 Galantine kg 17.50 0 ( Driller/Blaster) Air compressor hour 6.00 0 Dozer hour 6.00 0 Sub total of A = Sub total of B = Sub total of C = 0 0 Sub total of A +B + C = Sub total of A + B + C + D= Contractor's overhead expenses 15% = 0 0

Description of Work:

Spec. cl. No: N/A Norms No. Type 29.21.A Unskilled Skilled

Description of Work:

Spec. cl. No: N/A Norms No. Type 29.22.A Unskilled Supervisor

Labour (A)

100 cum

Type

Unit Quantity Rate

0 0 0 Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Sub total of B = Sub total of A + B + C + D=

Amount Type Dozer / Loader 0 0

Unit Quantity Rate hour 6.00

Unit Quantity Rate day 72.00 day 2.88

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Amount Type 0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

0

Amount

0 0 0

1 km

Material (B)

0 0

0 0

Formworks (D)

Amount

Carryout Routine using Labour based method for Local road as per direction of the Engineer,, District Road , Rural road class "A" Labour (A)

Amount

0

1500 cum

Material (B)

Unit Quantity Rate

0

Formworks (D)

Snow Clearance on Roads with Dozer, Snow clearance from road surface by a machine and disposing it on the valley side

Unit Quantity Rate Amount Type day 2.00 0 0 day 1.00 0 0 Sub total of A = 0 Sub total of A +B + C = 0

0 0

Amount Type Maintenance of tools Tools and plants

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0 0

Assuming each worker takes charge of routine maintenance of 2 km road streatch and works 12 days per month for class "A" road Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: N/A Norms No. Type 29.22.B Unskilled Supervisor

Sub total of B = Sub total of A + B + C + D=

0 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Carryout Routine using Labour based method for Local road as per direction of the Engineer,, Village Road , Rural road class "B" Labour (A)

Unit Quantity Rate day 36.00 day 1.44

Equipment (C)

Unit Quantity Rate

0

1 km

Material (B)

Amount Type 0 0 0 0

0 0

Amount Type Maintenance of tools Tools and plants

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0 0

Assuming each worker takes charge of routine maintenance of 2 km road streatch and works 6 days per month for class "B" road Sub total of A = Sub total of A +B + C =

0 0

Sub total of B = Sub total of A + B + C + D=

0 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate =

0 0

Unit Rate = Description of Work:

Spec. cl. No: N/A Norms No. Type 29.22.C Unskilled Supervisor

Carryout Routine using Labour based method for Local road as per direction of the Engineer,, Main Trail , Rural road Class "C" Labour (A)

Unit Quantity Rate day 18.00 day 0.72

1

Material (B)

0 0

Amount Type 0 0

Equipment (C)

Unit Quantity Rate

0

Amount Type Maintenance of tools Tools and plants

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0 0

Assuming each worker takes charge of routine maintenance of 2 km road streatch and works 3 days per month for class "C" road Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: N/A Norms No. Type 29.22.C Unskilled Supervisor

Sub total of B = Sub total of A + B + C + D=

0 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

0 0

Carryout Routine using Labour based method for Local road as per direction of the Engineer,, Village Trail , Rural road Class "D" Labour (A)

Unit Quantity Rate day 9.00 day 0.36

Equipment (C)

Unit Quantity Rate

0

1

Material (B)

Amount Type 0 0 0 0

0 0

Amount Type Maintenance of tools Tools and plants

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0 0

Assuming each worker takes charge of routine maintenance of 2 km road streatch and works 1.5 days per month for class "D" road Sub total of A = Sub total of A +B + C =

Description of Work:

Spec. cl. No: 3003 Norms No. Type 30.1.I Unskilled Skilled

Description of Work:

Spec. cl. No: 3003 Norms No. Type 30.1.II Unskilled Skilled

Description of Work:

Spec. cl. No: 3000 Norms No.

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Excavation of pits/trenches for sub-surface Geo-technical investigation in mixed soil and lifting of material all complete (Length & breath depending upon working condition) as per direction of the Engineer., Depth up to 3 m Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 7 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type

0 0

Unit Quantity Rate

Labour (A)

Material (B)

Formworks (D)

Amount

Sub total of C = Contractor's overhead expenses 15% =

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type

0 0

Unit Quantity Rate

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Equipment (C)

Amount

0 0 0

10 cum

Formworks (D)

Amount

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Mobilisation and Demobilisation of drilling / Boring equipments, accessories, etc for sub-surface Geo-technical investigation as per direction ., BT Surfaced Road, Speed with load : 15 km / hour. Labour (A)

0

10 cum

Excavation of pits/trenches for sub-surface Geo-technical investigation in mixed soil and lifting of material all complete (Length & breath depending upon working condition) as per direction of the Engineer., Depth up to 3 - 4.5 m

Unit Quantity Rate Amount Type day 9 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

0 0

Amount

0 0 0

50 km-job Formworks (D)

Norms No.

30.2.i

Type

Unit Quantity Rate

Engineer / Technician for installation/ dismantle of boring equipment

day

3

0

0

Unskilled for installation of drilling / boring equipment for day first bore hole loading un loading

6

0

0

Unskilled for transportation from road head to investigation site

day

6

0

0

day

2

0

0

2 0 Sub total of A = Sub total of A +B + C =

0

Unskilled for loading and unloading Skilled

Description of Work:

Spec. cl. No: 3000 Norms No. Type

30.2.ii

Engineer / Technician for installation/ dismantle of boring equipment

Amount Type

day

Labour (A)

0 0

Material (B)

Unit Quantity Rate

day

4.5

Amount Type

0

0

0

0

Unskilled for transportation from road head to investigation site

day

9

0

0

day

3

0

0

3 0 Sub total of A = Sub total of A +B + C =

0

Description of Work:

Sub total of B = Sub total of A + B + C + D=

Unit Quantity Rate

hour

8

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Mobilisation and Demobilisation of drilling / Boring equipments, accessories, etc for sub-surface Geo-technical investigation as per direction ., Gravelled Road, Speed with load : 15 km / hour.

9

Spec. cl. No: 3000 Norms No. Type

Amount Type

Truck

0 0

Unskilled for installation of drilling / boring equipment for day first bore hole loading un loading

Unskilled for loading and unloading Skilled

Unit Quantity Rate

day

Equipment (C)

Unit Quantity Rate

Amount Type

Truck

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

12

Labour (A)

Material (B)

Amount Type

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

0

50 km-job

Mobilisation and Demobilisation of drilling / Boring equipments, accessories, etc for sub-surface Geo-technical investigation as per direction ., Earthen road, Speed with load : 15 km / hour.

Unit Quantity Rate

0 0

Formworks (D)

Unit Quantity Rate

hour

Amount

Amount

0 0 0

50 km-job Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

30.2.iii

Engineer / Technician for installation/ dismantle of boring equipment

day

6

0

0

Unskilled for installation of drilling / boring equipment for day first bore hole loading un loading

12

0

0

Unskilled for transportation from road head to investigation site

day

12

0

0

day

6

0

0

6 0 Sub total of A = Sub total of A +B + C =

0

Unskilled for loading and unloading Skilled

Description of Work:

Spec. cl. No: 3000 Norms No. Type 30.3 Technician Unskilled Skilled

Description of Work:

day

Labour (A)

0 0

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

16

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

Technician

day

Sub total of B = Sub total of A + B + C + D=

0 0

Amount

Sub total of C = Contractor's overhead expenses 15% =

semi skilled Unskilled

day day

Material (B)

1

Amount Type 0

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

2 0 4 0 Sub total of A = Sub total of A +B + C =

KL

1

0

Amount Type Auger / percussion 0 drilling set

8

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Unit Quantity Rate

30.4.ii

Technician

day

Sub total of B = Sub total of A + B + C + D=

0 0

semi skilled Unskilled

day day

Labour (A)

1.2

0 0

Material (B)

Amount Type 0

2.4 0 4.8 0 Sub total of A = Sub total of A +B + C =

0

Amount

0 0 Sub total of D = Norms Rate = Unit Rate =

Bore with shell and auger or by percussion method in all soils other than rock to a depth below ground level complete as directed by the Engineer., Depth below bed level 5.0 m - 10 m

Spec. cl. No: 3000 Norms No. Type

0 0

Formworks (D)

Unit Quantity Rate hour

Amount

5 meter

Equipment (C)

Unit Quantity Rate

0 water

0

Formworks (D)

Unit Quantity Rate

Bore with shell and auger or by percussion method in all soils other than rock to a depth below ground level complete as directed by the Engineer., Depth below bed level upto 5.0 m Labour (A)

0 0

2 nos

Material (B)

Unit Quantity Rate Amount Type day 3 0 0 day 3 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

30.4.i

Description of Work:

Sub total of B = Sub total of A + B + C + D=

0 0

hour

Erect dismantle and move boring rig with drilling equipments at each bore hole complete as directed by the Engineer..

Spec. cl. No: 3000 Norms No. Type

Description of Work:

Truck

0 water

KL

1.2

Amount Type Auger / percussion 0 0 drilling set

Formworks (D)

Unit Quantity Rate hour 9.6

0

5 meter

Equipment (C)

Unit Quantity Rate

0 0

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Amount

0 0 0 0

Sub total of B = Sub total of A + B + C + D=

0 0

Bore with shell and auger or by percussion method in all soils other than rock to a depth below ground level complete as directed by the Engineer., Depth below bed level 10 m - 15m

Sub total of D = Norms Rate = Unit Rate =

0 0 0

5 meter

Bore with shell and auger or by percussion method in all soils other than rock to a depth below ground level complete as directed by the Engineer., Depth below bed level 10 m - 15m Spec. cl. No: 3000 Norms No. Type

Unit Quantity Rate

30.4.iii

Technician

day

semi skilled Unskilled

day day

Description of Work:

Labour (A)

1.4

Unit Quantity Rate

Technician

day

semi skilled Unskilled

day day

1.6

day

0.5

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

0 0

Sub total of D = Norms Rate = Unit Rate =

KL

1.6

0

Amount Type Auger / percussion 0 drilling set

Unit Quantity Rate hour 12.8

Amount

Type 0

Sub total of B = Sub total of A + B + C + D=

0 0

0 0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

0 Core box

meter

0 Drill bit 0 water

nos. 0.3 KL

5

Amount Type 0

0 2 0 Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type

day day

1.1 0 3.3 0 Sub total of A = Sub total of A +B + C =

0 0 0 0 0

Rotary drill

hour

4

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

0 Core box

meter 5.5

0 Drill bit 0 water

nos. 0.3 KL 2.2

Amount Type 0

0 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0

Labour (A)

hour 4.4

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

day day day

0.6

Amount Type 0

1.2 0 3.6 0 Sub total of A = Sub total of A +B + C =

0 Core box

meter

0 Drill bit 0 water

nos. 0.3 KL 2.4

0 0

6

Amount Type 0

0 0 Sub total of B = Sub total of A + B + C + D=

0 0 0 0 0

hour 4.8

0 0 0

Unit Quantity Rate

Amount

0 0 0

5 meter Formworks (D)

Unit Quantity Rate

Rotary drill

Amount

5 meter

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

0

Formworks (D)

Unit Quantity Rate

Rotary drill

0 0

5 meter

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, soft Soil, Depth below bed level 10 m - 15m

Unit Quantity Rate

Amount

Formworks (D)

Unit Quantity Rate

Material (B)

0

0

0 0

Labour (A)

0.6

0 0

5 meter

0

Material (B)

0

Amount

Formworks (D)

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, soft Soil, Depth below bed level 5.0 m - 10 m

day

Description of Work:

Type

Equipment (C)

Unit Quantity Rate

0 water

Amount Type

1 0 3 0 Sub total of A = Sub total of A +B + C =

Unit Quantity Rate

Spec. cl. No: 3000

Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type 0

day day

30.5.A.ii Technician

semi skilled Unskilled

hour 11.2

Amount

0 0

Labour (A)

Spec. cl. No: 3000 Norms No. Type

Description of Work:

1.4

Formworks (D)

Unit Quantity Rate

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, soft Soil, Depth below bed level upto 5.0 M

30.5.A.i Technician

Spec. cl. No: 3000 Norms No. Type 30.5.A.ii Technician i

KL

Amount Type Auger / percussion 0 0 drilling set

Material (B)

3.2 0 6.4 0 Sub total of A = Sub total of A +B + C =

Unit Quantity Rate

semi skilled Unskilled

0 water

Labour (A)

Spec. cl. No: 3000 Norms No. Type

Description of Work:

Equipment (C)

Unit Quantity Rate

Bore with shell and auger or by percussion method in all soils other than rock to a depth below ground level complete as directed by the Engineer., Depth below bed level 15 m - 20 m

30.4.iv

semi skilled Unskilled

0

2.8 0 5.6 0 Sub total of A = Sub total of A +B + C =

Spec. cl. No: 3000 Norms No. Type

Description of Work:

Material (B)

Amount Type

5 meter

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, soft Soil, Depth below bed level 15 m - 20 m

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

5 meter

Norms No.

Labour (A)

Type

30.5.A.iv Technician semi skilled Unskilled

Description of Work:

Material (B)

Unit Quantity Rate day

0.7

0

day day

1.3 0 3.9 0 Sub total of A = Sub total of A +B + C =

Unit Quantity Rate

30.5.A.v Technician

day

Description of Work:

0.7

day day

1.4 0 4.2 0 Sub total of A = Sub total of A +B + C =

0.8

hour 5.2

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

0 Core box

meter

0 Drill bit 0 water

nos. 0.4 KL 2.8

7

Amount Type 0

0 0 Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type 0

day day

1.5 0 4.5 0 Sub total of A = Sub total of A +B + C =

0 0 0 0 0

Unit Quantity Rate

Rotary drill

hour 5.6

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

0 Core box

meter 7.5

0 Drill bit 0 water

nos. 0.4 KL

Amount Type 0

0 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0

hour

day

Labour (A)

6

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

1

Amount Type 0

Unit Quantity Rate

day day

1 0 8 0 Sub total of A = Sub total of A +B + C =

Unit Quantity Rate meter

0 Drill bit 0 water

nos. KL

5

Amount Type 0

1 0 2 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0

hour

Unit Quantity Rate

Unit Quantity Rate

30.5.B.ii Technician

day

Labour (A)

8

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

1.1

day day

Material (B)

Amount Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0

1.1 0 8.8 0 Sub total of A = Sub total of A +B + C =

Equipment (C)

Unit Quantity Rate

0 Core box

meter 5.5

0 Drill bit 0 water

nos. 1.1 KL 2.2

Amount Type 0

0 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0

hour 8.8

Amount

Type

0

0

Material (B)

Sub total of C = Contractor's overhead expenses 15% =

0 0

Equipment (C)

0 0 0

Amount

0 0 0

5 meter

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, Soil ( gravel BMS etc), Depth below bed level 10 m - 15m Labour (A)

Amount

Formworks (D)

Unit Quantity Rate

Rotary drill

0

5 meter

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, Soil ( gravel BMS etc), Depth below bed level 5.0 m - 10 m

Spec. cl. No: 3000 Norms No. Type

0 0

Formworks (D)

Unit Quantity Rate

Rotary drill

Amount

5 meter

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

0 Core box

0

Formworks (D)

Unit Quantity Rate

Rotary drill

0 0

5 meter

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Amount

Formworks (D)

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, Soil ( gravel BMS etc), Depth below bed level upto 5.0 M

Unit Quantity Rate

Description of Work:

0 0 0 0 0

Rotary drill

Material (B)

30.5.B.i Technician

Spec. cl. No: 3000 Norms No.

0 0 Sub total of B = Sub total of A + B + C + D=

0 0

Labour (A)

Spec. cl. No: 3000 Norms No. Type

semi skilled Unskilled

nos. 0.3 KL 2.6

0

Formworks (D)

Unit Quantity Rate

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, soft Soil, Depth below bed level > 25 m

day

Description of Work:

0 Drill bit 0 water

Amount Type 0

30.5.A.vi Technician

semi skilled Unskilled

meter 6.5

Amount Type

Material (B)

Unit Quantity Rate

Description of Work:

0 Core box

Labour (A)

Spec. cl. No: 3000 Norms No. Type

semi skilled Unskilled

Equipment (C)

Unit Quantity Rate

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, soft Soil, Depth below bed level 20 m - 25 m

Spec. cl. No: 3000 Norms No. Type

semi skilled Unskilled

Amount Type

Formworks (D)

Amount

0 0 0

5 meter

Norms No.

Type

30.5.B.iii Technician semi skilled Unskilled

Description of Work:

Unit Quantity Rate day

1.2

day day

1.2 0 9.6 0 Sub total of A = Sub total of A +B + C =

Unit Quantity Rate

30.5.B.iv Technician

day

Description of Work:

1.3

0

1.3 0 10.4 0 Sub total of A = Sub total of A +B + C =

1.4

hour 9.6

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

0 Core box

meter 6.5

0 Drill bit 0 water

nos. 1.3 KL 2.6

Amount Type 0

0 0 Sub total of B = Sub total of A + B + C + D=

0 0

Amount Type 0

day day

1.4 0 11.2 0 Sub total of A = Sub total of A +B + C =

0 0 0 0 0

hour 10.4

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

0 Core box

meter

0 Drill bit 0 water

nos. 1.4 KL 2.8

7

Amount Type 0

0 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0

day

1.5

day day

1.5

Labour (A)

hour 11.2

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Amount Type 0

0 12 0 Sub total of A = Sub total of A +B + C =

Unit Quantity Rate meter 7.5

0 Drill bit 0 water

nos. 1.5 KL

Amount Type 0

0 3 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0

hour

Unit Quantity Rate

Unit Quantity Rate

30.5.C.i Technician

day

Labour (A)

12

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

1

day day

Amount Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0

1 0 6 0 Sub total of A = Sub total of A +B + C =

Equipment (C)

Unit Quantity Rate

0 Core box

meter

0 Drill bit 0 water

nos. KL

5

Amount Type 0

1 0 4 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0

hour

Unit Quantity Rate

Material (B)

Amount Type

8

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Amount Type

0 0 0

Amount

0 0 0

5 meter

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, Soft Rock, Depth below bed level 5.0 m - 10 m Labour (A)

Amount

Formworks (D)

Unit Quantity Rate

Rotary drill

0

5 meter

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, Soft Rock, Depth below bed level upto 5.0 m

Spec. cl. No: 3000 Norms No. Type

0 0

Formworks (D)

Unit Quantity Rate

Rotary drill

Amount

5 meter

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

0 Core box

0

Formworks (D)

Unit Quantity Rate

Rotary drill

0 0

Formworks (D)

Unit Quantity Rate

Rotary drill

Amount

5 meter

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, Soil ( gravel BMS etc), Depth below bed level > 25 m

Unit Quantity Rate

Description of Work:

0 0 0 0 0

Unit Quantity Rate

Rotary drill

Material (B)

30.5.B.vi Technician

Spec. cl. No: 3000 Norms No. Type

0 0 Sub total of B = Sub total of A + B + C + D=

0 0

Labour (A)

Spec. cl. No: 3000 Norms No. Type

semi skilled Unskilled

Amount Type 0

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, Soil ( gravel BMS etc), Depth below bed level 20 m - 25 m

day

Description of Work:

nos. 1.2 KL 2.4

Amount Type

day day

30.5.B.v Technician

semi skilled Unskilled

0 Drill bit 0 water

6

Material (B)

Unit Quantity Rate

Description of Work:

meter

Labour (A)

Spec. cl. No: 3000 Norms No. Type

semi skilled Unskilled

Unit Quantity Rate

0 Core box

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, Soil ( gravel BMS etc), Depth below bed level 15 m - 20 m

Spec. cl. No: 3000 Norms No. Type

semi skilled Unskilled

Amount Type 0

Unit Quantity Rate

Amount

0 0 0

5 meter

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

30.5.C.ii Technician semi skilled Unskilled

Description of Work:

Spec. cl. No: 3000 Norms No. Type 30.5.C.ii Technician i semi skilled Unskilled

Description of Work:

day

1.1

1.1 0 6.6 0 Sub total of A = Sub total of A +B + C =

day

1.2

1.3

0

0 0 0 0 0

Rotary drill

hour 8.8

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

0 Core box

meter

0 Drill bit 0 water

nos. 1.2 KL 4.8

6

Amount Type 0

0 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0

Rotary drill

hour 9.6

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

0

1.3 0 7.8 0 Sub total of A = Sub total of A +B + C =

0 Core box

meter 6.5

0 Drill bit 0 water

nos. 1.3 KL 5.2

Amount Type 0

Unit Quantity Rate

0 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0

hour 10.4

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

day

1.4

Material (B)

Amount Type 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

day day

1.4 0 8.4 0 Sub total of A = Sub total of A +B + C =

Equipment (C)

Unit Quantity Rate

0 Core box

meter

0 Drill bit 0 water

nos. 1.4 KL 5.6

7

Amount Type 0

0 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0

hour 11.2

Unit Quantity Rate

30.5.C.vi Technician

day

1.5

day day

1.5

Labour (A)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Material (B)

Amount Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0

0 9 0 Sub total of A = Sub total of A +B + C =

Equipment (C)

Unit Quantity Rate

0 Core box

meter 7.5

0 Drill bit 0 water

nos. 1.5 KL

Amount Type 0

0 6 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0

hour

12

Unit Quantity Rate

Material (B)

Amount Type

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

0

Amount

0 0 0

5 meter

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, Hard Rock, Depth below bed level upto 5.0 m Labour (A)

0 0

Formworks (D)

Unit Quantity Rate

Rotary drill

Amount

5 meter

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, Soft Rock, Depth below bed level > 25

Spec. cl. No: 3000 Norms No. Type

0

Formworks (D)

Unit Quantity Rate

Rotary drill

0 0

5 meter

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, Soft Rock, Depth below bed level 20 m - 25 mM Labour (A)

Amount

Formworks (D)

Unit Quantity Rate

Rotary drill

0

5 meter

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

0 0

Formworks (D)

Unit Quantity Rate

Material (B)

Amount Type

day day

Unit Quantity Rate

Description of Work:

0 0

Labour (A)

30.5.C.v Technician

Spec. cl. No: 3000 Norms No. Type

0 0 Sub total of B = Sub total of A + B + C + D=

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, Soft Rock, Depth below bed level 15 m - 20 mM

Spec. cl. No: 3000 Norms No. Type

semi skilled Unskilled

0

Material (B)

1.2 0 7.2 0 Sub total of A = Sub total of A +B + C =

day

Description of Work:

nos. 1.1 KL 4.4

Amount Type

day day

30.5.C.iv Technician

semi skilled Unskilled

meter 5.5

0 Drill bit 0 water

Labour (A)

Unit Quantity Rate

Unit Quantity Rate

Description of Work:

0 Core box

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, Soft Rock, Depth below bed level 10 m - 15m : Add 20

Spec. cl. No: 3000 Norms No. Type

semi skilled Unskilled

0

day day

Amount

0 0 0

5 meter

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

30.5.D.i Technician semi skilled Unskilled

Description of Work:

day

1

2 0 12 0 Sub total of A = Sub total of A +B + C =

Unit Quantity Rate

30.5.D.ii Technician

day

Description of Work:

Spec. cl. No: 3000 Norms No. Type 30.5.D.ii Technician i semi skilled Unskilled

Description of Work:

1.1

0

0 6 0 Sub total of B = Sub total of A + B + C + D=

0 0

0 0 0 0 0

Rotary drill

hour

16

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

0 Core box

meter 5.5

0 Drill bit 0 water

nos KL

Amount Type 0

0 0 Sub total of B = Sub total of A + B + C + D=

0 0

Labour (A)

1.7 6.6

0 0 0 0 0

Rotary drill

hour 17.6

day

1.2

Amount Type

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

0

day day

2.4 0 14.4 0 Sub total of A = Sub total of A +B + C =

0 Core box

meter

0 Drill bit 0 water

nos KL

6

Amount Type 0

Unit Quantity Rate

0 0 Sub total of B = Sub total of A + B + C + D=

0 0

1.8 7.2

0 0 0 0 0

hour 19.2

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

1.3

Material (B)

Amount Type 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

day day

2.6 0 15.6 0 Sub total of A = Sub total of A +B + C =

Equipment (C)

Unit Quantity Rate

0 Core box

meter 6.5

0 Drill bit 0 water

nos KL

Amount Type 0

0 7.8 0 Sub total of B = Sub total of A + B + C + D=

0 0

2

0 0 0 0 0

hour 20.8

30.5.D.v Technician

day

Labour (A)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

1.4

day day

Material (B)

Amount Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0

2.8 0 16.8 0 Sub total of A = Sub total of A +B + C =

Equipment (C)

Unit Quantity Rate

0 Core box

meter

0 Drill bit 0 water

nos KL

7

0

0 0 Sub total of B = Sub total of A + B + C + D=

0 0

2.1 8.4

Amount Type 0 0 0 0 0

hour 22.4

Unit Quantity Rate

Material (B)

Amount Type

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

Amount Type

Unit Quantity Rate

0

Amount

0 0 0

5 meter

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, Hard Rock, Depth below bed level > 25 m Labour (A)

0 0

Formworks (D)

Unit Quantity Rate

Rotary drill

Amount

5 meter

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, Hard Rock, Depth below bed level 20 m - 25 mM

Unit Quantity Rate

0

Formworks (D)

Unit Quantity Rate

Rotary drill

0 0

5 meter

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, Hard Rock, Depth below bed level 15 m - 20 mM Labour (A)

Amount

Formworks (D)

Unit Quantity Rate

Rotary drill

0

5 meter

Sub total of D = Norms Rate = Unit Rate =

Equipment (C)

Unit Quantity Rate

0 0

Formworks (D)

Unit Quantity Rate

Material (B)

Unit Quantity Rate

Spec. cl. No: 3000 Norms No. Type

Description of Work:

0

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, Hard Rock, Depth below bed level 10 m - 15m

day

Spec. cl. No: 3000 Norms No. Type

5 1.5

Material (B)

2.2 0 13.2 0 Sub total of A = Sub total of A +B + C =

Unit Quantity Rate

semi skilled Unskilled

nos KL

Amount Type

day day

30.5.D.iv Technician

Description of Work:

meter

0 Drill bit 0 water

Labour (A)

Spec. cl. No: 3000 Norms No. Type

semi skilled Unskilled

0 Core box

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all complete as directed, Hard Rock, Depth below bed level 5.0 m - 10 m

Spec. cl. No: 3000 Norms No. Type

semi skilled Unskilled

0

day day

Amount

0 0 0

5 meter Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

30.5.D.vi Technician semi skilled Unskilled

Description of Work:

Spec. cl. No: 3000 Norms No. Type 30.6 Unskilled Technician

Description of Work:

Spec. cl. No: 3000 Norms No. Type 30.7 Unskilled Technician

Description of Work:

Spec. cl. No: 3000 Norms No. Type 30.8 Unskilled Technician

Description of Work:

Spec. cl. No: 3000 Norms No. Type 30.9

Unskilled for security semi skilled Engineer / Technician for reading Unskilled semi skilled Engineer / Technician for installation

Description of Work:

Spec. cl. No: 2000, 3105

day

1.5

0

day day

3 0 18 0 Sub total of A = Sub total of A +B + C =

0 Core box

meter 7.5

0 Drill bit 0 water

nos KL

0

0 9 0 Sub total of B = Sub total of A + B + C + D=

0 0

2.3

0 0 0 0 0

Rotary drill

hour

24

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Sub total of D = Norms Rate = Unit Rate =

Taking disturbed sample during drilling as directed by the Engineer. Labour (A)

Material (B)

Equipment (C)

Unit Quantity Rate

Amount Type

Formworks (D)

Unit Quantity Rate

Amount

Type

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Material (B)

Equipment (C)

Unit Quantity Rate

Amount Type

Amount

Type

Unit Quantity Rate

Unit Quantity Rate Amount Type day 4 0 0 day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Sub total of B = Sub total of A + B + C + D=

0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type SPT hammer 0 0

Material (B)

90

0

0

day

12

0

0

day

3

0

0

day day

6 3

0 0

0 0

day

1

0

0

Sub total of A = Sub total of A +B + C =

0 0

0 0 0

10 nos Equipment (C)

Unit Quantity Rate day 1

Formworks (D)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Providing & installing piezometers at the location of each bore holes for study of fluctuations in water table (Water table studies to be carried out weekly for a period of 3 months) with regular weekly interval and predetermined time & day each week and depth of water recorded with respect to the reduced level. Diurnal variations to be noted for 3 selected weeks during the period of observations and reporting.

day

Amount

0

Material (B)

Amount Type

0

Formworks (D)

Unit Quantity Rate

Carry out Standard penetration test (SPT) during borig as directed by the Engineer

Labour (A)

0 0

10 nos

Unit Quantity Rate Amount Type day 4 0 0 Cost of consumeable items: 25 % of labour cost day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Unit Quantity Rate

Amount

0

Taking Undisturbed sample during drilling as directed by the Engineer.

Labour (A)

0

10 nos

Unit Quantity Rate Amount Type day 2 0 0 Cost of consumeable items: 25 % of labour cost day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Labour (A)

0 0

Equipment (C)

Unit Quantity Rate

Sub total of B = Sub total of A + B + C + D=

Amount Type Unit Quantity Rate piezometr ( 10 nos 10 m each for 3 month meter 100 duration)

0 0

Amount

0 0 0

10 nos

Formworks (D)

Amount

Type

0

0

Sub total of C = Contractor's overhead expenses 15% =

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

Providing and laying precast RCC railing of M 30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm, leaving 48 meter adequate space between vertical post for expansion, complete as per Drawings and Technical specifications.

Labour (A)

Norms No.

Type

31.1

Unskilled Skilled

Description of Work:

Material (B)

Equipment (C)

Unit Quantity Rate

Amount Type Unit Quantity Rate Amount Type Add 5 per cent of material for handling and fixing of precast day 40.00 0 0 0 panels in position day 8.00 0 0 HYSD bar tonne 0.87 0 0 Add 5 per cent of above cost for form work 0 Cement concrete M 30 cum 4.09 0 0 Sub total of A = Sub total of B = 0 0 Sub total of A +B + C = Sub total of A + B + C + D= 0 0

Unit Quantity Rate

31.2

Unskilled

day

60.00

Skilled

day

30.00

Labour (A)

Sub total of A = Sub total of A +B + C =

Unit Quantity Rate

31.3

Unskilled

day

4

Skilled For fixing in position

day

1

Unskilled

day

Unit Quantity Rate

Amount Type

day

2 1

Unit Quantity Rate

Formworks (D)

Amount

Type

Unit Quantity Rate

0 0 0 0 0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type

nos

20 #NAME? #NAME?

nos

60

0

meter

60

0

0

Corrosion resistant Structural steel including 5 per cent 0 wastage

Kg

40

0

Unit Quantity Rate

0

Formworks (D)

Amount

Type

Unit Quantity Rate

Amount

0 0

0

Sub total of B = Sub total of A + B + C + D=

0 0

Sub total of C = Contractor's overhead expenses 15% =

Sub total of D = Norms Rate = Unit Rate =

0 0

Filler joint, Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification.

Unit Quantity Rate Amount Type day 1 0 0 Copper plate day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

0 0

0

0 GI pipe 100 mm dia

Labour (A)

Amount

10 no

0

0 0

0

0

Material (B)

GI bolt 10 mm Dia

0 0

0

0.15 0 0.18 0 1.01 0 2.95 0 Sub total of B = Sub total of A + B + C + D=

Amount Type Add @ 5 per cent of cost of Material and Labour for 0 0 electrodes, cutting gas, sealant, anti-corrosive bituminous paint, mild steel grating etc. 0 0 Galvanized MS flat clamp

Amount

0

tonne tonne tonne tonne

0 0

Labour (A)

Sub total of A = Sub total of A +B + C =

Description of Work:

Sub total of D = Norms Rate = Unit Rate =

Providing and fixing Drainage Spouts complete as per Drawing and Technical specifications.

Spec. cl. No: N/A Norms No. Type

Description of Work:

Unit Quantity Rate

0 0

Equipment (C)

Amount Type Add 1 per cent of cost of Material for electricity charges, 0 0 welding and drilling equipment, electrodes and other consumables 0 0 Add 1 percent of cost of material for fixing vertical posts

MS bolts, nuts and washers MS bars MS Flat ISMC 100

Spec. cl. No: 3103 Norms No. Type 31.4.i Skilled Unskilled

Sub total of C = Contractor's overhead expenses 15% =

Type

100 m

Material (B)

Add @ 5 per cent of cost of Material for painting one shop coat with red oxide primer and three coats of synthetic enamel paint and consumables to safeguard against weathering and corrosion.

Skilled (Blacksmith, welder etc.) For fabrication

Formworks (D)

Amount

Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification

Spec. cl. No: 3105 Norms No. Type

Description of Work:

Unit Quantity Rate

Material (B)

Amount Type 0

0

Sub total of B = Sub total of A + B + C + D=

0 0

, Providing & fixing 20 mm thick compressible fiber board in expansion joint complete as per drawing & Technical Specification.

0

12 meter Equipment (C)

Unit Quantity Rate kg 55

0 0

Unit Quantity Rate

Sub total of C = Contractor's overhead expenses 15% =

Formworks (D)

Amount

Type

0 0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

Amount

0 0 0

12 meter

, Providing & fixing 20 mm thick compressible fiber board in expansion joint complete as per drawing & Technical Specification. Spec. cl. No: Norms No. Type 31.4.ii Skilled Unskilled

Description of Work:

Spec. cl. No: N/A Norms No. Type 31.4.iii Skilled Unskilled

Description of Work:

Spec. cl. No: N/A Norms No. Type 31.4.iv Skilled Unskilled

Description of Work:

Spec. cl. No: 3100 Norms No. Type 31.5

Skilled Unskilled

Description of Work:

Spec. cl. No: 3105 Norms No. Type 31.6

Labour (A)

Material (B)

Unit Quantity Rate Amount Type day 1 0 0 20 mm thick compressible fiber board day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Labour (A)

Amount Type 0

0

Sub total of B = Sub total of A + B + C + D=

0 0

Formworks (D)

Unit Quantity Rate

Amount

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Unit Quantity Rate Amount Type day 1 0 0 Pre-moulded joint filler day 1 0 0 Sub total of A = 0 Sub total of A +B + C = 0

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate sqm 3.6

Amount Type 0

0

Sub total of B = Sub total of A + B + C + D=

0 0

Labour (A)

Unit Quantity Rate

Amount

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Unit Quantity Rate Amount Type day 1 0 0 Bitumen day 1 0 0 Sand Sub total of A = 0 Sub total of A +B + C = 0

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Type 0 0 0 0

Labour (A)

Amount

Sub total of C = Contractor's overhead expenses 15% =

Material (B)

Amount Type Add 1 per cent cost of material for welding and foam day 1 0 0 caulking/backer rod and other incidentals. day 2 0 0 Galvanized structural steel plate Polymer modified bitumen Crushed stone aggregate 12.5 mm nominal size Sub total of A = 0 Sub total of A +B + C = 0

Type

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Equipment (C)

Unit Quantity Rate

Amount Type

kg 113 0 kg 77.5 0 cum 0.75 0 Sub total of B = Sub total of A + B + C + D=

hour

6

Amount

Type

0

0

hour 6 0 0 Mastic cooker 0 0 Sub total of C = 0 Contractor's overhead expenses 15% = 0

0

Unit Quantity Rate

Sub total of D = Norms Rate = Unit Rate =

0 0

Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm, Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m center to center, complete as per Drawing and Technical specifications. Labour (A)

Material (B)

Unit Quantity Rate

Unskilled

4

day

Equipment (C)

Amount Type Unit Medium weight steel channel (ISMC series) 100 mm x 50 mm, 0 0 kg 10.8 metres length @ 9.2 kg per meter 0 0 Painting of channel section sqm Painting of pipe sqm Foundation concrete M-15 cum Excavation for foundation cum Add for drilling holes @ 2 per cent of cost of channels Steel pipe 50 mm external dia as per IS: 1239

Sub total of A = 0 Sub total of A +B + C = #NAME?

meter

Quantity Rate

Amount Type

993.6

0

21.6 47.1 6.48 12.96

#NAME? #NAME? #NAME? #NAME?

0 #NAME? #NAME? #NAME? #NAME?

Amount

0 0 0

hour

Amount

0 0 0

12 meter

Amount

0 0 0

100 meter

Formworks (D)

Unit Quantity Rate

Tractor-trolley

12 meter

Formworks (D)

Unit Quantity Rate

0 Roller

0

Formworks (D)

Unit Quantity Rate

Asphaltic Plug joint, Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200 mm x 6 mm of weldable structural steel conforming to IS: 2062, as per Drawings and Technical Specifications. Unit Quantity Rate

0 0

12 meter Equipment (C)

Unit Quantity Rate Amount cum 0.001 0 cum 0.012 0 Sub total of B = Sub total of A + B + C + D=

Amount

Formworks (D)

, Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight

1

Description of Work:

Equipment (C)

Unit Quantity Rate sqm 3

, Providing and fixing in position 20 mm thick pre-moulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per Drawing and technical specifications.

Plumber / skilled day

Spec. cl. No: 3105

12 meter

6

Amount 0

Type

Unit Quantity Rate

Amount

0

0 300

0

0

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

Tubular Steel Railing on Precast RCC Posts, 1.2 m High Above Ground Level, Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M 20 grade RCC vertical posts 1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres center to, complete as per Drawing and Technical Specifications.

100 meter

Norms No. 31.7

Labour (A)

Type Unskilled Skilled ( plumber)

Material (B)

Equipment (C)

Unit Quantity Rate day 6

Amount Type 0 0 Painting of pipe

Unit Quantity Rate Amount Type sqm 47.1 #NAME? #NAME? Tractor-trolley

day

0

1

0 RCC M - 20

Sub total of A = 0 Sub total of A +B + C = #NAME?

cum 3.2

#NAME?

Foundation concrete M - 15 Excavation for foundation

cum 6.48 cum 12.96

#NAME? #NAME? #NAME? #NAME?

Steel pipe 50 mm dia as per IS: 1239

meter

300

0

Unit Quantity Rate hour 6

Formworks (D)

Amount 0

Type

Unit Quantity Rate

Amount

0

#NAME?

0

Sub total of B = #NAME? Sub total of A + B + C + D= #NAME?

Sub total of C = 0 Contractor's overhead expenses 15% = #NAME?

Sub total of D = 0 Norms Rate = #NAME? Unit Rate = #NAME?

S.N.

Description Gravel 5 mm - 70 mm 40 mm 20 mm 8 mm 40 mm - 70 mm 70 mm - 100 mm Sand Quarry output less than 33% Quarry output 33 - 66% Quarry output more than 66% Collection, quarrying and sieving sand in local river 3 Rubble 4 Aggregate 70 mm - 100 mm 40 mm - 70 mm 20 mm - 40 mm 10 mm - 20 mm 10 mm Mechanical 13.2 mm 20 mm 40 mm

a b c d e f a b c d

a b c d e a b c

Unit

Loading Collecti Remark /Unloadi Washing Amount on s ng

m^3 m^3 m^3 m^3 m^3 m^3

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

m^3 m^3 m^3

0 0 0

0 0 0

0 0 0

0 0 0

m^3

0

0

0

m^3 m^3 m^3 m^3 m^3 m^3 m^3

0 0 0 0 0 0 0

0 0 0 0 0 0 0

0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

m^3 m^3 m^3

0 0 0

0 0 0

0 0 0

0 0 0

Collection S.N.

a b c d e f a b c

Description Gravel 5 mm - 70 mm 40 mm 20 mm 8 mm 40 mm - 70 mm 70 mm - 100 mm Sand Quarry output less than 33% Quarry output 33 - 66% Quarry output more than 66%

Unit

Collecti on

Rate

Amount

m^3 m^3 m^3 m^3 m^3 m^3

2.06 3.09 4.12 6.18 4.12 3.09

0 0 0 0 0 0

0 0 0 0 0 0

m^3 m^3 m^3

4.12 3.09 1.55

0 0 0

0 0 0

Loading/Unload ing

Collection

Washing

Blasting/Not Blasting

Manual Breaking/Mech anical Crushing

Collection, quarrying and sieving m^3 sand in local river 3 Rubble m^3 4 Aggregate m^3

d

1.55

0

0

1.44 1.44

0 0

0 0

Washing S.N.

Description 1 Gravel 2 Sand 3 Rubble 4 Aggregate

Unit m^3 m^3 m^3 m^3

Washing

Rate

0.52 0.52 0.21 0.21

Amount 0 0 0 0

0 0 0 0

Loading/Unloading Manual S.N.

Description 1 Gravel 2 Sand 3 Rubble 4 Aggregate

Unit m^3 m^3 m^3 m^3

Unskille d 0.14 0.14 0.14 0.14

Tipper

Total

0.14 0.14 0.14 0.14

0 0 0 0

Loading/Unloading Mechanical S.N.

Description 1 Gravel 2 Sand 3 Rubble 4 Aggregate

Unit m^3 m^3 m^3 m^3

Unskille d 0.06 0.06 0.14 0.14

Tipper 0.06 0.06 0.14 0.14

Total 0 0 0 0

Making rubbles of required size including and stacking.(Blasting) Unskille Detonat S.N. Description Unit Skilled Gelatin d or 1 Rubbles m^3 2.575 0.103 0.25 2 Making rubbles of required size including and stacking.(Without Blasting) Unskille S.N. Description Unit Skilled Total d 1 Rubbles m^3 4.12 0.103 0 Manually Breaking Stones (excluding Collection of Rubble) Unskille S.N. Description Unit d Aggregate a 70 mm - 100 mm m^3 1.545

Total 0

Fuse Wire

Total 2

0

b c d e

40 mm - 70 mm 20 mm - 40 mm 10 mm - 20 mm 10 mm Mechinical 13.2 mm 20 mm

f g

m^3 m^3 m^3 m^3

2.06 3.09 4.12 6.18

0 0 0 0

m^3 m^3

1.545 2.06

0 0

Mechanically Crushing of Stone Aggregates

S.N.

Description

Unit

Stone Boulder Stone Unskille of size Crusher Skilled Loader Tipper d 150mm with and Screen below

Total

Aggregate a

13.2 mm

m^3

b

20 mm

m^4

c

40 mm

m^5

0.003433 1.33 3333 0.027671 0.003074 1.19 6418 6269 0.023346 0.002746 1.07 6667 6667 0.0309

0.02

0.03

0.017910 0.026865 0.026865 4478 6716 6716 0.026666 0.026666 0.008 6667 6667

Loading/Unloading Manual S.N.

Description 1 Cement or Steel 2 Bricks 3 Bitumen Drums 4 Timber 5 C.C. Blocks, Kerb, etc.

Unit tones 1000 Nos. tones tones m^3

Unskille Skilled Truck d 0.20 0.20 0.19 0.15 0.27 0.40

0.03 0.05

Total 0

0.38

0

0.15 0.20 0.30

0 0 0

RCC Hume pipes Unskille Skilled Truck Crane d Loading of RCC Hume pipes by mechanical means including a lead upto 30 m S.N.

a

Description

900/ 1000 / 1200 mm dia RCC Hume pipe

Unit

Unit = meter [For 6 nos 2.00 pipe / length=1 5 m]

0.50

1.00

0.03

1.00

Total

0

0 0 0

b

Unit = meter 750/600/450 mm dia RCC Hume [For 10 2.00 pipe nos pipe/ length= 25 m]

0.50

1.00

1.00

0

c

Unit = meter [For 15 450/300 mm dia RCC Hume pipe nos 2.00 pipe/ length= 37.5 m]

0.50

1.00

1.00

0

Unloading of RCC Hume pipes by mechanical means including a lead upto 30 m

a

900/ 1000 / 1200 mm dia RCC Hume pipe

Unit = meter [For 6 nos 1.00 pipe / length=1 5 m]

0.10

0.50

0.50

0

b

Unit = meter 750/600/450 mm dia RCC Hume [For 10 1.00 pipe nos pipe/ length= 25 m]

0.50

0.50

0.50

0

c

Unit = meter [For 15 450/300 mm dia RCC Hume pipe nos 1.00 pipe/ length= 37.5 m]

0.10

0.50

0.50

0

Loading of RCC Hume pipe by manual means including a lead upto 30 m

Unit = meter [For 6 nos 3.09 pipe / length=1 5 m]

a

900/ 1000 / 1200 mm dia RCC Hume pipe

b

Unit = meter 750/600/450 mm dia RCC Hume [For 10 pipe nos pipe/ length= 25 m]

c

Unit = meter [For 15 450/300 mm dia RCC Hume pipe nos pipe/ length= 37.5 m]

0.31

3.00

4.00

0

0

0

1) District rates: Materials S.N.

tonne cum cum

Total Rate (C + R + Tp) 0 0 0 0 0 0

meter

0

0

0

lit

0

0

0

lit

0

0

0

cum cum

0 0

0 0

0 0

sqm

0

0

0

cum cum cum cum cum cum cum cum

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

sqm

0

0

0

cum cum

0 0

0 0

0 0

meter

0

0

0

0

0

0

kg

0

0

0

kg Kg cum

0 0 0

0 0 0

0 0 0

0

0

0

Description 1 ISMC 100 2 10 - 5 mm 25% 3 10 mm Aggregate 12 Nos of back pipes, 4 30 times used 2 Pack high built 5 epoxy

2 Pack high built 6 polyur - ethane ( 2 coat) 7 2.36 mm below 8 20 mm Aggregate 20 mm thick 9 compressible fiber board 10 22.4 mm to 5.6 mm 11 22.5 mm to 5.6 mm 12 25 - 10 mm 45% 13 26.5 mm to 4.75 mm 14 37.5 - 25 mm 15% 15 40 mm Aggregate 16 45 mm to 22.5 mm 17 5 mm and below 15% 50 mm thick natural 18 stone slab 19 53 mm to 26.5 mm 20 63 mm to 45 mm AC pipe 100 mm dia. 21 (including wastage @ 5 per cent )

Unit

District Rate (D)

Collection Rate (C)

Royalty (R)

Accelerator compound for Guniting @ 2 per 22 kg cent of weight of cement Acrylic based bonding agent 24 Additive material 25 Admixture 26 aggregate Aggregate (Grading as 27 per specification) 23

cum

0

Transportation (Tp)

Adopted Rate

Remarks 0 0 0

28 Aggregate 10 mm 29 Aggregate 12 mm Aggregates size 19 to 30 6 mm Aggregates size 19 to 31 9.5 mm Aggregates size 37.5 32 to 19 mm Aggregates size 6 to 33 0.075 mm Aggregates size 9.5 to 34 6 mm

0 0

0 0

0 0

cum

0

0

0

cum

0

0

0

cum

0

0

0

cum

0

0

0

cum

0

0

0

kg

0

0

0

nos kg cum kg tonne cum Kg tonne

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

tonne

0

0

0

Bitumen (cut back ) MC 70 ( for stabilized 45 tonne soil base/ crusher run macadam)

0

0

0

tonne

0

0

0

tonne tonne

0 0

0 0

0 0

Bitumen for BM @ 3.5% by weight of mix 49 tonne = 30.94 x 3.5 / 100 = 1.082

0

0

0

tonne

0

0

0

cum cum cum

0 0 0

0 0 0

0 0 0

cum

0

0

0

Alkaline, polymeric, 35 elastomeric primer agent 36 Bamboos 37 Barbed wire 38 Below 5.6 mm 39 Bentonite 40 Binder 41 Binding Material 42 Binding wire 43 Bitumen Bitumen ( cutback) 44 MC 30 ( for WBM)

Bitumen (paving grade) 47 Bitumen emulsion 48 Bitumen emulsion 46

Bitumen VG 10 or similar 51 Block stone 52 Borrowpit material 53 Boulder Boulder ( 11 ton, ) 54 ( ten times used) 50

cum cum

0

55 Brick nos 56 Bricks Ist class nos 57 C.I. shoes for the pile Kg Capping Layer 58 cum Material 59 Carbon fiber sqm Carbon laminated 60 sqm sheet 61 Cement tonne 62 Cement mortar 1:3 tonne 63 Chemical kg Chips, 19 mm nominal 64 cum size 65 Clamps nos. Coarse aggregates 6.3 66 mm to 13.2 mm size cum @ 40 %

0 0 0

0 0 0

0 0 0

0

0

0

0

0

0

0

0

0

0 0 0

0 0 0

0 0 0

0

0

0

0

0

0

0

0

0

cum

0

0

0

nos.

0

0

0

cum

0

0

0

Compensation for Gravel

cum

0

0

0

compensation for 71 Locally available Material

cum

0

0

0

kg

0

0

0

kg meter

0 0

0 0

0 0

Kg

0

0

0

0

0

0

cum

0

0

0

Crushed stone 78 aggregate 13.2 mm to cum 5.6 mm

0

0

0

Coarse sand 30 per cent 68 collar for AC pipe Compensation for 69 earth Taken from private land 67

70

concrete penetrating corrosion inhibitor 73 Copper plate 74 Core box 72

75

Corrosion resistant Structural steel including 5 per cent wastage

76

Crushed sand passing cum 2.36 mm

Crushed stone 77 aggregate 12.5 mm nominal size

79

Crushed stone aggregate 20 mm

cum

0

0

0

Crushed stone 80 aggregates 14 mm nominal size

cum

0

0

0

Crushed stone 81 aggregates 40 mm nominal size

cum

0

0

0

Crushed stone 82 aggregates 5.6 mm size

cum

0

0

0

Crushed stone 83 aggregates 6 mm nominal size

cum

0

0

0

Crushed stone 84 aggregates nominal size 13.2 mm

cum

0

0

0

Crushed stone cum chipping 11.2 mm size

0

0

0

85

Crushed stone 86 chipping 19 mm nominal size

cum

0

0

0

Crushed stone 87 chipping, 0-16 mm size

cum

0

0

0

Crushed stone 88 chipping, 10 mm nominal size

cum

0

0

0

Crushed stone 89 chipping, 13 mm nominal size

cum

0

0

0

Crushed stone 90 chipping, 13 mm nominal size

cum

0

0

0

Crushed stone 91 chipping, 13.2 mm to cum 5.6 mm

0

0

0

Crushed stone 92 chipping, 9.5 mm nominal size

cum

0

0

0

Crushed stone 93 chippings 6 mm nominal size

cum

0

0

0

Crushed stone grit 3 mm Crusher stone dust @ 95 31.9 % 96 Dori 97 Drill bit Drilling machine with 98 bit and accessories 99 dust 100 Earth (compacted) 101 Electric Detonator 102 Emulsion 103 Emulsion Emulsion ( for primer 104 @ 1 lit /sqm including side slope) 94

cum

0

0

0

cum

0

0

0

kg nos.

0 0

0 0

0 0

hour

0

0

0

cum cum nos. tonne tonne

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

tonne

0

0

0

tonne

0

0

0

Lit kg kg kg

0 0 0 0

0 0 0 0

0 0 0 0

kg

0

0

0

kg

0

0

0

112

Epoxy Red Zinc Oxide lit Phosphate Primer

0

0

0

113

Epoxy resin -hardener kg mix for seal coat.

0

0

0

expansion joint ( Elastomeric Slab 114 Steel Expansion Joint / meter compression seal/ strip / modular strip. etc.)

0

0

0

tonne tonne cum

0 0 0

0 0 0

0 0 0

cum

0

0

0

cum

0

0

0

Emulsion ( Tack coat @ 0.6 lit/sqm) 106 Enamel paint 107 Epoxy @ 0.8 kg/sqm 108 Epoxy Bonding Agent 109 Epoxy metal primer Epoxy mortar ( @ 110 22kg / sqm) 111 Epoxy primer 105

115 Filler 116 Filler (lime) 117 Filter media Fine aggregate 2.36 118 mm Fine aggregate 3 mm 119 and below

Fine aggregate 3 mm cum and below ( @ 85 %) Fine aggregate 4.75 121 cum mm 120

0

0

0

0

0

0

0

0

0

0 0 0

0 0 0

0 0 0

0

0

0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0

0

0

0

0

0

0

0

0

kg

0

0

0

tonne

0

0

0

meter

0

0

0

kg

0

0

0

nos nos

0 0

0 0

0 0

Lit

0

0

0

kg

0

0

0

Liter tonne

0 0

0 0

0 0

Fine aggregate 4.75 122 mm and below ( @ 87 cum %) 123 Flag/ Clothes meter 124 Flat iron kg 125 Fuse wire meter Galvanized structural 126 kg steel plate 127 Gelatin kg 128 Geotextile sqm 129 GI bolt 10 mm Dia nos 130 GI pipe 100 mm dia meter 131 Glycerin Lit 132 Graded sand cum 133 Granular Material cum 134 H.T. Strand tonne HDPE pipe 110 mm 135 meter dia. HDPE pipe 150 mm 136 meter dia. Helical pipes 600 mm 137 meter diameter high build micro 138 porous anti carbonation coat 139 HYSD bar I beams 4 Nos 3 m 140 long ( 25-30 kg/m), 200 times used Joint Sealant 141 Compound ( Epoxy Adhesive) 142 Jute Bag 143 Jute Bag Kerosene/ Diesel 144 cutter Laminate adhesive 145 agent ( thixotropic) 146 LDO for steam curing 147 Lime

Lime stone dust @ 17.92 % Low viscosity 149 Injection Epoxy Grout 150 M.S. clamps for shoe 151 Masonry wall 148

tonne

0

0

0

Lit

0

0

0

Kg cum.

0 0

0 0

0 0

Material for sub-base course/ base course as 152 cum per grading requirement

0

0

0

Medium weight steel channel (ISMC series) 153 100 mm x 50 mm, kg 10.8 metres length @ 9.2 kg per meter

0

0

0

kg

0

0

0

155 Mild steel ISMC series kg

0

0

0

kg

0

0

0

kg

0

0

0

tonne kg nos. tonne m

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

kg

0

0

0

cum kg nos.

0 0 0

0 0 0

0 0 0

kg

0

0

0

nos Kg

0 0

0 0

0 0

nos.

0

0

0

kg

0

0

0

cum

0

0

0

154

Micro silica/ Silica Fume

MS angle iron 40 mm x 40 mm x 6 mm, MS angle iron 50 mm 157 x 50 mm x 6 mm, 158 MS bars 159 MS Bolt and nuts 160 MS clamp 161 MS Flat 162 MS pipes dia. 40 mm MS sheet 14 gauge & 163 angle stiffners 164 Mud (clay) 165 Nails, spikes, etc. 166 Nipples Non shrink self 167 compacting micro concrete 168 Nut bolt 169 Nuts & bolts Nuts & bolts 6 mm 170 dia. ( @approx. 2 kg per 100 nos) 156

PC based Super plasticizer 172 Planks 38 mm thick. 171

Ply wood 12 mm thick. 174 Ply wood 9 mm thick. Polymer modified 175 bitumen 176 polymer mortar M-45 177 Pozzoplus 173

sqm

0

0

0

sqm

0

0

0

kg

0

0

0

kg kg

0 0

0 0

0 0

0

0

0

0

0

0

Pre-packed polymer concrete based on epoxy system 180 kg complete with curing compound, initiator and promoter

0

0

0

181 Primer

0

0

0

0

0

0

meter

0

0

0

cum

0

0

0

0

0

0

0 0 0

0 0 0

0 0 0

0

0

0

0 0

0 0

0 0

0

0

0

Pre-coated stone chips of 13 mm nominal size 178 cum @ 0.005 cum per 10 sqm 179

Pre-moulded joint filler

sqm

kg

Project signboards with size of 1.8 x 1.2 m having details of 182 contract in the format nos and wording as directed by the Engineer PVC Pipes 200 mm dia Rafter, beam, battens 184 etc. 183

Ready to use sprayable 185 thixotropic repair kg mortar 186 Rubble cum 187 Rust clean agent kg 188 Sal wood cum sand ( 1.7 mm - 600 189 cum micron) 190 Sand ( ten times used) cum. 191 Sand bags Nos Sand of size 4.75 to 192 cum 0.075 mm

0

Screening / coarse sand 194 Sealant Sheathing duct ID 66 195 mm Slow-curing bitumen 196 emulsion soil/ borrowpit 197 material 193

cum

0

0

0

kg

0

0

0

meter

0

0

0

Kg

0

0

0

cum

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

cum

0

0

0

cum tonne

0 0

0 0

0 0

tonne

0

0

0

cum

0

0

0

cum

0

0

0

nos

0

0

0

each

0

0

0

cum

0

0

0

Steel helmet and cushion block on top 198 Kg of casing head during driving Steel pipe 50 mm 199 external dia as per IS: meter 1239 200 Stone cum Stone crushed 201 aggregates 11.2 mm to cum 0.09 Stone crushed 202 aggregates 13.2 mm to cum 0.09 mm 203 Stone crusher dust cum Stone crusher dust 204 cum finer than 3 mm 205

Stone Screening for cum 11.2 mm for grading-II

Stone Screening for 13.2 mm 207 Stone spall 208 Structural steel Structural steel/ Sheet 209 pile 210 struts, ballies, etc. Sub-base Material S1 211 type or S2 type Tie rods 20 mm 212 diameter Tiles size 300 x 300 213 mm and 25 mm thick 214 Timber 206

Tube anchorage set complete with bearing 215 each plate, permanent wedges etc. Two component 216 aliphatic Polyurethane coat 217 Water Wire fabric ( mesh 50 218 mm x 50 mm size of 3 mm wire) 219 Wooden packing Wooden planks, 12 220 times used 2) District rates: Labours S.N. Description 1 Unskilled 2 Skilled 3 Technician 4 Semi skilled 5 Skilled (Plumber) Skilled 6 (Electrician/Lineman) 7 Skilled (Blacksmith) 8 Engineer 9 Blaster 10 Driller 11 Foreman 12 Modified binder 13 Skilled (Mason ) 14 Skilled (Sinker ) 15 Diver Skilled (Pre-stressing 16 operator / Fitter) 17 Skilled(Carpenter) 18 Supervisor 19 semi skilled 3) District rates: Equipments S.N. Description 1 Tractor-trolley 2 Dozer/ Excavator

0

0

0

kg

0

0

0

KL

0

0

0

kg

0

0

0

cum

0

0

0

cum.

0

0

0

Unit day day day day day

District Rate (D)

Remarks

Total Rate

Remarks

day day day day day day tonne day day day day day day day

Unit hour hour

Drilling machine with bit and accessories 4 Air Compressor 5 Tractor with ripper 6 Joint Cutting Machine 7 Crane 8 Truck 9 Jeep/ pickup 10 Dial gauge 4 Nos 11 Spirit Level 12 Benkelman Beam 13 Heavy Truck 14 Measuring Cylinder 15 Can 16 Air tight Bottle 17 Oven/Rapid Moisture 18 Balance(20 kg) 19 Baseplate 20 Field Density Jar Dynamic cone 21 penetrometer 22 Mould 23 Balance (0.1 gm.) 24 Tray (75*75 cm) 25 Shear test equipment 26 Schmidt Hammer Laboratory Crusher 27 Machine 28 Balance (1 Kg) 29 Rubber Mallet 30 Sieve Shaker 31 Sieves set 32 Hydraulic excavator Jack hammer /Rock 33 drill 34 Dozer 35 Tipper 36 Excavator 37 Loader 38 Water tanker 39 Roller 40 Vibratory roller 41 Motor grader 42 Tractor with rotavator 3

hour hour hour hour hour hour hour day day hour hour day day day day day day day day hour hour hour hour day hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour

43

Plate compactor/power hour rammer

44

Plate compactor/power hour rammer

Tractor with ripper and hour rotator 46 Tractor /Loader hour 47 Tractor / Loader hour Smooth 3 wheeled 48 hour steel roller 49 Concrete mixer hour 50 Paver finisher hour 51 Electric generator hour Wet mix plant / other 52 hour similar equipment 53 Generator hour 54 Boiler hour 55 Bitumen distributor hour 56 Mechanical broom hour 57 Boiler hour 58 Bitumen sprayer hour 59 Emulsion distributor hour 60 Emulsion sprayer hour 61 Hand sprayer hour 62 Pneumatic Roller hour 63 Batch mix HEMP hour Chips Spreader ( with 64 hour truck) 65 Mixture machine hour 66 Hot mixed plant hour 67 HMP hour Mobile slurry seal 68 hour equipment 69 Drum mix plant hour 70 Cold mix plant hour 71 Mastic cooker hour 72 Kerb Casting Machine hour 73 Bentonite pump hour Piling rig ( with all 74 hour accessories) Air compressor with 75 hour pneumatic chisel . 45

Grouting pump with agitator Stressing jack with 77 pump 78 Trailer Concrete Pump 79 stationary 80 Transit Mixer 81 Batching Plant Shotcreteing 82 equipment 76

Compressor with 83 Guniting equipment along with accessories 84 Epoxy Injection gun 85 Mortar mixer 86 Compressor Hydraulic Jack ( 40 87 tonne capacity) 88 Blasting Machine Paint sprayer machine 89 with compressor 90 Hacking Machine Bridge Inspection 91 vehicle 92 Plate compactor 93 Galantine Auger / percussion 94 drilling set 95 Rotary drill 96 SPT hammer piezometr ( 10 nos 10 97 m each for 3 month duration) Stone Crusher with Screen 99 Detonator 98

hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour hour kg hour hour day meter hour hour

S.N.

Description

Unit

Coefficient/Distance(km) Materials 1 ISMC 100 2 10 - 5 mm 25% 3 10 mm Aggregate 12 Nos of back pipes, 4 30 times used 2 Pack high built 5 epoxy 2 Pack high built 6 polyur - ethane ( 2 coat) 7 2.36 mm below 8 20 mm Aggregate 20 mm thick 9 compressible fiber board 10 22.4 mm to 5.6 mm 11 22.5 mm to 5.6 mm 12 25 - 10 mm 45% 13 26.5 mm to 4.75 mm 14 37.5 - 25 mm 15% 15 40 mm Aggregate 16 45 mm to 22.5 mm 17 5 mm and below 15% 50 mm thick natural 18 stone slab 19 53 mm to 26.5 mm 20 63 mm to 45 mm

Terai ER 0.09

GR 0.06

Convers ion to tonne

Hilly BT 0.045

ER 0.18

GR 0.12

Total time

Total Amount

Rate

BT 0.09

tonne cum cum

0 0 0

0 0 0

0 0 0

meter

0

0

0

lit

0

0

0

lit

0

0

0

cum cum

0 0

0 0

0 0

sqm

0

0

0

cum cum cum cum cum cum cum cum

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

sqm

0

0

0

cum cum

0 0

0 0

0 0

AC pipe 100 mm dia. 21 (including wastage @ meter 5 per cent )

0

0

0

Accelerator compound for Guniting @ 2 per 22 kg cent of weight of cement

0

0

0

kg

0

0

0

kg Kg cum

0 0 0

0 0 0

0 0 0

cum

0

0

0

cum cum

0 0

0 0

0 0

cum

0

0

0

cum

0

0

0

cum

0

0

0

cum

0

0

0

cum

0

0

0

kg

0

0

0

nos kg cum kg

0 0 0 0

0 0 0 0

0 0 0 0

Acrylic based bonding agent 24 Additive material 25 Admixture 26 aggregate Aggregate (Grading as 27 per specification) 28 Aggregate 10 mm 29 Aggregate 12 mm Aggregates size 19 to 30 6 mm Aggregates size 19 to 31 9.5 mm Aggregates size 37.5 32 to 19 mm Aggregates size 6 to 33 0.075 mm Aggregates size 9.5 to 34 6 mm 23

Alkaline, polymeric, 35 elastomeric primer agent 36 Bamboos 37 Barbed wire 38 Below 5.6 mm 39 Bentonite

40 Binder 41 Binding Material 42 Binding wire 43 Bitumen Bitumen ( cutback) 44 MC 30 ( for WBM)

tonne cum Kg tonne

0 0 0 0

0 0 0 0

0 0 0 0

tonne

0

0

0

Bitumen (cut back ) MC 70 ( for stabilized 45 tonne soil base/ crusher run macadam)

0

0

0

tonne

0

0

0

tonne tonne

0 0

0 0

0 0

Bitumen for BM @ 3.5% by weight of mix 49 tonne = 30.94 x 3.5 / 100 = 1.082

0

0

0

tonne

0

0

0

cum cum cum

0 0 0

0 0 0

0 0 0

cum

0

0

0

nos nos Kg

0 0 0

0 0 0

0 0 0

cum

0

0

0

sqm

0

0

0

sqm

0

0

0

Bitumen (paving grade) 47 Bitumen emulsion 48 Bitumen emulsion 46

Bitumen VG 10 or similar 51 Block stone 52 Borrowpit material 53 Boulder Boulder ( 11 ton, ) 54 ( ten times used) 55 Brick 56 Bricks Ist class 57 C.I. shoes for the pile Capping Layer 58 Material 59 Carbon fiber Carbon laminated 60 sheet 50

61 Cement tonne 62 Cement mortar 1:3 tonne 63 Chemical kg Chips, 19 mm nominal 64 cum size 65 Clamps nos. Coarse aggregates 6.3 66 mm to 13.2 mm size cum @ 40 %

0 0 0

0 0 0

0 0 0

0

0

0

0

0

0

0

0

0

cum

0

0

0

nos.

0

0

0

cum

0

0

0

Compensation for Gravel

cum

0

0

0

compensation for 71 Locally available Material

cum

0

0

0

kg

0

0

0

kg meter

0 0

0 0

0 0

Kg

0

0

0

0

0

0

0

0

0

Coarse sand 30 per cent 68 collar for AC pipe Compensation for 69 earth Taken from private land 67

70

concrete penetrating corrosion inhibitor 73 Copper plate 74 Core box 72

Corrosion resistant Structural steel 75 including 5 per cent wastage 76

Crushed sand passing cum 2.36 mm

Crushed stone 77 aggregate 12.5 mm nominal size

cum

Crushed stone 78 aggregate 13.2 mm to cum 5.6 mm

0

0

0

cum

0

0

0

Crushed stone 80 aggregates 14 mm nominal size

cum

0

0

0

Crushed stone 81 aggregates 40 mm nominal size

cum

0

0

0

Crushed stone 82 aggregates 5.6 mm size

cum

0

0

0

Crushed stone 83 aggregates 6 mm nominal size

cum

0

0

0

Crushed stone 84 aggregates nominal size 13.2 mm

cum

0

0

0

Crushed stone cum chipping 11.2 mm size

0

0

0

79

85

Crushed stone aggregate 20 mm

Crushed stone 86 chipping 19 mm nominal size

cum

0

0

0

Crushed stone 87 chipping, 0-16 mm size

cum

0

0

0

Crushed stone 88 chipping, 10 mm nominal size

cum

0

0

0

Crushed stone 89 chipping, 13 mm nominal size

cum

0

0

0

Crushed stone 90 chipping, 13 mm nominal size

cum

0

0

0

Crushed stone 91 chipping, 13.2 mm to cum 5.6 mm

0

0

0

Crushed stone 92 chipping, 9.5 mm nominal size

cum

0

0

0

Crushed stone 93 chippings 6 mm nominal size

cum

0

0

0

cum

0

0

0

cum

0

0

0

kg nos.

0 0

0 0

0 0

hour

0

0

0

cum cum nos. tonne tonne

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

tonne

0

0

0

Emulsion ( Tack coat tonne @ 0.6 lit/sqm)

0

0

0

Crushed stone grit 3 mm Crusher stone dust @ 95 31.9 % 96 Dori 97 Drill bit Drilling machine with 98 bit and accessories 99 dust 100 Earth (compacted) 101 Electric Detonator 102 Emulsion 103 Emulsion Emulsion ( for primer 104 @ 1 lit /sqm including side slope) 94

105

106 Enamel paint 107 Epoxy @ 0.8 kg/sqm 108 Epoxy Bonding Agent 109 Epoxy metal primer Epoxy mortar ( @ 110 22kg / sqm) 111 Epoxy primer

Lit kg kg kg

0 0 0 0

0 0 0 0

0 0 0 0

kg

0

0

0

kg

0

0

0

112

Epoxy Red Zinc Oxide lit Phosphate Primer

0

0

0

113

Epoxy resin -hardener kg mix for seal coat.

0

0

0

expansion joint ( Elastomeric Slab 114 Steel Expansion Joint / meter compression seal/ strip / modular strip. etc.)

0

0

0

tonne tonne cum

0 0 0

0 0 0

0 0 0

cum

0

0

0

cum

0

0

0

cum

0

0

0

cum

0

0

0

0

0

0

0

0

0

115 Filler 116 Filler (lime) 117 Filter media Fine aggregate 2.36 118 mm Fine aggregate 3 mm 119 and below Fine aggregate 3 mm 120 and below ( @ 85 %) Fine aggregate 4.75 121 mm

Fine aggregate 4.75 122 mm and below ( @ 87 cum %) 123 Flag/ Clothes meter

124 Flat iron 125 Fuse wire Galvanized structural 126 steel plate 127 Gelatin 128 Geotextile 129 GI bolt 10 mm Dia 130 GI pipe 100 mm dia 131 Glycerin 132 Graded sand 133 Granular Material 134 H.T. Strand HDPE pipe 110 mm 135 dia. HDPE pipe 150 mm 136 dia. Helical pipes 600 mm 137 diameter high build micro 138 porous anti carbonation coat 139 HYSD bar I beams 4 Nos 3 m 140 long ( 25-30 kg/m), 200 times used Joint Sealant 141 Compound ( Epoxy Adhesive) 142 Jute Bag 143 Jute Bag Kerosene/ Diesel 144 cutter

kg meter

0 0

0 0

0 0

kg

0

0

0

kg sqm nos meter Lit cum cum tonne

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

meter

0

0

0

meter

0

0

0

meter

0

0

0

kg

0

0

0

tonne

0

0

0

meter

0

0

0

kg

0

0

0

nos nos

0 0

0 0

0 0

Lit

0

0

0

Laminate adhesive agent ( thixotropic) 146 LDO for steam curing 147 Lime Lime stone dust @ 148 17.92 % Low viscosity 149 Injection Epoxy Grout 150 M.S. clamps for shoe 151 Masonry wall 145

kg

0

0

0

Liter tonne

0 0

0 0

0 0

tonne

0

0

0

Lit

0

0

0

Kg cum.

0 0

0 0

0 0

Material for sub-base course/ base course as 152 cum per grading requirement

0

0

0

Medium weight steel channel (ISMC series) 153 100 mm x 50 mm, kg 10.8 metres length @ 9.2 kg per meter

0

0

0

kg

0

0

0

155 Mild steel ISMC series kg

0

0

0

kg

0

0

0

kg

0

0

0

tonne kg nos. tonne m

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

154

Micro silica/ Silica Fume

MS angle iron 40 mm x 40 mm x 6 mm, MS angle iron 50 mm 157 x 50 mm x 6 mm, 158 MS bars 159 MS Bolt and nuts 160 MS clamp 161 MS Flat 162 MS pipes dia. 40 mm 156

MS sheet 14 gauge & angle stiffners 164 Mud (clay) 165 Nails, spikes, etc. 166 Nipples Non shrink self 167 compacting micro concrete 168 Nut bolt 169 Nuts & bolts Nuts & bolts 6 mm 170 dia. ( @approx. 2 kg per 100 nos) 163

PC based Super plasticizer 172 Planks 38 mm thick. Ply wood 12 mm 173 thick. 174 Ply wood 9 mm thick. Polymer modified 175 bitumen 176 polymer mortar M-45 177 Pozzoplus 171

kg

0

0

0

cum kg nos.

0 0 0

0 0 0

0 0 0

kg

0

0

0

nos Kg

0 0

0 0

0 0

nos.

0

0

0

kg

0

0

0

cum

0

0

0

sqm

0

0

0

sqm

0

0

0

kg

0

0

0

kg kg

0 0

0 0

0 0

0

0

0

0

0

0

Pre-coated stone chips of 13 mm nominal size 178 cum @ 0.005 cum per 10 sqm 179

Pre-moulded joint filler

sqm

Pre-packed polymer concrete based on epoxy system 180 kg complete with curing compound, initiator and promoter

0

0

0

181 Primer

0

0

0

0

0

0

meter

0

0

0

cum

0

0

0

0

0

0

0 0 0

0 0 0

0 0 0

0

0

0

0 0

0 0

0 0

0

0

0

0

0

0

0

0

0

kg

Project signboards with size of 1.8 x 1.2 m having details of 182 contract in the format nos and wording as directed by the Engineer PVC Pipes 200 mm dia Rafter, beam, battens 184 etc. 183

Ready to use sprayable 185 thixotropic repair kg mortar 186 Rubble cum 187 Rust clean agent kg 188 Sal wood cum sand ( 1.7 mm - 600 189 cum micron) 190 Sand ( ten times used) cum. 191 Sand bags Nos Sand of size 4.75 to 192 cum 0.075 mm Screening / coarse 193 cum sand 194 Sealant kg

Sheathing duct ID 66 meter mm Slow-curing bitumen 196 Kg emulsion soil/ borrowpit 197 cum material 195

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

cum

0

0

0

cum tonne

0 0

0 0

0 0

tonne

0

0

0

cum

0

0

0

Steel helmet and cushion block on top 198 Kg of casing head during driving Steel pipe 50 mm 199 external dia as per IS: meter 1239 200 Stone cum Stone crushed 201 aggregates 11.2 mm to cum 0.09 Stone crushed 202 aggregates 13.2 mm to cum 0.09 mm 203 Stone crusher dust cum Stone crusher dust 204 cum finer than 3 mm 205

Stone Screening for cum 11.2 mm for grading-II

Stone Screening for 13.2 mm 207 Stone spall 208 Structural steel Structural steel/ Sheet 209 pile 210 struts, ballies, etc. 206

Sub-base Material S1 type or S2 type Tie rods 20 mm 212 diameter Tiles size 300 x 300 213 mm and 25 mm thick 214 Timber 211

cum

0

0

0

nos

0

0

0

each

0

0

0

cum

0

0

0

Tube anchorage set complete with bearing 215 each plate, permanent wedges etc.

0

0

0

kg

0

0

0

KL

0

0

0

kg

0

0

0

cum

0

0

0

cum.

0

0

0

hour hour

0 0

0 0

0 0

hour

0

0

0

hour hour hour hour hour hour

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

Two component 216 aliphatic Polyurethane coat 217 Water Wire fabric ( mesh 50 218 mm x 50 mm size of 3 mm wire) 219 Wooden packing Wooden planks, 12 220 times used Equipments 1 Tractor-trolley 2 Dozer/ Excavator Drilling machine with 3 bit and accessories 4 Air Compressor 5 Tractor with ripper 6 Joint Cutting Machine 7 Crane 8 Truck 9 Jeep/ pickup

10 Dial gauge 4 Nos 11 Spirit Level 12 Benkelman Beam 13 Heavy Truck 14 Measuring Cylinder 15 Can 16 Air tight Bottle 17 Oven/Rapid Moisture 18 Balance(20 kg) 19 Baseplate 20 Field Density Jar Dynamic cone 21 penetrometer 22 Mould 23 Balance (0.1 gm.) 24 Tray (75*75 cm) 25 Shear test equipment 26 Schmidt Hammer Laboratory Crusher 27 Machine 28 Balance (1 Kg) 29 Rubber Mallet 30 Sieve Shaker 31 Sieves set 32 Hydraulic excavator Jack hammer /Rock 33 drill 34 Dozer 35 Tipper 36 Excavator 37 Loader 38 Water tanker 39 Roller

day day hour hour day day day day day day day

0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0

day

0

0

0

hour hour hour hour day

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

hour

0

0

0

hour hour hour hour hour

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

hour

0

0

0

hour hour hour hour hour hour

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

40 Vibratory roller hour 41 Motor grader hour 42 Tractor with rotavator hour

0 0 0

0 0 0

0 0 0

43

Plate compactor/power hour rammer

0

0

0

44

Plate compactor/power hour rammer

0

0

0

0

0

0

0 0

0 0

0 0

0

0

0

0 0 0

0 0 0

0 0 0

0

0

0

0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0

0

0

0

Tractor with ripper and hour rotator 46 Tractor /Loader hour 47 Tractor / Loader hour Smooth 3 wheeled 48 hour steel roller 49 Concrete mixer hour 50 Paver finisher hour 51 Electric generator hour Wet mix plant / other 52 hour similar equipment 53 Generator hour 54 Boiler hour 55 Bitumen distributor hour 56 Mechanical broom hour 57 Boiler hour 58 Bitumen sprayer hour 59 Emulsion distributor hour 60 Emulsion sprayer hour 61 Hand sprayer hour 62 Pneumatic Roller hour 63 Batch mix HEMP hour Chips Spreader ( with 64 hour truck) 45

65 Mixture machine 66 Hot mixed plant 67 HMP Mobile slurry seal 68 equipment 69 Drum mix plant 70 Cold mix plant 71 Mastic cooker 72 Kerb Casting Machine 73 Bentonite pump Piling rig ( with all 74 accessories) Air compressor with 75 pneumatic chisel . Grouting pump with 76 agitator Stressing jack with 77 pump 78 Trailer Concrete Pump 79 stationary 80 Transit Mixer 81 Batching Plant Shotcreteing 82 equipment Compressor with 83 Guniting equipment along with accessories 84 Epoxy Injection gun 85 Mortar mixer 86 Compressor Hydraulic Jack ( 40 87 tonne capacity)

hour hour hour

0 0 0

0 0 0

0 0 0

hour

0

0

0

hour hour hour hour hour

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

hour

0

0

0

hour

0

0

0

hour

0

0

0

hour

0

0

0

hour

0

0

0

hour

0

0

0

hour hour

0 0

0 0

0 0

hour

0

0

0

hour

0

0

0

hour hour hour

0 0 0

0 0 0

0 0 0

hour

0

0

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88 Blasting Machine Paint sprayer machine 89 with compressor 90 Hacking Machine Bridge Inspection 91 vehicle 92 Plate compactor 93 Galantine Auger / percussion 94 drilling set 95 Rotary drill 96 SPT hammer piezometr ( 10 nos 10 97 m each for 3 month duration) Stone Crusher with Screen 99 Detonator 98

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Government of Nepal Ministry of Physical Infrastructure & Transport Department of Roads Federal Road Supervision & Monitoring Office, Kathmandu ROAD DIVISION HETAUDA Details of Measurement Contract Identification No : BH No : Nature of the work : Name of Road : S.N Description of Works Unit . Operation and maintenance of Temporary diversion of road/ bridge to keep the 1 road serviceable through out the contract period as per specification and km-month/LS instruction of engineer Carry out maintenance of the existing road to keep the road serviceable through 2 out the contract period as per specification and instruction of the Engineer Km-month Providing and installation of project signboards with size of 1.8 x 1.2 m as per 3 specification and instruction of engineer. nos Providing and establishing camp with mobilization and demobilization for 4 contractor's Labour and staff and demolishing after completion of works as per job the specifications and instruction of the Engineer. Relocation of services / minor infrastructures, as per specifications and 5 instruction of the Engineer. job 6 Supply of Project Record as per specifications and instruction of the Engineer. set Reinstatement of quarry sites at the completion of works as instructed by the 7 engineers. Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 8 sqm lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Manual Means:-, In area of light jungle (less than 15 number per 100 sqm) Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 9 sqm lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Manual Means:-, In area of thorny jungle ( more than 15 numbers per 100 sqm) Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 10 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Brick / Tile work, Dry brick pitching or brick soling

No.

Length (m)

Breadth (m)

Height (m)

Quantity

Remarks

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 11 lead of 30 meters including removal and disposal of top organic soil not cum exceeding 150 mm in thickness., By Manual Means:-, Felling and uprooting of bamboo clearing the area, stacking of bamboo and disposing of wastes

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 12 sqm lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, In area of light jungle (less than 15 number per 100 sqm ) Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 13 sqm lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, In area of thorny jungle ( more than 15 numbers per 100 sqm) Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 14 lead of 30 meters including removal and disposal of top organic soil not cum exceeding 150 mm in thickness., By Mechanical Means, Felling and uprooting of bamboo clearing the area, stacking of bamboo and disposing of wastes

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 15 sqm lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Manual Means:-, In area of light jungle (less than 15 number per 100 sqm) Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 16 sqm lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., In area of thorny jungle ( more than 15 numbers per 100 sqm) Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 17 cum lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., Felling and uprooting of bamboo clearing the area, stacking of bamboo and disposing of wastes

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 18 sqm lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, In area of light jungle (less than 15 number per 100 sqm ) Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 19 sqm lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, In area of thorny jungle ( more than 15 numbers per 100 sqm) Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 20 lead of 1000 meters including removal and disposal of top organic soil not cum exceeding 150 mm in thickness., By Mechanical Means, Felling and uprooting of bamboo clearing the area, stacking of bamboo and disposing of wastes

Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, 21 stacking of serviceable Material with all lifts and up to a lead of 1000 meters number and earth filling in the depression/pit., Girth from 300 mm to 600 mm Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, 22 stacking of serviceable Material with all lifts and up to a lead of 1000 meters number and earth filling in the depression/pit., Girth from 600 mm to 900 mm Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, 23 stacking of serviceable Material with all lifts and up to a lead of 1000 meters number and earth filling in the depression/pit., Girth from 900 mm to 1800 mm Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, 24 stacking of serviceable Material with all lifts and up to a lead of 1000 meters number and earth filling in the depression/pit., Girth from 1800 - 2500 mm Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, 25 stacking of serviceable Material with all lifts and up to a lead of 1000 meters number and earth filling in the depression/pit., Girth above 2500 mm Clearing Grass and Removal of Rubbish and Dressing and levelling the construction surface 26 Clearing grass/ top soil and removal up to a distance of 50 meters outside the periphery of the area , including cutting and filling of small undulation., By Manual Means

sqm

Dismantling of kilometer stone including cutting of earth, foundation and 27 disposal of dismantled Material with all lifts and lead upto 1000 m and back number filling of pit., Five KM stone

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 28 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Lime /Cement Concrete, By Manual Means, Lime Concrete, cement concrete grade M-10 and below Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 29 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Lime /Cement Concrete, By Manual Means, Cement Concrete Grade M-15 & M-20 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 30 cum lifts and lead of 1000 meters, Lime /Cement Concrete, By Manual Means, Prestressed / Reinforced cement concrete grade M-20 & above Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 31 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Lime /Cement Concrete, By Mechanical Means, Cement Concrete Grade M-15 & M-20 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 32 cum lifts and lead of 1000 meters, Lime /Cement Concrete, By Mechanical Means, Prestressed / reinforced cement concrete grade M-20 & above Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 33 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Brick / Tile work, In lime mortar Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 34 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Brick / Tile work, In cement mortar Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 35 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Brick / Tile work, In mud mortar Dismantling of kilometer stone including cutting of earth, foundation and 36 disposal of dismantled Material with all lifts and lead upto 1000 m and back number filling of pit., One KM Stone

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 37 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Stone Masonry, Rubble stone masonry in lime mortar Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 38 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Stone Masonry, Rubble stone masonry in cement mortar. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 39 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Stone Masonry, Rubble Stone Masonry in mud mortar. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 40 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Stone Masonry, Dry rubble masonry Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 41 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Stone Masonry, Dismantling stone pitching/ dry stone spalls. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 42 cum lifts and lead of 1000 meters, Dismantling Stone Masonry, Dismantling boulders laid in wire crates including opening of crates and stacking dismantled Material. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 43 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Wood Work wrought framed and fixed in frames of trusses upto a height of 5 m above plinth level Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 44 tonne lifts and lead of 1000 meters, Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet., Including dismembering

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 45 tonne lifts and lead of 1000 meters, Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet., Excluding dismembering. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 46 number lifts and lead of 1000 meters, Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet., Extra over item No( v ) A and( v ) B for cutting rivets. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 47 disposal of unserviceable Material and stacking the serviceable Material with all number lifts and lead of 1000 meters, Scraping of Bricks Dismantled from Brick Work including Stacking., In lime/Cement mortar Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 48 disposal of unserviceable Material and stacking the serviceable Material with all number lifts and lead of 1000 meters, Scraping of Bricks Dismantled from Brick Work including Stacking., In mud mortar Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 49 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Scraping of Stone from Dismantled Stone Masonry, In cement and lime mortar Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 50 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Scraping of Stone from Dismantled Stone Masonry, In Mud mortar Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 51 disposal of unserviceable Material and stacking the serviceable Material with all sqm lifts and lead of 1000 meters, Scarping Plaster in Lime or Cement Mortar from Brick/ Stone Masonry Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of 52 dismantled Material with all lifts and up to a lead of 1000 metres, stacking meter serviceable Material and unserviceable Material separately.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 53 meter lifts and lead of 1000 meters, Removing all type of Hume Pipes and Stacking within a lead of 50 metres including Earthwork and Dismantling of Masonry Works., Up to 600 mm dia Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 54 meter lifts and lead of 1000 meters, Removing all type of Hume Pipes and Stacking within a lead of 50 metres including Earthwork and Dismantling of Masonry Works., Above 600 mm to 900 mm dia Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 55 meter lifts and lead of 1000 meters, Removing all type of Hume Pipes and Stacking within a lead of 50 metres including Earthwork and Dismantling of Masonry Works., Above 900 mm Dismantling of Flexible Pavements, Dismantling of flexible pavements and disposal of dismantled Material up to a lead of 1000 metres, stacking 56 serviceable and unserviceable Material separately, By Manual Means, cum Bituminous courses Dismantling of Flexible Pavements, Dismantling of flexible pavements and disposal of dismantled Material up to a lead of 1000 metres, stacking 57 serviceable and unserviceable Material separately, By Manual Means, Granular cum courses Dismantling of Flexible Pavements, Dismantling of flexible pavements and disposal of dismantled Material up to a lead of 1000 metres, stacking 58 serviceable and unserviceable Material separately, By Mechanical Means, cum Bituminous course Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock 59 piling at designated locations and disposal of dismantled Material up to a lead of cum 1000 metres, stacking serviceable and unserviceable Material separately Dismantling guard rails by manual means and disposal of dismantled Material 60 with all lifts and up to a lead of 1000 metres, stacking serviceable Material and meter unserviceable Material separately. Dismantling Kerb stone by manual means and disposal of dismantled Material 61 with all lifts and up to a lead of 1000 meter meter Dismantling Kerb stone channel by manual means and disposal of dismantled 62 Material with all lifts and up to a lead of 1000 meter meter Dismantling of CI water pipe line upto 600 mm dia including disposal with all 63 lifts and lead upto 1000 metres and stacking of serviceable Material and meter unserviceable Material separately . Removal of cement concrete pipe of sewer gutter 1500 mm dia including disposal with all lifts and up to a lead of 1000 metres and stacking of 64 serviceable and unserviceable Material separately but excluding earth meter excavation and dismantling of masonry works.

Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, 65 disposal with all lifts and up to a lead of 1000 metres and stacking the nos serviceable and unserviceable Material separately Reinforced Soil wall Structure with Tera Mesh System (TMS) Facing:, Providing and fixing Flexible Geogrids ( e.g. Paralink) as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating including secondary reinforcement of Terramesh 66 sqm system (TMS) as per Specifications Clause 2402 with Zinc +PVC coated as Facing material, laying of Geo textile, drainage gallery filling with boulder all complete as per Specifications Reinforced Soil wall Structure with Green Terra Mesh (GTM) Facing:, Providing and fixing Flexible Geogrids ( e.g. Paralink) as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating with design life >100 years including secondary reinforcement of Green Terramesh system (GTM) as per Specifications Clause 67 2402 with Zn+PVC coated with Bio-Mat, Steel Greed made of MS bar (10 mm sqm dia and grid size 160 mm x 160 mm), 3 nos of anchor bars of 10 mm dia to maintain the slope of GTM, laying of Geo textile, drainage gallery filling with boulder etc. all complete as per Specifications. Reinforced Soil wall Structure with Concrete Facing:, Providing and fixing Flexible Geogrids ( e.g. Paralink) as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating with design life >100 years including secondary reinforcement of Green Terramesh system (GTM) as per Specifications Clause 2402 with Zn+PVC coated with Bio-Mat, Steel Greed made of MS bar (10 mm dia and grid size 160 68 mm x 160 mm), 3 nos of anchor bars of 10 mm dia to maintain the slope of sqm GTM, laying of Geo textile, drainage gallery filling with boulder etc. all complete as per Specifications., High Strength Flexible Geogrids ( made of polyester core with polyethylene coating) with Strength as per design ( at least 200 KN/ m) Reinforced Soil wall Structure with Concrete Facing:, Providing and fixing Flexible Geogrids ( e.g. Paralink) as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating with design life >100 years including secondary reinforcement of Green Terramesh system (GTM) as per Specifications Clause 2402 with Zn+PVC 69 coated with Bio-Mat, Steel Greed made of MS bar (10 mm dia and grid size 160 sqm mm x 160 mm), 3 nos of anchor bars of 10 mm dia to maintain the slope of GTM, laying of Geo textile, drainage gallery filling with boulder etc. all complete as per Specifications., Para web 50 KN and 100 ken each Boundary pillar, Providing and fixing of Reinforced cement concrete M 15 grade boundary pillars of standard design Drawing ( top 150 mm dia, bottom 200 mm dia having 1.05 m height, 300 mm above ground and 750 mm below 70 ground with 6 mm dia bar two main bar having 1.84 m length each and 5 nos stirrups fixed in position including finishing and lettering but excluding painting as per Drawing and Technical Specifications.

GI Barbed Wire Fencing 1.2 Meter high with RCC post, Providing and fixing 1.8 meters high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 meters center to center founded in M 15 grade cement concrete, 0.6 meter below ground level, every 15th post, last but 71 one end post and corner post shall be strutted on both sides and meter end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Drawing and Technical Specifications GI Barbed Wire Fencing 1.8 Meter High with RCC post, Providing and fixing 1.8 m high GI barbed wire fencing with 2.4 m RCC M 15 grade 150 mm x 150 mm concrete post placed every 3 m center-to-center founded in M 15 grade cement concrete, 0.6 m below ground level, every 15th post, last but one end 72 post and corner post shall be strutted on both sides and end post on one side meter only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Drawing and Technical Specifications. GI Barbed Wire Fencing 1.2 Meter High on Angle Iron, Providing and fixing 1.2 meters high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 meters center to center founded in M 15 grade cement concrete, 0.6 meter below ground level, every 15th post, end post and 73 corner post shall be strutted on both sides and end post on one side only and meter provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Drawing and Technical Specifications. GI Barbed Wire Fencing 1.8 Meter High, Providing and fixing 1.8 meters high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 meters center to center founded in M 15 grade cement concrete, 0.6 meter below ground level, every 15th post, last but 74 one end post and corner post shall be strutted on both sides and meter end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Drawing and Technical Specifications Field Test, Carryout Pile Load Test up to 200 tones including all consumable 75 and accessories as per test procedure mentioned in the Technical Specifications. nos/day 76 Laboratory Setup including supply of electricity, water, gas and heating etc. set Providing, installing and maintaining Quality control laboratory with 77 equipment as specified in the Technical Specifications. set 78 Operation of Laboratory with Technical support of Laboratory staff Man-month Field Test, Carryout Axle load survey including all consumables and 79 accessories. no. of reading Field Test, Carryout Benkelman Beam Deflection Test including all 80 consumables and accessories. no of reading Field Test, Carryout Field Density test of sub grade/ sub base/ base test by Sand 81 replacement Method as per procedure mentioned in the Technical nos Specifications. 82 Field Test, Sampling from Subgrade, Sub base, base and Wearing Course nos Field Test, Carryout Rapid Determination of CBR by dynamic core 83 penetrometer as per test procedure mentioned in the Technical Specifications. point

Field Test, Carryout Measurement of Pavement Thickness including all 84 consumable and accessories as per test procedure mentioned in the Technical point Specifications. Laboratory Test, Carryout Shear test of disturbed sample including all 85 consumable and accessories as per test procedure mentioned in the Technical nos Specifications. Field Test, Coring of asphalt concrete Sample from pavement including all 86 consumable and accessories as per test procedure mentioned in the Technical nos/day Specifications. Field Test, Carryout Schmidt Hammer Test including all consumable and 87 accessories as per test procedure mentioned in the Technical Specifications. no Field Test, Carryout Bridge Load test (Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure 88 following relevant IS/IRC codes including deflection measuring instruments, nos loading materials, recoding and analyzing the load testing results cleaning of girder after load test, etc.) Laboratory Test, Sample preparation for inappropriate sample by crushing for 89 LAA, ACV, AIV test including all consumable and accessories as per test nos procedure mentioned in the Technical Specifications. Laboratory Test, Carry out Grain size Analysis including all consumable and 90 accessories as per test procedure mentioned in the Technical Specifications. nos Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for 91 culverts including fixing with cement mortar 1:2 as per Drawing and Technical meter Specifications., 900 mm internal dia. Providing, jointing and laying HDPE pipes with or without collar etc. complete 92 in place as per Drawing and Technical Specifications., a) 110 mm/125 mm outer meter dia. Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for 93 culverts including fixing with cement mortar 1:2 as per Drawing and Technical meter Specifications., 300 mm internal dia. Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for 94 culverts including fixing with cement mortar 1:2 as per Drawing and Technical meter Specifications., 450 mm internal dia. Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for 95 culverts including fixing with cement mortar 1:2 as per Drawing and Technical meter Specifications., 600 mm internal dia. Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for 96 culverts including fixing with cement mortar 1:2 as per Drawing and Technical meter Specifications., 1000 mm internal dia. Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for 97 culverts including fixing with cement mortar 1:2 as per Drawing and Technical meter Specifications., 1200 mm internal dia. Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for 98 culverts including fixing collar with cement mortar 1:2 as per Drawing and meter Technical Specifications., 300 mm internal dia. Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for 99 culverts including fixing collar with cement mortar 1:2 as per Drawing and meter Technical Specifications., 450 mm internal dia. Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for 100 culverts including fixing collar with cement mortar 1:2 as per Drawing and meter Technical Specifications., 600 mm internal dia.

Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for 101 culverts including fixing collar with cement mortar 1:2 as per Drawing and meter Technical Specifications., 900 mm internal dia. Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for 102 culverts including fixing collar with cement mortar 1:2 as per Drawing and meter Technical Specifications., 1000 mm internal dia. Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for 103 culverts including fixing collar with cement mortar 1:2 as per Drawing and meter Technical Specifications., 1200 mm internal dia. Providing and laying concrete channeling 104 Specifications., Cast in situ

as per Drawing and Technical

Providing and laying concrete channeling 105 Specifications., Pre cast

as per Drawing and Technical

106 Laying (Joining) of Precast concrete panel meter Earthwork Excavation in Cutting., Roadway Excavation in all types of Soil by Manual Means ., Roadway Excavation in all types of soil as per drawing and 107 technical specification, including removal of stumps and other deleterious cum matter, with all lifts and lead as per Drawing and instruction of the Engineer. Earthwork Excavation in Cutting., Roadway Excavation in all types of Soil by Mechanical Means ., Road way Excavation in all types of soil as per Drawing 108 and technical specifications including removal of stumps and other deleterious cum matter, all lifts and lead as per Drawing and instruction of the Engineer. Earthwork Excavation in Cutting., Roadway Excavation in ordinary rock by Manual Means ., Roadway Excavation in ordinary rock as per Drawing and 109 Technical specification, including all lift and lead as per Drawing and cum instruction of the Engineer. Earthwork Excavation in Cutting., Roadway Excavation in ordinary rock by Mechanical Means ., Roadway Excavation in ordinary rock as per Drawing 110 and Technical specification, including all lift and lead as per Drawing and cum instruction of the Engineer. Earthwork Excavation in Cutting., Roadway Excavation in Hard Rock, mechanical Drilling, Roadway Excavation in hard rock with mechanical 111 drilling, including blasting and breaking, and disposal of cut road within all lifts cum and leads as per Drawing and instruction of the Engineer. Earthwork Excavation in Cutting., Excavation in Hard Rock, manual Drilling, 112 Roadway excavation in hard rock with manual drilling, blasting, breaking, cum lifts and leads all complete as per Drawing and instruction of the Engineer. Earthwork Excavation in Cutting., Excavation in Hard Rock (blasting prohibited), Roadway Excavation in hard rock with rock breakers, including 113 breaking rock, lifts and lead for disposal as per Drawing and Technical cum Specifications, Mechanical method, lead upto 30 m Earthwork Excavation in Cutting., Excavation in Hard Rock (blasting prohibited), Roadway Excavation in hard rock manually chiseling including 114 breaking rock, lifts and lead for disposal as per Drawing and Technical cum Specifications , Earthwork Excavation in Cutting., Excavation in Hard Rock (blasting prohibited), Roadway Excavation in hard rock manually with use of chemical, 115 including breaking rock, disposal within all lifts and lead as per Drawing and cum Technical Specifications Earthwork Excavation in Cutting., Excavation in Marshy Soil, Roadway 116 Excavation in marshy soil as per Drawing and Technical Specifications cum

Removal of Unserviceable Soil with Disposal upto 1000 meters, Removal of 117 unserviceable soil including excavation, loading and disposal upto 1000 meters cum lead Trimming/ Rock Excavation Slopes, Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and 118 blasting accessories in properly aligned and spaced drill holes, collection of the sqm excavated rock by machine, with all lifts and lead as per Drawing and instruction of the Engineer. Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 119 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary soil by Manual Means, Depth upto 3 m Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 120 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary soil by Manual Means, Depth 3 m to 6 m Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 121 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary soil by Manual Means, Depth above 6 m Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 122 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary soil by Mechanical Means, Depth upto 3 m Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 123 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary soil by Mechanical Means, Depth 3 m to 6 m Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 124 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary soil by Mechanical Means, Depth above 6 m Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 125 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary Rock (not requiring blasting) by Manual Means, Depth upto 3 m Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 126 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary Rock (not requiring blasting) by Mechanical Means, Depth upto 3 m Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 127 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Hard Rock ( requiring blasting ) by Manual Means

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 128 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Hard Rock ( blasting prohibited ) by Mechanical Means Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 129 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Marshy Soil by Manual Means, Depth upto 3 m Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 130 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Marshy Soil by Mechanical Means Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 131 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Back Filling in Marshy Foundation Pits Stripping and Storing Top Soil, Stripping, storing of top soil by road side at 15 m internal and re-application on embankment slopes, cut slopes and other areas 132 in localities where the available embankment Material is not conducive to plant cum growth as per Drawing and Technical Specifications. Stripping, Storing and Re-laying Top Soil from Borrow Areas in Agriculture Fields., Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth 133 to maintain fertility of the agricultural field, finishing it to the required levels to cum the satisfaction of the farmer as per Drawing and Technical Specifications. Preparation and Surface Treatment of Formation., Preparation and surface treatment of Formation by removing mud and slurry, watering to the extent 134 needed to maintain desired moisture content , compacting all complete as per sqm Drawing and Technical Specifications. Construction of Embankment with Material obtained from Borrow pits, 135 Providing, laying, spreading and compacting embankment with borrow material cum as per Drawing and Technical Specifications. Construction of Embankment with Material Deposited from Roadway Cutting, Providing, laying, spreading and compacting embankment with roadway cutting 136 material and compact to the required density as per Drawing and Technical cum Specifications.( Manually) Construction of Embankment with Material Deposited from Roadway Cutting, Providing, laying, spreading and compacting embankment with roadway cutting 137 material and compact to the required density as per Drawing and Technical cum Specifications. (With machine) Construction of Rock fill Embankment, Providing and laying of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm 138 laid in layers not exceeding 500 mm thick including filling of surface voids with cum stone spalls, blinding top layer with granular Material, rolled to required density all complete as per Drawing and Technical Specifications. Providing suitable material and Back filling behind abutment, wing wall and 139 return wall complete as per Drawing and Technical Specifications., Granular cum Material

Providing suitable material and Back filling behind abutment, wing wall and 140 return wall complete as per Drawing and Technical Specifications., Sandy cum Material Providing suitable material and Back filling behind abutment, wing wall and 141 return wall complete as per Drawing and Technical Specifications., Locally cum available Material including compaction by tamping rod ( without watering) Providing suitable material and Back filling behind abutment, wing wall and 142 return wall complete as per Drawing and Technical Specifications., Locally cum available Material, with out watering and compaction by tamping rod Providing and laying of Filter media with granular Material/stone crushed aggregates to a thickness of not less than 600 mm with smaller size towards the 143 soil and bigger size towards the wall and provided over the entire surface behind cum abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Scarifying Existing road Surface to a Depth of 50 mm by Manual Means, Scarifying the existing road surface to a depth of 50 mm and 144 disposal of scarified Material with all lifts and leads as per Drawing and sqm Technical Specifications. Scarifying Existing road Surface to a Depth of 50 mm by Manual Means, Scarifying the existing granular road surface to a depth of 145 50mm and disposal of scarified Material with all lifts and leads within Right of sqm way as per Drawing and Technical Specifications. Scarifying Existing road Surface to a depth of 50 mm by Mechanical Means, Scarifying the existing road surface to a depth of 50 mm and disposal of 146 scarified Material with in all lifts and lead as per Drawing and Technical sqm Specifications. Scarifying Existing road Surface to a depth of 50 mm by Mechanical Means, Scarifying the existing bituminous road surface to a depth of 50 mm and 147 disposal of scarified Material with in all lifts and lead as per Drawing and sqm Technical Specifications. Construction of Subgrade and Earthen Shoulders with approved Material ( capping layer), Providing and laying sub-grade and earthen shoulders with 148 approved Material obtained from borrow pits with all lifts & leads as per sqm Drawing and Technical Specifications. Compacting Original Ground, Compacting original ground supporting subgrade, Loosening of the ground upto a level of 500 mm below the sub-grade 149 level, watered, graded and compacted in layers as per Drawing and Technical sqm Specifications. Compacting Original Ground, Compacting original ground supporting embankment, Loosening, leveling and Compacting original ground supporting 150 embankment to facilitate placement of first layer of embankment, scarified to a sqm depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve dry density as per Drawing and Technical Specifications. Lime Stabilization for Improving Sub-grade, Providing , laying and spreading available soil with 3 per cent slaked lime having minimum content of 70 per 151 cent of CaO, mixing, grading and compacting at OMC to the desired density to sqm form a layer of sub grade as per Drawing and Technical Specifications., By Mechanical Means Lime Stabilization for Improving Sub-grade, Providing , laying and spreading available soil with 3 per cent slaked lime having minimum content of 70 per 152 cent of CaO, mixing, grading and compacting at OMC to the desired density to sqm form a layer of sub grade as per Drawing and Technical Specifications., By Manual Means

Providing and laying granular sub-base on prepared surface, mixing at OMC, 153 and compacting to achieve the desired density, complete as per Drawing and cum Technical Specifications., By Mechanical means Providing and laying granular sub-base on prepared surface, mixing at OMC, 154 and compacting to achieve the desired density, complete as per Drawing and cum Technical Specifications., By manual Means Providing, laying and spreading soil on a prepared sub grade, pulverizing, adding the designed quantity of cement to the spread soil, mixing in place , 155 grading and compacting at OMC to achieve the desired unconfined cum compressive strength and to form a layer of sub-base/base as per Drawing and Technical Specifications., For 4 per cent quantity of cement by weight of soil Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place , grading 156 and compacting at OMC to achieve the desired unconfined compressive cum strength and to form a layer of sub-base/base as per Drawing and Technical Specifications. Making 50 mm x 50 mm furrows, 50 mm deep, 450 to the center line of the road and at one meter interval in the existing thin bituminous wearing coarse 157 including sweeping and disposal of excavated Material ., 25 mm deep furrow sqm cutting Providing, laying, spreading and compacting screening / coarse sand of 158 specified grade in uniform layer on a prepared surface and compacting to form cum a inverted Choke as per Drawing and Technical Specifications. Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices 159 of coarse aggregate, watering and compacting to the required density as per cum Drawing and Technical Specifications., By Manual Means, By using stone screening 13.2mm and Vibratory roller Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices 160 of coarse aggregate, watering and compacting to the required density as per cum Drawing and Technical Specifications., By Manual Means, By using stone screening 13.2mm and Smooth 3 wheeled steel roller Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices 161 of coarse aggregate, watering and compacting to the required density as per cum Drawing and Technical Specifications., By Manual Means, By using stone screening 11.2 mm for grading-II and Vibratory roller Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices 162 of coarse aggregate, watering and compacting to the required density as per cum Drawing and Technical Specifications., By Manual Means, By using stone screening 11.2 mm for grading-II and Smooth 3 wheeled Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices 163 of coarse aggregate, watering and compacting to the required density as per cum Drawing and Technical Specifications., By Mechanical Means:, By using stone screening 13.2 mm for grading-II and vibratory roller

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per 164 Drawing and Technical Specifications., By Mechanical Means:, By using stone cum screening 13.2 mm for grading-II and Smooth 3 wheeled steel roller Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices 165 of coarse aggregate, watering and compacting to the required density as per cum Drawing and Technical Specifications., By Mechanical Means:, By using stone screening 11.2 mm for grading-II and Smooth 3 vibratory roller Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per 166 Drawing and Technical Specifications., By Mechanical Means:, By using stone cum screening 11.2 mm for grading-II and Smooth 3 wheeled steel roller Providing and laying Crusher Run Macadam on a prepared surface, spreading 167 and mixing , watering and compacting to form a layer of sub-base/Base course cum as per Drawing and Technical Specifications., By Mix in Place Method Providing and laying Crusher Run Macadam on a prepared surface, spreading 168 and mixing , watering and compacting to form a layer of sub-base/Base course cum as per Drawing and Technical Specifications., By Mix in Place Method Providing and laying Median and Island above road level with approved 169 Material deposited including compacted as per Drawing and Specifications. cum ( using material from Roadway excavation). Providing and laying Median and Island above road level with approved 170 Material deposited including compacted as per Drawing and Specifications. cum ( using material from borrow area). 171 "12.10" Providing and making footpath/separator of 150 mm compacted granular sub base and 25 mm thick cement concrete grade M 15, over laid with pre-cast 172 concrete tiles in cement mortar 1:3 including provision of all drainage cum arrangements but excluding Kerb channel as per Drawing and Technical Specifications. Providing laying, spreading watering, levelling and compaction of Telford base 173 ( Block pitching) as per Drawing and Technical Specifications. cum Providing, laying, spreading and compacting stone aggregates of specific sizes to dry bound macadam including spreading in uniform thickness, hand packing, rolling and brooming requisite type of screening/ binding Materials to fill up 174 the interstices of coarse aggregate, and compacting to the required density as per cum Drawing and Technical Specifications., By Manual Means, Grading-I Providing, laying, spreading and compacting stone aggregates of specific sizes to dry bound macadam including spreading in uniform thickness, hand packing, rolling and brooming requisite type of screening/ binding Materials to fill up 175 the interstices of coarse aggregate, and compacting to the required density as per cum Drawing and Technical Specifications., By Manual Means, Grading-II

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC 176 laying in uniform layers in sub- base / base course on well prepared surface and cum compacting to achieve required density as per Drawing and Technical Specifications., Base course with B1 material Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC 177 laying in uniform layers in sub- base / base course on well prepared surface and cum compacting to achieve required density as per Drawing and Technical Specifications., Base course with B2 material Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC 178 laying in uniform layers in sub- base / base course on well prepared surface and cum compacting to achieve required density as per Drawing and Technical Specifications., Sub Base course with S1 material Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC 179 laying in uniform layers in sub- base / base course on well prepared surface and cum compacting to achieve required density as per Drawing and Technical Specifications., Sub Base course with S2 material Prime Coat, Prime Coat, with MC 30 / 70 by Mechanical Means, Providing and applying prime coat with Hot Bitumen ( including cutter) on prepared surface of 180 granular base including cleaning of road surface and spraying by mechanical lit means as per Technical Specification ., Bitumen ( cutback) MC 30 ( for WBM) Prime Coat, Prime Coat, with MC 30 / 70 by Mechanical Means, Providing and applying prime coat with Hot Bitumen ( including cutter) on prepared surface of 181 granular base including cleaning of road surface and spraying by mechanical lit means as per Technical Specification ., Bitumen ( cutback) MC 30 ( for stabilized soil base/ crusher run macadam) , Prime Coat, with MC 30 / 70 by Bitumen , by manual means, Providing and applying prime coat with Hot Bitumen(including cutter) on prepared surface of 182 granular base including cleaning of road surface and spraying at specified rate lit by manual means as per Technical Specification . , Bitumen ( cutback) MC 30 ( for WBM) , Prime Coat, with MC 30 / 70 by Bitumen , by manual means, Providing and applying prime coat with Hot Bitumen(including cutter) on prepared surface of 183 granular base including cleaning of road surface and spraying at specified rate lit by manual means as per Technical Specification . , Bitumen (cut back )MC 70 ( for stabilized soil base/ crusher run macadam) , Prime Coat, with Emulsion by Mechanical Means, Providing and applying primer coat with Bitumen emulsion on prepared surface of granular base 184 including cleaning of road surface and spraying primer at specified rate using lit mechanical means as per Technical Specification . , Prime Coat with emulsion, for manual works, Providing and applying primer coat with Bitumen emulsion on prepared surface of granular base including 185 cleaning of road surface and spraying primer at specified rate as per Technical lit Specification. Tack Coat, Tack coat with Bitumen By Mechanical Means, Providing and 186 applying tack coat with hot Bitumen at specified rate on the prepared non- lit bituminous surfaces including cleaning as per Technical Speciation .

, Tack coat with Bitumen by Manual Means, Providing and applying tack coat 187 with hot Bitumen at the specified rate the prepared surfaces including cleaning lit as per Technical Speciation . , Tack coat with Emulsion By Mechanical Means, Providing and applying tack 188 coat with Bitumen emulsion at specified rate on the prepared non-bituminous lit surfaces including cleaning as per Technical Speciation . , Tack coat with Emulsion By Manual Means, Providing and applying tack coat 189 with Bitumen emulsion at the specified rate the prepared surfaces including lit cleaning as per Technical Speciation . Bituminous Macadam, Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per specification premixed with 190 bituminous binder, laid over a previously prepared surface as per Drawing and cum Technical Specifications. , Grading I ( 40 mm nominal size ) 191 freshly laid tack coat Bituminous Macadam, Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per specification premixed with 192 bituminous binder, laid over a previously prepared surface as per Drawing and cum Technical Specifications. , Grading II(19 mm nominal size) 193 freshly laid tack coat Bituminous Penetration Macadam, Providing and laying penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate 194 with applications of bituminous binder and key aggregates as per Drawing and sqm Technical Specifications., 50 mm thick Bituminous Penetration Macadam, Providing and laying penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate 195 with applications of bituminous binder and key aggregates as per Drawing and sqm Technical Specifications., 75 mm thick Dense Graded Bituminous Macadam, Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with 196 bituminous binder and filler as per Drawing and Technical Specifications., cum Grading - I 40 mm (Nominal Size) 197 freshly laid tack coat Dense Graded Bituminous Macadam, Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with 198 bituminous binder and filler as per Drawing and Technical Specifications., cum Grading - II 19 mm (Nominal Size) 199 freshly laid tack coat Bituminous Concrete / Asphalt Concrete, Providing and laying Bituminous concrete/ Asphalt concrete using crushed aggregates of specified grading, 200 premixed with bituminous binder and filler as per Drawing and Technical cum Specifications, Grading - I-19 mm (Nominal Size) 201 freshly laid tack coat Bituminous Concrete / Asphalt Concrete, Providing and laying Bituminous concrete/ Asphalt concrete using crushed aggregates of specified grading, 202 premixed with bituminous binder and filler as per Drawing and Technical cum Specifications, Grading - II-13 mm (Nominal Size) 203 freshly laid tack coat Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 204 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MECHANICAL MEANS, 19 mm nominal chipping size

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 205 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MECHANICAL MEANS, 13 mm nominal size chipping Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 206 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MECHANICAL MEANS, 10 mm nominal size chipping Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 207 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MECHANICAL MEANS, 6.0 mm nominal size chipping Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 208 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MANUAL MEANS, 19 mm nominal size chipping Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 209 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MANUAL MEANS, 13 mm nominal size chipping Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 210 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MANUAL MEANS, 10 mm nominal size chipping Pre-coating Chips, Pre-coating of chips with 1 per cent of paving bitumen by 211 weight of chips in a suitable mixer duly heated to 160 degree C as per Technical cum Specification 20 mm thick Open-Graded Premix Carpet using Bituminous (Paving bitumen / Modified bitumen) Binder, Providing and laying open-graded premix carpet of 212 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates as wearing course sqm on a previously prepared base as per drawing and Technical Specifications ., By Manual Means 20 mm thick Open-Graded Premix Carpet using Bituminous (Paving bitumen / Modified bitumen) Binder, By Mechanical Means, Providing and laying open213 graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm sqm aggregates as wearing course on a previously prepared base as per drawing and Technical Specifications ., Mechanical method using Hot Mix Plant 20 mm thick Open-Graded Premix Carpet using Bituminous (Paving bitumen / Modified bitumen) Binder, By Mechanical Means, Providing and laying opengraded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 214 aggregates as wearing course on a previously prepared base as per drawing and sqm Technical Specifications ., Open-Graded Premix Surfacing using cationic Bitumen Emulsion Close Graded Premix Surfacing/Mixed Seal Surfacing , Mechanical means using HMP of appropriate capacity ,, Providing and laying close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm or 215 13.2 mm to 0.09 mm aggregates using bitumen as wearing course on a sqm previously prepared base, including mixing in a suitable plant as per Drawing and Technical Specifications., Type - A

Close Graded Premix Surfacing/Mixed Seal Surfacing , Mechanical means using HMP of appropriate capacity ,, Providing and laying close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm or 216 13.2 mm to 0.09 mm aggregates using bitumen as wearing course on a sqm previously prepared base, including mixing in a suitable plant as per Drawing and Technical Specifications., Type - B Seal Surfacing, Providing and laying seal coat sealing the voids in a bituminous 217 surface as per Drawing and Technical Specifications. sqm Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road 218 surface including cleaning of surface, mixing of slurry seal in a suitable mobile sqm plant, laying and compacting to provide even riding surface as per Drawing and Technical Specifications., 5 mm thickness Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road 219 surface including cleaning of surface, mixing of slurry seal in a suitable mobile sqm plant, laying and compacting to provide even riding surface as per Drawing and Technical Specifications., 3 mm thickness Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road 220 surface including cleaning of surface, mixing of slurry seal in a suitable mobile sqm plant, laying and compacting to provide even riding surface as per Drawing and Technical Specifications., 1.5 mm thickness Fog Spray, Providing and applying low viscosity bitumen emulsion for sealing 221 cracks less than 3 mm wide or incipient fretting or disintegration in an existing sqm bituminous surfacing as per Drawing and Technical Specifications. Fog Spray, Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing 222 bituminous surfacing as per Drawing and Technical Specifications., Blind the sqm fog spray Bituminous Cold Mix ( Including Gravel Emulsion), Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including 223 mixing in a plant of suitable type as per Drawing and Technical Specifications., cum Using bitumen emulsion and 9.5 mm or 13.2 mm size aggregate Bituminous Cold Mix ( Including Gravel Emulsion), Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including 224 mixing in a plant of suitable type as per Drawing and Technical Specifications., cum Using bitumen emulsion and 19 mm or 26.5 mm nominal size aggregate Bituminous Cold Mix ( Including Gravel Emulsion), Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including 225 mixing in a plant of suitable type as per Drawing and Technical Specifications., cum Using cutback bitumen and 9.5 mm or 13.2 mm nominal size aggregate

Bituminous Cold Mix ( Including Gravel Emulsion), Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including 226 mixing in a plant of suitable type as per Drawing and Technical Specifications., cum Using cutback bitumen and 19 mm or 26.5 mm nominal size aggregate Sand Asphalt Base Course, Providing, laying and rolling sand-asphalt base 227 course composed of sand, mineral filler and bituminous binder on a prepared cum sub-grade or sub-base as per Drawing and Technical Specifications. Anti- Stripping agent, Providing and mixing of Anti stripping agent as per 228 Design/ direction of Engineer kg Bitumen Cutter, Providing and mixing of Bitumen cutter 229 direction of Engineer

as per design /

lit

Modified Binder, Supply of modified binder (produced by mixing bitumen with modifier such as natural rubber or crumb rubber or any other polymer found 230 compatible with bitumen) as per Specifications and direction of the Engineer. tonne Otta seal, Providing and laying Otta seal surface as wearing course in single 231 coat using river bed shingles /aggregates of specified size ( 0- 16 mm) laid on sqm prepared surface as per Drawing and Technical Specifications. Recipe Cold Mix, Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over 232 prepared surface, by paver finisher, rolled with a pneumatic tired roller initially cum and finished with a smooth steel wheel roller, all as per specifications., 75 mm thickness Recipe Cold Mix, Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over 233 prepared surface, by paver finisher, rolled with a pneumatic tired roller initially cum and finished with a smooth steel wheel roller, all as per specifications., 40 mm thickness Recipe Cold Mix, Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over 234 prepared surface, by paver finisher, rolled with a pneumatic tired roller initially cum and finished with a smooth steel wheel roller, all as per specifications., 25 mm thickness Mastic Asphalt, Providing and laying 25 mm thick mastic asphalt wearing course excluding prime coat with paving grade bitumen including providing 235 antiskid surface with bitumen pre-coated fine grained hard stone chipping at an sqm spacing of 10 cm center to center in both directions all complete as per Drawing and Technical specifications. Brick work for footpath, Providing and laying flat brick over 60 mm thick 236 sand bed in footpath including excavation sand bedding all complete as per sqm specification. Precast Cement Concrete M 20 Kerb , Providing and laying of /20 precast cement concrete Kerb 38 cm * 20 cm * 25 cm ( H*B*L) with 12 mm thick 1:3 237 cement sand mortar bedding and joints including foundation excavation meter levelling but excluding foundation concrete for foundation or sand gravel material, all complete as per Drawing and Technical Specifications. Cast in Situ Cement Concrete or natural stone block for footpath, Providing and laying of precast / cast in situ 50 mm thick cement concrete slab footpath on 238 12 mm thick 1: 3 cement sand mortar over the prepared base, all complete as per sqm Drawing and Technical Specifications.

, Providing and laying 25 mm thick Natural stone slab footpath on 12 mm 239 thick 1: 3 cement sand mortar over the prepared base, all complete as per sqm specification. Cast in Situ Cement Concrete Kerb , Providing and laying cement concrete Kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 240 50 mm projection beyond Kerb stone, Kerb stone laid with Kerb laying meter machine, foundation concrete laid manually, all complete as per Drawing and Technical Specifications. Cast in Situ Cement Concrete M 20 Kerb with Channel, Providing and laying cement concrete Kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on grade foundation 150 mm 241 thick, Kerb channel 300 mm wide, 50 mm thick in PCC grade, sloped towards meter the Kerb, Kerb stone with channel laid with Kerb laying machine, foundation concrete laid manually, all complete as specification. Brick work for footpath, Providing and laying brick on edge over 60 mm thick 242 sand bed in footpath including excavation sand bedding all complete as per sqm Drawing and Technical Specifications. Kilometer Stone, Providing and Fixing Reinforced cement concrete M 15 grade 243 kilometer Post including painting and printing as per Standard Drawing-2070 no and Technical Specifications. position, One kilometer post (precast) Non Reflective Traffic Signs, Providing and fixing of Non reflective warning, mandatory and informatory sign board of 2 mm thick MS Sheet with back support frame fixed on heavy 50 mm tube or Channel section 244 of 75 mm X 40 mm firmly fixed to the ground by means of properly designed no foundation with M 10/40 grade cement concrete 300 mm x 300 mm x 300 mm, l as per drawings and Technical Specification/ DOR Publication. Retro-Reflectorized Traffic Signs, Providing and fixing of retro- reflectorized warning, Regulatory and informatory sign as per specification clause 1501 made of high intensity grade sheeting , fixed over aluminum sheeting, 1.5 mm thick supported on a 50 mm internal dia steel tube or mild steel angle iron post 75 mm 245 no x 40 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 10/40 grade cement concrete 30 cm x 30 cm , 30 cm below ground level or as per Drawing and Technical Specifications. Overhead Signs, Providing and erecting overhead signs with a corrosion resistant 2 mm thick aluminum alloy sheet reflectorized with micro prismatic retro-reflective type with vertical and lateral clearance as per drawing and installed as per Specification over a designed support system of aluminum alloy 246 tonne or galvanized steel trusses of sections and type as per structural design requirements , Drawing and Technical Specifications., Truss and Vertical Support Overhead Signs, Providing and erecting overhead signs with a corrosion resistant 2 mm thick aluminum alloy sheet reflectorized with micro prismatic retro-reflective type with vertical and lateral clearance as per drawing and installed as per Specification over a designed support system of aluminum alloy 247 sqm or galvanized steel trusses of sections and type as per structural design requirements , Drawing and Technical Specifications., Aluminum Alloy Plate for Over Head Sign Painting Two Coats on Concrete Surfaces, Providing and Painting two coats 248 after filling the surface with synthetic enamel paint in all shades on concrete / sqm plaster surfaces as per Drawing and Technical Specifications.

Painting on Steel Surfaces, Providing and applying two coats of ready mix paint 249 of approved brand on steel surface after through cleaning of surface to give an sqm even shade as per Drawing and Technical Specifications. Painting on Wood Surfaces, Providing and applying two coats of ready mix 250 paint of approved brand on wood surface after thorough cleaning of surface to sqm give an even shade as per Drawing and Technical Specifications. Painting Lines, Dashes, Arrows etc. on Roads in Two Coats, Providing required material and Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to NS 408/ IS 164 on 251 bituminous surface, including cleaning the surface of all dirt, dust and other sqm foreign matter, demarcation at site and traffic control as per Drawing and Technical Specifications., Over 10 cm in width Painting Lines, Dashes, Arrows etc. on Roads in Two Coats, Providing required material and Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to NS 408/ IS 164 on 252 bituminous surface, including cleaning the surface of all dirt, dust and other sqm foreign matter, demarcation at site and traffic control as per Drawing and Technical Specifications., Up to 10 cm in width Painting Lines, Dashes, Arrows etc. on Roads in Two Coats on Old Work, Providing required materials and Painting lines, dashes, arrows etc. on roads in two coats on old work with ready mixed road marking paint conforming to NS 253 408/ IS: 164 on bituminous surface, including cleaning the surface of all dirt, sqm dust and other foreign matter, demarcation at site and traffic control as per Drawing and Technical Specifications., over 10 cm in width Painting Lines, Dashes, Arrows etc. on Roads in Two Coats on Old Work, Providing required materials and Painting lines, dashes, arrows etc. on roads in two coats on old work with ready mixed road marking paint conforming to NS 254 408/ IS: 164 on bituminous surface, including cleaning the surface of all dirt, sqm dust and other foreign matter, demarcation at site and traffic control as per Drawing and Technical Specifications., Up to 10 cm in width Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface, On smooth surface (similar to Asphalt concrete and rigid pavement), Providing and laying of hot applied thermoplastic 255 compound at least 2 mm thick including reflectorizing glass beads as per DOR sqm Traffic sign manual/ Specifications .The finished surface to be level, uniform and free from streaks and holes. Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface, On rough surface ( similar to surface dressing), Providing and laying of hot applied thermoplastic compound at least 256 2 mm thick including reflectorizing glass beads as per DOR Traffic sign sqm manual/ Specifications .The finished surface to be level, uniform and free from streaks and holes. Providing and fixing of road stud 100x 100 mm, die-cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lenses reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per Specification clause 1505., Providing and fixing of road stud 100 x 100 mm, die-cast in 257 aluminum, resistant to corrosive effect of salt and grit, fitted with lenses no reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per Drawing and Technical Specifications.

Kilometer Stone, Providing and Fixing Reinforced cement concrete M 15 grade 258 kilometer Post including painting and printing as per Standard Drawing-2070 no and Technical Specifications. position, Five kilometer Post (precast) Road Delineators Post, Providing and installation of 150 mm * 150 mm 1. 5 m long delineators (road way indicators, hazard markers, object markers), 80-100 259 cm high above ground level, painted black and white in 20 cm wide strips, no buried or pressed into the ground and conforming to the drawings and Technical Specifications. Reinforced Cement Concrete Crash Barrier, Providing and Fixing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD 260 reinforcement and dowel bars 25 mm dia, 450 mm long at expansion joints meter filled with pre-molded asphalt filler board, keyed to the structure on which it is built and installed as per design, Drawing and Technical Specifications. Metal Beam Crash Barrier, Type - A, "W" : Metal Beam Crash Barrier, Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m center to center, 261 meter 1.8 m high, 1.1 m below ground/road level metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per Drawing and Technical Specifications. Metal Beam Crash Barrier, Type - B, "THRIE" : Metal Beam Crash Barrier, Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m center to center, 262 meter 2.1 m high with 1.3 m below ground level, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per Drawing and Technical specifications. Metal Beam Crash Barrier, Flexible Crash Barrier, Wire Rope Safety Barrier, Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip, embedded in M 15 grade cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 horizontal steel wire rope 40 mm dia and anchored 263 at terminal posts 15 m apart. Terminal post to be embedded in M 15 grade meter cement concrete foundation 2400 x 450 x 900 mm (depth), strengthened by a strut of RS joist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8 mm, 1.50 m long at the bottom, all embedded in foundation concrete as per design , Drawing and Technical Specifications. Anti-Glare Devices in Median, Plantation, Providing and Plantation of shrubs 264 and plants of approved species in the median. apart from cutting off glare from vehicle coming from opposite direction, Anti-Glare Devices in Median, Anti-glare screen with 25 mm steel pipe framework fixed with circular and rectangular vans, Providing and erecting an anti - glare screen with 25 mm dia vertical pipes fabricated and framed in the form of panels of one meter length and 1.75 meter height fixed with circular vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made 265 out of steel sheet of 3 mm thickness, end vertical pipes of the panel made larger meter for embedding in foundation concrete, applying 2 coats of paint on all exposed surfaces, all as per design , drawings and Technical Specifications.

Anti-Glare Devices in Median, Anti-glare screen with rectangular vane of MS sheet, Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m center to 266 center, top edge of the screen 1.75 m above ground level, vertical post firmly meter embedded in M-15 cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per design , Drawing and Technical Specifications. Street Lighting, Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m 267 apart, 1.8 m overhang on both sides if fixed in the median and on one side if no fixed on the footpath, fitted with sodium vapor lamp and fixed firmly in concrete foundation as per design , Drawing and Technical Specifications.. Rumble Strips, Providing and making of Rumble strips with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint., Provision of 15 Nos rumble strips covered with premix bituminous 268 sqm carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. Lettering new Letter and Figures of any Shade, Providing and lettering new 269 letter and figures of any shade with synthetic enamel paint black or any other cm-letter approved color to give an even shade, Nepali Lettering new Letter and Figures of any Shade, Providing and lettering new 270 letter and figures of any shade with synthetic enamel paint black or any other cm-letter approved color to give an even shade, English and Roman Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other 271 consumable and removal of excavated earth with necessary lifts and lead all meter complete as per Drawing and Technical Specifications., Pile diameter-750 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other 272 consumable and removal of excavated earth with necessary lifts and lead all meter complete as per Drawing and Technical Specifications., Pile diameter-500 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other 273 consumable and removal of excavated earth with necessary lifts and lead all meter complete as per Drawing and Technical Specifications., Pile diameter-600 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other 274 consumable and removal of excavated earth with necessary lifts and lead all meter complete as per Drawing and Technical Specifications., Pile diameter-1000 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other 275 consumable and removal of excavated earth with necessary lifts and lead all meter complete as per Drawing and Technical Specifications., Pile diameter-1200 mm

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and other 276 consumable and removal of excavated material with necessary lifts and lead all meter complete as per Drawing and Technical Specifications ., Pile diameter-300 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and other 277 consumable and removal of excavated material with necessary lifts and lead all meter complete as per Drawing and Technical Specifications ., Pile diameter-500 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and other 278 consumable and removal of excavated material with necessary lifts and lead all meter complete as per Drawing and Technical Specifications ., Pile diameter-600 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and other 279 consumable and removal of excavated material with necessary lifts and lead all meter complete as per Drawing and Technical Specifications ., Pile diameter-750 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and other 280 consumable and removal of excavated material with necessary lifts and lead all meter complete as per Drawing and Technical Specifications ., Pile diameter-1000 mm Providing, driving and installing precast RCC. pile of specified size and quality 281 complete as per drawing and & Technical Specification, Pile diameter -300 mm Running meter Providing, driving and installing precast RCC. pile of specified size and quality 282 complete as per drawing and & Technical Specification, Pile diameter -500 mm Running meter Providing, driving and installing precast RCC. pile of specified size and quality 283 complete as per drawing and & Technical Specification, Pile diameter - 600 mm Running meter , or providing steel helmet on top of pile head during driving, stacking of piles 284 at site Driving Vertical Steel Piles / Sheet piles excluding cost of steel complete as per 285 Drawing and & Technical Specification tonne Providing and laying Plain/Reinforced Cement Concrete excluding 286 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Top plug, Grade M 15 PCC Providing and laying Plain/Reinforced Cement Concrete excluding 287 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Intermediate plug, Grade M 25 PCC Providing and Constructing of temporary Island for well sinking as per Drawing and instruction of the Engineer., Assuming depth of water 1.0 m and height of 288 island to be 1.25 m. and island 16 m diameter for Construction of Well no Foundation for 8 m dia. Well. Providing and laying Plain/Reinforced Cement Concrete excluding 289 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Intermediate plug, Grade M 20 PCC

Providing and laying Plain/Reinforced Cement Concrete excluding 290 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well cap, RCC Grade M 20 Providing and constructing one span service road to reach island location from one pier location to another pier location as per Drawing and instruction of the 291 Engineer., Assuming span length 30 m, width of service road 10 m and depth of meter water 1 m Providing and Laying Cutting Edge of Mild Steel 292 complete as per Drawing and Technical Specification.

for Well Foundation

tonne

Providing and laying Plain/Reinforced Cement Concrete excluding 293 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well curb, RCC M 20 Grade Providing and laying Plain/Reinforced Cement Concrete excluding 294 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well curb, RCC M 25 Grade Providing and laying Plain/Reinforced Cement Concrete excluding 295 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well curb, RCC M 30 Grade Providing and laying Plain/Reinforced Cement Concrete excluding 296 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well Steining, PCC M 20 Grade Providing and laying Plain/Reinforced Cement Concrete excluding 297 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well Steining, RCC M 20 Grade Providing and laying Plain/Reinforced Cement Concrete excluding 298 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well Steining, RCC M 25 Grade Providing and laying Plain/Reinforced Cement Concrete excluding 299 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well Steining, RCC M 30 Grade Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical 300 Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC cum Grade M 20 Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical 301 Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC cum Grade M 20, Where underwater concreting in involved Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical 302 Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC cum Grade M 25, Where underwater concreting in involved Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical 303 Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC cum Grade M 25 Providing and laying Plain/Reinforced Cement Concrete excluding 304 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well cap, RCC Grade M 25 Providing and laying Plain/Reinforced Cement Concrete excluding 305 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well cap, RCC Grade M 30

Providing and laying Plain/Reinforced Cement Concrete excluding 306 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well cap, RCC Grade M 35 Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 307 per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, meter Depth below bed level upto 3.0 M Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 308 per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, meter Beyond 3 m upto 10 m depth Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 309 per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, meter Beyond 10 m upto 20 m Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 310 per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, meter Beyond 20 m upto 30 m Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 311 per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, meter Beyond 20 m upto 30 m Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 312 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Depth below bed level upto 3.0 m Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 313 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Beyond 3 m upto 10 m depth Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 314 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Beyond 10 m upto 20 m Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 315 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Beyond 10 m upto 20 m Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 316 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Beyond 20 m upto 30 m Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 317 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Beyond 20 m upto 30 m Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 318 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Beyond 20 m upto 30 m

Providing accessories and Sinking of 6 m external diameter well (other than 319 pneumatic method of sinking) through all types soil/rock of strata complete as meter per Drawing and Technical specifications., Diameter of well - 6 m., Soft Rock Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 320 per Drawing and Technical specifications., Diameter of well - 6 m., Hard Rock meter Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 321 per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, meter Depth below bed level upto 3.0 M Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 322 per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, meter Beyond 3 m upto 10 m depth Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 323 per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, meter Beyond 10 m upto 20 m Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 324 per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, meter Beyond 20 m upto 30 m Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 325 per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, meter Beyond 30 m upto 40 m Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 326 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Depth below bed level upto 3.0 M Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 327 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 3 m upto 10 m depth Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 328 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 10 m upto 20 m Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 329 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 10 m upto 20 m Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 330 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 20 m upto 30 m Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 331 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 20 m upto 30 m

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 332 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 20 m upto 30 m Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 333 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 30 m upto 40 m Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 334 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 30 m upto 40 m Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 335 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 30 m upto 40 m Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 336 per Drawing and Technical specifications., Diameter of well - 7 m., Soft Rock, meter Depth in soft rock strata upto 3 m Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 337 per Drawing and Technical specifications., Diameter of well - 7 m., Hard Rock, meter Depth in Hard rock strata up to 3 m Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 338 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond 20 m upto 30 m Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 339 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Depth below bed level upto 3.0 M Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 340 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Beyond 3 m upto 10 m depth Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 341 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Beyond 10 m upto 20 m Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 342 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Beyond 20 m upto 30 m Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 343 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Beyond 20 m upto 30 m Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 344 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Beyond 30 m upto 40 m

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 345 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Beyond 30 m upto 40 m Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 346 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Depth from bed level upto 3.0 M Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 347 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond 3 m upto 10 m depth Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 348 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond 10 m upto 20 m Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 349 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond 10 m upto 20 m Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 350 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond 20 m upto 30 m Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 351 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond 20 m upto 30 m Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 352 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond upto 40 m Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 353 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond upto 40 m Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 354 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond upto 40 m Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 355 per Drawing and Technical specifications., Diameter of well - 8 m., Soft Rock, meter Depth in soft rock strata upto 3 m Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 356 per Drawing and Technical specifications., Diameter of well - 8 m., Hard Rock, meter Depth in hard rock strata upto 3 m Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 357 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Depth below bed level upto 3.0 M

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 358 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Beyond upto 10 m depth Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 359 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Beyond upto Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 360 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Beyond upto 30 m Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 361 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Beyond upto 30 m Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 362 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Beyond upto 40 m Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 363 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Beyond upto 40 m Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 364 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Depth below bed level upto 3.0 M Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 365 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond 3m upto 10m depth Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 366 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond 10 m upto 20 m Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 367 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond 10 m upto 20 m Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 368 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond upto 30 m Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 369 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond upto 30 m Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 370 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond upto 30 m

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 371 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond upto 40 m Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 372 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond upto 40 m Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 373 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond upto 40 m Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 374 per Drawing and Technical specifications., Diameter of well - 10 m., Soft Rock meter ( dia well ), Depth in soft rock strata upto Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 375 per Drawing and Technical specifications., Diameter of well - 10 m., Hard Rock meter ( dia well ), Depth in hard rock strata upto 3 m Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 376 per Drawing and Technical specifications., Diameter of well - 12 m., Sandy meter Soil, Depth below bed level upto 3.0 M Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 377 per Drawing and Technical specifications., Diameter of well - 12 m., Sandy meter Soil, Beyond upto depth Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 378 per Drawing and Technical specifications., Diameter of well - 12 m., Sandy meter Soil, Beyond upto Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 379 per Drawing and Technical specifications., Diameter of well - 12 m., Sandy meter Soil, Beyond upto 30 m Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 380 per Drawing and Technical specifications., Diameter of well - 12 m., Sandy meter Soil, Beyond upto 30 m Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 381 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Depth below bed level upto 3.0 M Providing accessories and Sinking of Twin D type well (other than pneumatic 382 method of sinking) through all types soil/rock of strata complete as per meter Drawing and Technical specifications., Sandy Soil, Beyond upto 40 m Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 383 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Beyond 3m upto 10m depth

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 384 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Beyond 10 m upto 20 m Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 385 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Beyond 10 m upto 20 m Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 386 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Beyond upto 30 m Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 387 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Beyond upto 30 m Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 388 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Beyond upto 30 m Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 389 Drawing and Technical specifications., Sandy Soil, Depth from bed level upto meter 3.0 M Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 390 Drawing and Technical specifications., Sandy Soil, 3m Beyond 10m upto meter depth Providing accessories and Sinking of Twin D type well (other than pneumatic 391 method of sinking) through all types soil/rock of strata complete as per meter Drawing and Technical specifications., Sandy Soil, Beyond upto Providing accessories and Sinking of Twin D type well (other than pneumatic 392 method of sinking) through all types soil/rock of strata complete as per meter Drawing and Technical specifications., Sandy Soil, Beyond upto 30 m Providing accessories and Sinking of Twin D type well (other than pneumatic 393 method of sinking) through all types soil/rock of strata complete as per meter Drawing and Technical specifications., Sandy Soil, Beyond upto 30 m Providing accessories and Sinking of Twin D type well (other than pneumatic 394 method of sinking) through all types soil/rock of strata complete as per meter Drawing and Technical specifications., Sandy Soil, Beyond upto 40 m Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 395 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), Depth meter below bed level upto 3.0 M Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 396 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), 3m meter Beyond 10 upto depth Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 397 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), meter Beyond 10 m upto 20 m

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 398 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), meter Beyond 10 m upto 20 m Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 399 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), meter Beyond upto 30 m Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 400 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), meter Beyond upto 30 m Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 401 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), meter Beyond upto 30 m Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 402 Drawing and Technical specifications., Soft Rock (Twin D Type Well ), Depth in meter soft rock strata upto 20m Providing and Filling sand in Wells complete as per Drawing and Technical 403 Specifications. cum Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of 404 Wells including Fabricating and Setting out as per Drawing and Technical tonne Specifications. Providing , Preparing and Installing form work including necessary supports 405 and removing after completion for foundation and footings., (Class F1 Finish), sqm Using timber (soft wood ) Providing , Preparing and Installing form work including necessary supports 406 and removing after completion for foundation and footings., (Class F1 Finish), sqm Using steel Providing , Preparing and Installing form work including necessary supports 407 and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using timber (soft wood ), Height upto 3 m Providing , Preparing and Installing form work including necessary supports 408 and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using timber (soft wood ), Height above 3 m to 6 m Providing , Preparing and Installing form work including necessary supports 409 and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using timber (soft wood ), Height above 6 m to 9 m Providing , Preparing and Installing form work including necessary supports 410 and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using timber (soft wood ), Height above 9 m Providing , Preparing and Installing form work including necessary supports 411 and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using steel, Height upto Providing , Preparing and Installing form work including necessary supports 412 and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using steel, Height above 3 m to 6 m Providing , Preparing and Installing form work including necessary supports 413 and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using steel, Height above 6 m to 9 m

Providing , Preparing and Installing form work including necessary supports 414 and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using steel, Height above 9 m Providing , Preparing and Installing form work including necessary supports 415 and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using timber, Height upto 3 m Providing , Preparing and Installing form work including necessary supports 416 and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using timber, Height above 3m to 6 m Providing , Preparing and Installing form work including necessary supports 417 and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using timber, Height above 6 m to 9 m Providing , Preparing and Installing form work including necessary supports 418 and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using timber, Height above 9 m Providing , Preparing and Installing form work including necessary supports 419 and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using steel, Height upto 3 m Providing , Preparing and Installing form work including necessary supports 420 and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using steel, Height above 3 m to 6 m Providing , Preparing and Installing form work including necessary supports 421 and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using steel, Height above 6 m to 9 m Providing , Preparing and Installing form work including necessary supports 422 and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using steel, Height more than above 9 m Providing , Preparing and Installing form work including necessary supports 423 and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using timber, Height upto 3 m Providing , Preparing and Installing form work including necessary supports 424 and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using timber, Height upto 3 m to 6m Providing , Preparing and Installing form work including necessary supports 425 and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using timber, Height upto 6 m to 9m Providing , Preparing and Installing form work including necessary supports 426 and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using timber, Above 9 m Providing , Preparing and Installing form work including necessary supports 427 and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using steel, Height upto 3 m Providing , Preparing and Installing form work including necessary supports 428 and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using steel, Height upto 3 m to 6m Providing , Preparing and Installing form work including necessary supports 429 and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using steel, Height upto 6 m to 9m Providing , Preparing and Installing form work including necessary supports 430 and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using steel, Above 9 m

Providing , Preparing and Installing form work including necessary supports 431 and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using timber, Height upto 3 m Providing , Preparing and Installing form work including necessary supports 432 and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using timber, Height upto 3 m to 6m Providing , Preparing and Installing form work including necessary supports 433 and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using timber, Height upto 6 m to 9m Providing , Preparing and Installing form work including necessary supports 434 and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using timber, Above 9 m Providing , Preparing and Installing form work including necessary supports 435 and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using steel, Height upto 3 m Providing , Preparing and Installing form work including necessary supports 436 and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using steel, Height upto 3 m to 6m Providing , Preparing and Installing form work including necessary supports 437 and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using steel, Height upto 6 m to 9m Providing , Preparing and Installing form work including necessary supports 438 and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using steel, Above 9 m Providing , Preparing and Installing form work including necessary supports 439 and removing after completion for slab structure., Class F2 Finish, False work sqm not included, Using timber Providing , Preparing and Installing form work including necessary supports 440 and removing after completion for slab structure., Class F2 Finish, False work sqm not included, Using steel Providing , Preparing and Installing form work including necessary supports 441 and removing after completion for slab structure., Class F2 Finish, False work sqm not included, Using shuttering Ply Providing , Preparing and Installing form work including necessary supports 442 and removing after completion for slab & beam structure., Class F2 Finish, sqm False work not included, Using timber Providing , Preparing and Installing form work including necessary supports 443 and removing after completion for slab & beam structure., Class F2 Finish, sqm False work not included, Using steel Providing , Preparing and Installing form work including necessary supports 444 and removing after completion for slab & beam structure., Class F2 Finish, sqm False work not included, Using shuttering Ply Providing , Preparing and Installing form work including necessary supports 445 and removing after completion for arch structure., Class F2 Finish, False work sqm not included, Using timber Providing , Preparing and Installing form work including necessary supports 446 and removing after completion for arch structure., Class F2 Finish, False work sqm not included, Using steel Providing , Preparing and Installing form work including necessary supports 447 and removing after completion for precast element., Class F3 Finish, Square / sqm Rectangular section, Using timber

Providing , Preparing and Installing form work including necessary supports 448 and removing after completion for precast element., Class F3 Finish, Square / sqm Rectangular section, Using steel Providing and assembling in position falsework for the construction of RCC 449 superstructure and removing after completion including design & drawings as per specification, for RCC Arch Bridge, Using steel, Height above 9 m Providing , Preparing and Installing form work including necessary supports 450 and removing after completion for precast element., Class F3 Finish, Circular sqm section, Using timber Providing , Preparing and Installing form work including necessary supports 451 and removing after completion for precast element., Class F3 Finish, Circular sqm section, Using steel Providing and assembling in position falsework for the construction of RCC 452 superstructure and removing after completion including design & drawings as sqm per specification For Slab and Box culverts, Using timber, Height upto 2 m Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 453 per specification For Slab and Box culverts, Using timber, Height above 2 m to sqm 4m Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 454 per specification For Slab and Box culverts, Using timber, Height above 4 m to sqm 6m Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 455 per specification For Slab and Box culverts, Using timber, For Height above 6 m Providing and assembling in position falsework for the construction of RCC 456 superstructure and removing after completion including design & drawings as sqm per specification For Slab and Box culverts, Using steel, Height upto 2 m Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 457 per specification For Slab and Box culverts, Using steel, Height above 2 m to 4 sqm m Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 458 per specification For Slab and Box culverts, Using steel, Height above 4 m to 6 sqm m Providing and assembling in position falsework for the construction of RCC 459 superstructure and removing after completion including design & drawings as sqm per specification For Slab and Box culverts, Using steel, Height above 6 m Providing and assembling in position falsework for the construction of RCC 460 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Beam Bridge, Using timber, Height upto 3 m Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 461 per specification, for RCC Beam Bridge, Using timber, Height above 3 m to 6 m sqm Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 462 per specification, for RCC Beam Bridge, Using timber, Height above 6 m to 9 m sqm

, Height above 9 m Increase the rate by 10% for every additional meter height to 463 the rate for the previous height or Design as a special case and derive Norms Providing and assembling in position falsework for the construction of RCC 464 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Beam Bridge, Using steel, Height upto 3 m Providing and assembling in position falsework for the construction of RCC 465 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Beam Bridge, Using steel, Height above 3 m to 6m Providing and assembling in position falsework for the construction of RCC 466 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Beam Bridge, Using steel, Height above 3 m to 6m , Height above 9 m Increase the rate by 10% for every additional meter height to 467 the rate for the previous height or Design as a special case and derive Norms Providing and assembling in position falsework for the construction of RCC 468 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Arch Bridge, Using timber, Height upto 3 m Providing and assembling in position falsework for the construction of RCC 469 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Arch Bridge, Using timber, Height above 3m to 6 m Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 470 per specification, for RCC Arch Bridge, Using timber, Height above 6 m to 9 m sqm Providing and assembling in position falsework for the construction of RCC 471 superstructure and removing after completion including design & drawings as per specification, for RCC Arch Bridge, Using timber, Height above 9 m Providing and assembling in position falsework for the construction of RCC 472 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Arch Bridge, Using steel, Height upto 3 m Providing and assembling in position falsework for the construction of RCC 473 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Arch Bridge, Using steel, Height above 3 m to 6 m Providing and assembling in position falsework for the construction of RCC 474 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Arch Bridge, Using steel, Height above 6 m to 9 m Supplying, fitting and fixing in position true to line and level cast steel rocker 475 bearing including all accessories as per Drawing and Technical Specifications. tonne Supplying, fitting and fixing in position true to line and level forged steel roller 476 bearing including all accessories as per Drawing and Technical Specifications. tonne Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel including all accessories as 477 per Drawing and Technical Specifications ( BS: 5400, section 9.1 & 9.2 for tonne PTFE) ). Supplying, fitting and fixing in position true to line and level elastomeric 478 bearing including all accessories as per Drawing and Technical Specifications. cubic centimeter Supplying, fitting and fixing in position true to line and level sliding plate 479 bearing with stainless steel plate sliding on stainless steel plate with mild steel tonne matrix including all accessories as per Drawing and Technical Specifications.

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE 480 surface sliding against stainless steel mating surface, complete assembly to be of tonne cast steel/fabricated structural steel, metal and elastomer elements as per Drawing and Technical Specifications. Buried Joint, Providing and laying a buried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanized wieldable structural steel plate as per IS: 2062, placed symmetrical to center line of the 481 joint, resting freely over the top surface of the deck concrete, welding of 8 mm meter dia. 100 mm long galvanized nails spaced 300 mm c/c along the center line of the plate as per Drawing and Specifications. Elastomeric Slab Steel Expansion Joint, Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., 482 moderately curved with maximum horizontal movement upto 50 mm, complete meter as per Drawings and Technical specifications Compression Seal Joint, Providing and laying of compression seal joint consisting of steel armored nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed 483 cell foam joint sealer compressed and fixed into the joint gap with special meter adhesive binder to cater for a horizontal movement and vertical movement all complete as per Drawing and Technical Specifications. Strip Seal Expansion Joint, Providing and laying of a strip seal expansion joint 484 catering to maximum horizontal movement upto 70 mm, complete as per meter approved Drawings and Technical specifications. Modular Strip / Box Seal Joint, Providing and laying of a modular strip Box seal expansion joint including anchorage catering to a horizontal movement beyond 485 70 mm and upto 140 mm, complete as per Drawings and Technical Specifications . Modular Strip / Box Seal Joint, Providing and laying of a modular strip box seal 486 expansion joint catering to a horizontal movement beyond 140 mm and upto meter 210 mm, complete as per Drawings and Technical specifications. Providing and laying of Plain Cement Concrete M 10 ( or 1:3:6 for nominal 487 mix) in Foundation complete as per Drawing and Technical Specifications. cum Providing and laying of Plain Cement Concrete M 10 ( or 1:3:6 for nominal 488 mix) in Foundation complete as per Drawing and Technical Specifications., cum Manual Mixing Providing and laying of Plain/Reinforced Cement Concrete in Foundation 489 complete as per Drawing and Technical Specifications, PCC Grade M 15 cum Providing and laying of Plain/Reinforced Cement Concrete in Foundation 490 complete as per Drawing and Technical Specifications, PCC Grade M 15, cum Manual Mixing Providing and laying of Plain/Reinforced Cement Concrete in Foundation 491 complete as per Drawing and Technical Specifications, PCC Grade M 20 cum Providing and laying of Plain/Reinforced Cement Concrete in Foundation 492 complete as per Drawing and Technical Specifications., RCC Grade M 20 cum Providing and laying of Plain/Reinforced Cement Concrete in Foundation 493 complete as per Drawing and Technical Specifications., PCC Grade M 25 cum Providing and laying of Plain/Reinforced Cement Concrete in Foundation 494 complete as per Drawing and Technical Specifications., RCC Grade M 25 cum Providing and laying of Plain/Reinforced Cement Concrete in Foundation 495 complete as per Drawing and Technical Specifications., PCC Grade M 30 cum

Providing and laying of Plain/Reinforced Cement Concrete in Foundation 496 complete as per Drawing and Technical Specifications., RCC Grade M30 cum Providing and laying of Plain/Reinforced Cement Concrete in Foundation 497 complete as per Drawing and Technical Specifications., RCC Grade M 35 cum Providing and laying , fitting and placing un-coated Mild steel / HYSD 498 reinforcement complete in foundation as per drawing and technical specification tonne Providing and laying of Plain/Reinforced cement concrete in sub-structure 499 complete as per drawing and Technical Specifications, PCC Grade M 15, Height cum upto 5 m Providing and laying of Plain/Reinforced cement concrete in sub-structure 500 complete as per drawing and Technical Specifications, PCC Grade M20, Height cum upto 5 m Providing and laying of Plain/Reinforced cement concrete in sub-structure 501 complete as per drawing and Technical Specifications, PCC Grade M 25, Height cum upto 5 m Providing and laying of Plain/Reinforced cement concrete in sub-structure 502 complete as per drawing and Technical Specifications, PCC Grade M 25, Height cum above 5 m to 10 m Providing and laying of Plain/Reinforced cement concrete in sub-structure 503 complete as per drawing and Technical Specifications, PCC Grade M 25, Height cum above 10 m Providing and laying of Plain/Reinforced cement concrete in sub-structure 504 complete as per drawing and Technical Specifications, PCC Grade M 30, Height cum upto 5 m Providing and laying of Plain/Reinforced cement concrete in sub-structure 505 complete as per drawing and Technical Specifications, PCC Grade M 30, Height cum above 5 m to 10 m Providing and laying of Plain/Reinforced cement concrete in sub-structure 506 complete as per drawing and Technical Specifications, PCC Grade M 30, Height cum above 10 m Providing and laying of Plain/Reinforced cement concrete in sub-structure 507 complete as per drawing and Technical Specifications, RCC Grade M 20, cum Height upto 5 m Providing and laying of Plain/Reinforced cement concrete in sub-structure 508 complete as per drawing and Technical Specifications, RCC Grade M 20, cum Height above 5 m to 10 m Providing and laying of Plain/Reinforced cement concrete in sub-structure 509 complete as per drawing and Technical Specifications, RCC Grade M 20, cum Height above 10 m Providing and laying of Plain/Reinforced cement concrete in sub-structure 510 complete as per drawing and Technical Specifications, RCC Grade M 25, cum Height upto 5 m Providing and laying of Plain/Reinforced cement concrete in sub-structure 511 complete as per drawing and Technical Specifications, RCC Grade M 25, cum Height above 5 m to 10 m Providing and laying of Plain/Reinforced cement concrete in sub-structure 512 complete as per drawing and Technical Specifications, RCC Grade M 25, cum Height above 10 m Providing and laying of Plain/Reinforced cement concrete in sub-structure 513 complete as per drawing and Technical Specifications, RCC Grade M 30, cum Height upto 5 m

Providing and laying of Plain/Reinforced cement concrete in sub-structure 514 complete as per drawing and Technical Specifications, RCC Grade M 30, cum Height above 5 m to 10 m Providing and laying of Plain/Reinforced cement concrete in sub-structure 515 complete as per drawing and Technical Specifications, RCC Grade M 30, cum Height above 10 m Providing and laying of Plain/Reinforced cement concrete in sub-structure 516 complete as per drawing and Technical Specifications, RCC Grade M 35, cum Height upto 5 m Providing and laying of Plain/Reinforced cement concrete in sub-structure 517 complete as per drawing and Technical Specifications, RCC Grade M 35, cum Height above 5 m to 10 m Providing and laying of Plain/Reinforced cement concrete in sub-structure 518 complete as per drawing and Technical Specifications, RCC Grade M 35, cum Height above 10 m Providing and laying , fitting and placing HYSD bar reinforcement in sub519 structure complete as per Drawing and Technical Specifications tonne Providing and laying ,fitting and placing Mild steel reinforcement complete in 520 sub-structure as per drawing and Technical Specification tonne Providing and laying weep holes in Brick dry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia HDPE pipe, extending 521 through the full width of the structure with slope of 1V :20H towards drawing meter face Complete as per Drawing and Technical Specifications. Providing and laying weep holes in Stone Masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 150mm dia HDPE pipe, extending 522 through the full width of the structure with slope of 1V :20H towards drawing meter face Complete as per Drawing and Technical Specifications. Providing and laying of Reinforced/ Pre-stressed cement concrete in super523 structure as per drawing and Technical Specification, RCC Grade M 20 meter Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 524 super-structure as per drawing and Technical Specification, RCC Grade M 20, meter Height upto 5 m Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 525 super-structure as per drawing and Technical Specification, RCC Grade M 20, meter Height above 5 m to 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 526 super-structure as per drawing and Technical Specification, RCC Grade M 20, meter Height above 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 527 slab super-structure as per drawing and Technical Specification, RCC Grade M meter 20, Height upto 5 m Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 528 slab super-structure as per drawing and Technical Specification, RCC Grade M meter 20, Height above 5 m to 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 529 slab super-structure as per drawing and Technical Specification, RCC Grade M meter 20, Height above 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in super530 structure as per drawing and Technical Specification, RCC Grade M 25 cum Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 531 super-structure as per drawing and Technical Specification, RCC Grade M 25, cum Height upto 5 m

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 532 super-structure as per drawing and Technical Specification, RCC Grade M 25, cum Height above 5 m to 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 533 super-structure as per drawing and Technical Specification, RCC Grade M 25, cum Height above 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 534 slab super-structure as per drawing and Technical Specification, RCC Grade M cum 25, Height upto 5 m Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 535 slab super-structure as per drawing and Technical Specification, RCC Grade M cum 25, Height above 5 m to 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 536 slab super-structure as per drawing and Technical Specification, RCC Grade M cum 25, Height above 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in super537 structure as per drawing and Technical Specification, RCC Grade M 30 cum Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 538 super-structure as per drawing and Technical Specification, RCC Grade M 30, cum Height upto 5 m Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 539 super-structure as per drawing and Technical Specification, RCC Grade M 30, cum Height above 5 m to 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 540 super-structure as per drawing and Technical Specification, RCC Grade M 30, cum Height above 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 541 slab super-structure as per drawing and Technical Specification, RCC Grade M cum 30, Height upto 5 m Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 542 slab super-structure as per drawing and Technical Specification, RCC Grade M cum 30, Height above 5 m to 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 543 slab super-structure as per drawing and Technical Specification, RCC Grade M cum 30, Height above 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in super544 structure as per drawing and Technical Specification, RCC/PSC Grade M 35 cum Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 545 super-structure as per drawing and Technical Specification, RCC/PSC Grade M cum 35, Height upto 5 m Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 546 super-structure as per drawing and Technical Specification, RCC/PSC Grade M cum 35, Height above 5 m to 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 547 super-structure as per drawing and Technical Specification, RCC/PSC Grade M cum 35, Height above 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 548 slab super-structure as per drawing and Technical Specification, RCC/PSC cum Grade M 35, Height upto 5 m Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 549 slab super-structure as per drawing and Technical Specification, RCC/PSC cum Grade M 35, Height above 5 m to 10 m

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 550 slab super-structure as per drawing and Technical Specification, RCC/PSC cum Grade M 35, Height above 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in box girder 551 and balanced cantilever super-structure as per drawing and Technical cum Specification, RCC/PSC Grade M 35, Height upto 5 m Providing and laying of Reinforced/ Pre-stressed cement concrete in box girder 552 and balanced cantilever super-structure as per drawing and Technical cum Specification, RCC/PSC Grade M 35, Height above 5 m to 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in box girder 553 and balanced cantilever super-structure as per drawing and Technical cum Specification, RCC/PSC Grade M 35, Height above 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in super554 structure as per drawing and Technical Specification, PSC Grade M-40 cum Providing and laying of Reinforced/ Pre-stressed cement concrete in sollid slab 555 super-structure as per drawing and Technical Specification, PSC Grade M-40, cum Height upto 5 m Providing and laying of Reinforced/ Pre-stressed cement concrete in sollid slab 556 super-structure as per drawing and Technical Specification, PSC Grade M-40, cum Height above 5 m to 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in sollid slab 557 super-structure as per drawing and Technical Specification, PSC Grade M-40, cum Height above 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 558 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 40, Height upto 5 m Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 559 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 40, Height above 5 m to 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 560 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 40, Height above 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in super561 structure as per drawing and Technical Specification, PSC Grade M-45 cum Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 562 super-structure as per drawing and Technical Specification, PSC Grade M-45, cum Height upto 5 m Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 563 super-structure as per drawing and Technical Specification, PSC Grade M-45, cum Height above 5 m to 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 564 super-structure as per drawing and Technical Specification, PSC Grade M-45, cum Height above 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 565 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 45, Height upto 5 m Providing and laying of Reinforced/ Pre-stressed cement concrete in super566 structure as per drawing and Technical Specification, PSC Grade M-45, Height cum above 5 m to 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in super567 structure as per drawing and Technical Specification, PSC Grade M-45, Height cum above 10 m

Providing and laying of Reinforced/ Pre-stressed cement concrete in super568 structure as per drawing and Technical Specification, PSC Grade M-50 cum Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 569 super-structure as per drawing and Technical Specification, PSC Grade M-50, cum Height upto 5 m Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 570 super-structure as per drawing and Technical Specification, PSC Grade M-50, cum Height above 5 m to 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 571 super-structure as per drawing and Technical Specification, PSC Grade M-50, cum Height above 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 572 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 50, Height upto 5 m Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 573 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 50, Height above 5 m to 10 m Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 574 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 50, Height above 10 m Providing and laying , fitting and placing HYSD bar reinforcement in super575 structure complete as per drawing and technical specifications tonne Providing and laying of PCC M 15 Grade leveling course below approach slab 576 complete as per drawing and Technical specification cum Providing and laying of Reinforced cement concrete approach slab including 577 reinforcement and formwork complete as per drawing and Technical cum specification Providing and laying Cement concrete wearing coat M-30 grade including 578 reinforcement complete as per drawing and Technical Specifications cum Providing, fitting and fixing high tensile steel wires/strands ( Tendons) including 579 all accessories for stressing, stressing operations and grouting complete as per tonne Drawing and Technical Specifications. Precast - pre-tensioned Girders, Providing, pre-casting, transportation and 580 placing in position precast pre-tensioned concrete girders as per drawing and cum technical specifications, Grade of concrete - M 40 Providing and fixing Helical pipes in voided concrete slabs as per Drawing and 581 Technical Specifications. meter Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 582 inspection & testing and trial assembling all complete as per specification., RS tonne Joist, Heavy Zinc Coating Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 583 inspection & testing and trial assembling all complete as per specification., RS tonne Joist, painting one shop coat with red oxide primer and two coats of synthetic enamel Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 584 inspection & testing and trial assembling all complete as per specification., RS tonne Joist, Height upto 5 m

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 585 inspection & testing and trial assembling all complete as per specification., RS tonne Joist, Height above 10 m Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 586 inspection & testing and trial assembling all complete as per specification., Built tonne up beam, Plate Girder etc. Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 587 inspection & testing and trial assembling all complete as per specification., Built tonne up beam, Plate Girder etc. Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 588 inspection & testing and trial assembling all complete as per specification., Built tonne up beam, Plate Girder etc., Height upto 5 m Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 589 inspection & testing and trial assembling all complete as per specification., Built tonne up beam, Plate Girder etc., Height 5 m to 10 m Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 590 inspection & testing and trial assembling all complete as per specification., Built tonne up beam, Plate Girder etc., Height above 10 m Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 591 inspection & testing and trial assembling all complete as per specification., tonne Truss 592 22.1.C_a tonne Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 593 inspection & testing and trial assembling all complete as per specification., tonne Truss, Height upto 5 m Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 594 inspection & testing and trial assembling all complete as per specification., tonne Truss, Height 5 m to 10 m Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 595 inspection & testing and trial assembling all complete as per specification., tonne Truss, Height above 10 m Providing , Fabricating , assembling and erecting Timber super structures 596 including necessary hardware, Truss structure, Height upto 4 m cum Providing , Fabricating , assembling and erecting Timber super structures 597 including necessary hardware, Truss structure, Height upto 4 m to 6 m cum Providing , Fabricating , assembling and erecting Timber super structures 598 including necessary hardware, Beam structure cum Providing , Fabricating , assembling and erecting Timber super structures 599 including necessary hardware, Beam structure, Height upto 4 m cum Providing , Fabricating , assembling and erecting Timber super structures 600 including necessary hardware, Beam structure, Height upto 4 m to 6 m cum Providing , Fabricating , assembling and erecting Timber super structures 601 including necessary hardware, Beam structure, Height above 6 m cum

Providing , Fabricating , assembling and erecting Timber super structures 602 including necessary hardware, Truss structure cum Providing , Fabricating , assembling and erecting Timber super structures 603 including necessary hardware, Truss structure, Height above 6 m cum Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 604 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 3 X 1 X 1 m ( 16 sqm) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 605 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 2 X 1 X 1 m ( 11 sqm) Providing and laying Plum concrete ( Boulder mixed concrete) as per Drawing 606 and Specifications, 70% M 15 concrete and 30% boulders/stones, Manual cum means Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 607 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 3 X 1 X 1 m ( 16 sqm) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 608 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 2 X 1 X 1 m ( 11 sqm) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 609 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 1.5 X 1 X 1 m ( 9 sqm ) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 610 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 1.0 X 1 X 1 m ( 6 sqm) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 611 Hexagonal mesh Type 100 mm X 120 mm,, Box size 3.0 X 1 X 0 .75 m ( 13.5 cum sqm) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 612 Hexagonal mesh Type 100 mm X 120 mm,, Box size 2.0 X 1 X 0 .75 m ( 9. 25 cum sqm) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 613 Hexagonal mesh Type 100 mm X 120 mm,, Box size 1.0 X 1 X 0 .75 m ( 5 sqm cum m) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 614 Hexagonal mesh Type 100 mm X 120 mm,, Box size 3.0 X 1 X 0 .5 m ( 11 sqm) cum Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 615 Hexagonal mesh Type 100 mm X 120 mm,, Box size 2.0 X 1 X 0 .5 m ( 7.5 sqm cum m) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 616 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 1 X 1 X 0 .5 m (4 sqm) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 617 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 1 X 1 X 0 .5 m (4 sqm)

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 618 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 3 X 1 X 0 .3 m ( 9 sqm) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 619 Hexagonal mesh Type 100 mm X 120 mm,, Box size 2 X 1 X 0 .3 m ( 6.1 sqm) cum Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 620 Hexagonal mesh Type 100 mm X 120 mm,, Box size 1 X 1 X 0 .3 m ( 2.2 sqm) cum Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 621 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 1.5 X 1 X 1 m ( 9 sqm) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 622 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 1 X 1 X 1 m (6 sqm) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 623 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 3.0 X 1 X 0 .75 m (13.5 sqm) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 624 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 2.0 X 1 X 0 .75 m ( 9.25 sqm) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 625 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 1.0 X 1 X 0 .75 m ( 5 sqm) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 626 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 3.0 X 1 X 0 .5 m ( 11 sqm) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 627 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 2.0 X 1 X 0 .5 m ( 7.5 sqm) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 628 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 1 X 1 X 0 .5 m ( 4 sqm) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 629 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 3 X 1 X 0 .3 m ( 9 sqm) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 630 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 2 X 1 X 0 .3 m ( 6.1 sqm) Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 631 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 1 X 1 X 0 .3 m ( 2.2 sqm) Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. 632

sqm , Hexagonal mesh type 100 mm x 120 mm, mesh wire 3 mm, selvage wire 3.9 mm, lacing wire 2.4 mm

Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. 633

sqm

, Hexagonal mesh type 100 mm x 120 mm, mesh wire 2.7 mm, selvage wire 3.4 mm, lacing wire 2.2 mm Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Filling the installed 3-D galvanized 634 steel profile with gravel size 32-63 mm, manually, In slopes (>45 degrees slope sqm angle) Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. 635

sqm , Hexagonal mesh type 80 mm x 100 mm, mesh wire 3 mm, selvage wire 3.9 mm, lacing wire 2.4 mm Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification.

636

sqm , Hexagonal mesh type 80 mm x 100 mm, mesh wire 2.7 mm, selvage wire 3.4 mm, lacing wire 2.2 mm Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification.

637

sqm , Hexagonal mesh type 60 mm x 80 mm, mesh wire 2.7 mm, selvage wire 3.4 mm, lacing wire 2.2 mm Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification.

638

sqm , Zinc + PVC coated Hexagonal mesh type 100 mm x 120 mm, mesh wire 2.7 mm/3.7 mm, selvage wire 3.4 mm/4.4 mm, lacing wire 2.2 mm/3.2 mm with Pac coating thickness nominal 0.5 mm ( minimum 0.38 mm) Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification.

639

sqm , Zinc + PVC coated Hexagonal mesh type 80 mm x 100 mm, mesh wire 2.2 mm/3.2 mm, selvage wire 2.7 mm/3.7 mm, lacing wire 2.2 mm/3.2 mm with Pac coating thickness nominal 0.5 mm ( minimum 0.38 mm) Assembling mechanical woven Gabion boxes /mattresses, placing in position including stretching; forming compartments; tying the sides and diaphragms 640 with binding wire in each mesh; tying with bracing wires and tie wires; and sqm tying down the lid complete as per specification (stone filling not included Providing and filling stone/boulder in gabion boxes/mattress etc.. Including 641 dressing, bedding, bonding all complete as per Drawing and Technical cum Specifications. Laying and fixing of Geo-Textile all complete as per specification., Providing 642 and laying of a geotextile filter between pitching and embankment slopes as per sqm Drawing and Technical Specifications. Laying and fixing of Geo-Textile all complete as per specification., Providing 643 and laying and fixing of Geo-membrane all complete as per specification. sqm Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Spraying of humus on the on the 644 top of gravel (on the top surface of 3-D profile) using humus spraying machine, sqm In shallow slopes (< 45 degrees slope angle)

GEOSYNTHETIC AND REINFORCED EARTH, Sub-Surface Drain with Geotextiles, Providing and laying sub surface drain 200 mm dia using geotextiles treated with carbon black to a stable network and a planar geo645 composite structure, joints wrapped with geotextile to prevent ingress of soil, meter including excavation and backfilling as per Drawing and Technical Specifications. Narrow Filter Sub-Surface Drain, Providing and making narrow filter subsurface drain consisting of porous or perforated pipe laid in narrow trench 646 surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of meter fabric and installed including excavation and backfilling Laying Paving Fabric Beneath a Pavement Overlay, Providing and laying paving fabric over a tack coat of paving grade Bitumen, laid at the rate of 1 kg 647 per sqm over thoroughly cleaned and repaired surface to provide a water sqm resistant membrane and crack retarding layer as per Drawing and Technical Specifications. Laying Boulder Apron in Crates of Synthetic Geogrids, Providing and laying of Geogrids crated apron 1 m x 5 m, 600 mm thick with baffles at 1 meter interval, 648 made with Geogrids as per Design, Drawing and Technical specifications. cum design. Reinforced Earth Structures, Assembling, joining and laying of reinforcing 649 elements., Providing, laying and joining reinforcing elements With reinforcing meter element of steel / Aluminum strips / polymeric strips. Reinforced Earth Structures, Assembling, joining and laying of reinforcing 650 elements., Providing, laying and joining reinforcing elements with reinforcing sqm elements of synthetic Geogrids 651 Reinforced Earth Structures, Providing and lying facing elements of RCC sqm Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing 3-D galvanized steel panels from the palette, cutting them if necessary, joining the panels to longer 652 rows by overlapping and binding as necessary and putting on the slope, sqm insertion of distribution bars or steel ropes , fixing with clamps and marking holes for T-nails or static nails (bored nails) Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and filling the installed 653 3-D galvanized steel profile with angular material of size 32-63 mm using sqm equipment such as excavator, dredger crane or loader, In shallow slopes (< 45 degrees slope angle) Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and filling the installed 654 3-D galvanized steel profile with angular material of size 32-63 mm using sqm equipment such as excavator, dredger crane or loader, In slopes (>45 degrees slope angle) Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Filling the installed 3-D galvanized 655 steel profile with gravel size 32-63 mm, manually, In shallow slopes (< 45 sqm degrees slope angle) Providing and laying Plum concrete ( Boulder mixed concrete) as per Drawing 656 and Specifications, 70% M 15 concrete and 30% boulders/stones, Using cum Mechanical Aids Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Spraying of humus on the on the 657 top of gravel (on the top surface of 3-D profile) using humus spraying machine, sqm In slopes (>45 degrees slope angle)

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Spraying of humus on the on the 658 top of gravel (on the top surface of 3-D profile) manually, In shallow slopes (< sqm 45 degrees slope angle) Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Spraying of humus on the on the 659 top of gravel (on the top surface of 3-D profile) manually, In slopes (>45 sqm degrees slope angle) Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving the equal angle T-section galvanized steel nails with curved head (16 mm dia steel hook) and tapered at tail (size between T-25 x 25 x 3 mm to T-40 X 40 X 5 mm, (equivalent to Indian Steel ISA 2525, 3030,3535 or 4040) by using handheld or pneumatic hammer (nail length between 0.6 m -3.5 m), first drilling a hole of 660 diameter 28-43 mm (size of T-section+ 3 mm) and filling with cement mortar meter and then driving the nails to fix the semi-flexible 3-D galvanized steel panel on the slopes or embankments, max spacing of nails is 1.5 m., Driving T-nails in soft soil using small dia. pre-bored holes without using cement mortar, For flat surface and shallow slopes < 45°

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel 661 mat for slope protection and erosion control, In slopes (>45 degrees slope meter angle) Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving of 28 mm 662 dia GEWI (Threaded) steel nails by drilling holes of 90 mm dia using cement meter grouting for fixing of semi-flexible 3-D steel mats upto a length of 4 to 8 m on slopes, On soft soils Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving of 28 mm 663 dia GEWI (Threaded) steel nails by drilling holes of 90 mm dia using cement meter grouting for fixing of semi-flexible 3-D steel mats upto a length of 4 to 8 m on slopes, On rocky soils (4-8 m) Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving of 28 mm 664 dia GEWI (Threaded) steel nails by drilling holes of 90 mm dia using cement meter grouting for fixing of semi-flexible 3-D steel mats upto a length >8 m on slopes, On soft soils Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving of 28 mm 665 dia GEWI (Threaded) steel nails by drilling holes of 90 mm dia using cement meter grouting for fixing of semi-flexible 3-D steel mats upto a length >8 m on slopes, On rocky soils Providing and laying boulders apron on river bed for protection against scour 666 with Boulder / Stones weighing not less than 40 kg each complete as per cum drawing and Technical specification., Manual Means Providing and laying boulders apron on river bed for protection against scour 667 with Boulder / Stones weighing not less than 40 kg each complete as per cum drawing and Technical specification., Mechanical means Providing and laying boulders apron on river bed for protection against scour 668 with Boulder / Stones weighing not less than 40 kg each complete as per cum drawing and Technical specification., Mechanical means for Bigger boulder

Providing and laying of apron with cement concrete blocks of size 0.5 x 0.5 x 669 0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete cum with a minimum cement content of 250 kg/cum ., Manual means Providing and laying of apron with cement concrete blocks of size 0.5 x 0.5 x 670 0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete cum with a minimum cement content of 250 kg/cum ., Mechanical means Providing and laying Pitching on slopes laid over prepared filter media 671 including boulder apron laid dry in front of toe of embankment complete as per cum drawing and Technical specifications, Stone/Boulder Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per 672 drawing and Technical specifications, Cement Concrete Blocks of size 0.3 x 0.3 cum x 0.3 m cast in cement concrete of Grade M 15, Manual Means Providing and laying Filter material underneath pitching in slopes complete as 673 per drawing and Technical specification cum Providing and laying Grouted Stone Pitching in protection work, with stone size 674 not less than 0.01 cum and cement: sand mortar (1:3) all complete as per cum Drawing and Technical Specifications. Providing and laying 20 mm dia tor steel dowel bar including drilling 35 mm dia bore hole in rock necessary bending, hooking tying reinforcement in 675 position and grouting etc. complete as per Drawing and Technical meter specifications., Without using Mechanical aid Providing and laying 20 mm dia tor steel dowel bar including drilling 35 mm dia bore hole in rock necessary bending, hooking tying reinforcement in 676 position and grouting etc. complete as per Drawing and Technical meter specifications., Using Mechanical Aid Providing and fixing of 25 mm – dia steel rock bolts with mechanical/ wedge type anchorage including drilling 35 mm dia hole providing 150 mm long 20 677 mm thick steel tapered wedge 10 mm thick 200 mm X 200 mm plate washer meter and nuts, tighten bolt by torque wrench all complete Providing and laying HDPE pipes with perforations including joining, series II, 678 HDPE pipe 250 mm dia meter Providing and laying HDPE pipes with perforations including joining, series II, 679 HDPE pipe 160 mm dia meter Providing and laying Plum concrete ( Boulder mixed concrete) as per Drawing 680 and Specifications, 60% M 15 concrete and 40% boulders/stones, using cum Mechanical Aids Providing and laying Plum concrete ( Boulder mixed concrete) as per Drawing 681 and Specifications, 60% M 15 concrete and 40% boulders/stones, Manual cum means Sub-Surface Drains with Perforated Pipe, Providing and laying subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm 682 depending upon size of material surrounding the pipe, with 150 mm bedding meter below the pipe and 300 mm cushion above the pipe,. as per Drawing and Specifications. Aggregate Sub-Surface Drains, Providing and laying aggregate sub surface 683 drain 300 mm x 450 mm with aggregates conforming to table 300-4, excavated meter material to be utilized in roadway. Underground Drain at Edge of Pavement, Providing and laying an underground 684 drain 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered meter with RCC slab 10 cm in thickness on urban roads.

Providing and laying Brick Masonry Work in Cement mortar in Foundation / 685 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:2) Providing and laying Brick Masonry Work in Cement mortar in Foundation / 686 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:2), Using Concrete Mixer Providing and laying Brick Masonry Work in Cement mortar in Foundation / 687 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:3) Providing and laying Brick Masonry Work in Cement mortar in Foundation / 688 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:3), Using Concrete Mixer Providing and laying Brick Masonry Work in Cement mortar in Foundation / 689 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:4) Providing and laying Brick Masonry Work in Cement mortar in Foundation / 690 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:4), Using Concrete Mixer Providing and laying Brick Masonry Work in Cement mortar in Foundation / 691 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:6) Providing and laying Brick Masonry Work in Cement mortar in Foundation / 692 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:6), Using Concrete Mixer Providing and laying Brick masonry work in superstructure/ sub-structure 693 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:2 (1 cement : 2 sand) Providing and laying Brick masonry work in superstructure/ sub-structure 694 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:2 (1 cement : 2 sand), Using Concrete Mixer Providing and laying Brick masonry work in superstructure/ sub-structure 695 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:3 (1 cement : 3 sand) Providing and laying Brick masonry work in superstructure/ sub-structure 696 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:3 (1 cement : 3 sand), Using Concrete Mixer Providing and laying Brick masonry work in superstructure/ sub-structure 697 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:4 (1 cement : 4 sand) Providing and laying Brick masonry work in superstructure/ sub-structure 698 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:4 (1 cement : 4 sand), Using Concrete Mixer Providing and laying Brick masonry work in superstructure/ sub-structure 699 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:6 (1 cement : 6 sand) Providing and laying Brick masonry work in superstructure/ sub-structure 700 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:6 (1 cement : 6 sand), Using Concrete Mixer Providing, and applying Pointing with cement mortar (1:3 ) on brick work in 701 structure as per Technical Specifications . sqm Providing and applying 12.5 mm thick Plaster with cement mortar on brick 702 work structure as per Technical Specifications , Cement Mortar 1:2 (1 cement : sqm 2 sand)

Providing and applying 12.5 mm thick Plaster with cement mortar on brick 703 work structure as per Technical Specifications , Cement Mortar 1:2 (1 cement : sqm 2 sand), Using Concrete Mixer Providing and applying 12.5 mm thick Plaster with cement mortar on brick 704 work structure as per Technical Specifications , Cement Mortar 1:3 (1 cement : sqm 3 sand) Providing and applying 12.5 mm thick Plaster with cement mortar on brick 705 work structure as per Technical Specifications , Cement Mortar 1:3 (1 cement : sqm 3 sand), Using Concrete Mixer Providing and applying 12.5 mm thick Plaster with cement mortar on brick 706 work structure as per Technical Specifications , Cement Mortar 1:4 (1 cement : sqm 4 sand) Providing and applying 12.5 mm thick Plaster with cement mortar on brick 707 work structure as per Technical Specifications , Cement Mortar 1:4 (1 cement : sqm 4 sand), Using Concrete Mixer Providing and laying weep holes in Brick works / Masonry/ Plain/ Reinforced 708 concrete abutment, wing wall/ return wall with 100 mm dia HDPE pipe as per meter Drawing and Technical Specifications. Providing and laying of dry Stone Masonry Work as per Drawing and Technical 709 Specifications cum Providing and laying of Random rubble stone Masonry in mud Mortar as per 710 Drawing and Technical Specifications. cum Random Rubble Masonry, Providing and laying of Stone Masonry Work in 711 Cement Mortar 1:3 in Foundation complete as per Drawing and Technical cum Specifications. Random Rubble Masonry, Providing and laying of Stone Masonry Work in 712 Cement Mortar 1:3 in Foundation complete as per Drawing and Technical cum Specifications., Using Concrete Mixer Random Rubble Masonry, Providing and laying of Stone Masonry Work in 713 Cement Mortar 1:4 in Foundation complete as per Drawing and Technical cum Specifications. Random Rubble Masonry, Providing and laying of Stone Masonry Work in 714 Cement Mortar 1:4 in Foundation complete as per Drawing and Technical cum Specifications., Using Concrete Mixer Random Rubble Masonry, Providing and laying of Stone Masonry Work in 715 Cement Mortar 1:6 in Foundation complete as per Drawing and Technical cum Specifications. Random Rubble Masonry, Providing and laying of Stone Masonry Work in 716 Cement Mortar 1:6 in Foundation complete as per Drawing and Technical cum Specifications., Using Concrete Mixer Providing and laying Stone Masonry work in cement mortar 1:3 in structure 717 complete as per drawing and Technical Specifications, Random Rubble cum Masonry Providing and laying Stone Masonry work in cement mortar 1:3 in structure 718 complete as per drawing and Technical Specifications, Random Rubble cum Masonry, Using Concrete Mixer Providing and laying Stone Masonry work in cement mortar 1:3 in structure 719 complete as per drawing and Technical Specifications, Coursed rubble Masonry cum (first sort ) Providing and laying Stone Masonry work in cement mortar 1:3 in structure 720 complete as per drawing and Technical Specifications, Coursed rubble Masonry cum (first sort ), Using Concrete Mixer

Providing and laying Stone Masonry work in cement mortar 1:4 in structure 721 complete as per Drawing and Technical, Random Rubble Masonry cum Providing and laying Stone Masonry work in cement mortar 1:4 in structure 722 complete as per Drawing and Technical, Random Rubble Masonry, Using cum Concrete Mixer Providing and laying Stone Masonry work in cement mortar 1:4 in structure 723 complete as per Drawing and Technical, Coursed rubble Masonry (first sort ) cum Providing and laying Stone Masonry work in cement mortar 1:4 in structure 724 complete as per Drawing and Technical, Coursed rubble Masonry (first sort ), cum Using Concrete Mixer Providing and laying Stone Masonry work in cement mortar 1:6 in structure 725 complete as per Drawing and Technical Specifications, Random Rubble cum Masonry (coursed/uncoursed) Providing and laying Stone Masonry work in cement mortar 1:6 in structure 726 complete as per Drawing and Technical, Random Rubble Masonry, Using cum Concrete Mixer Providing and laying Stone Masonry work in cement mortar 1:6 in structure 727 complete as per Drawing and Technical Specifications, Coursed rubble Masonry cum (first sort ) Providing and laying Stone Masonry work in cement mortar 1:4 in structure 728 complete as per Drawing and Technical, Coursed rubble Masonry (first sort ), cum Using Concrete Mixer Providing and Pointing with cement mortar on masonry work in structure as per 729 Technical Specifications, cement mortar (1:3 ) sqm Providing and Pointing with cement mortar on masonry work in structure as per 730 Technical Specifications, cement mortar (1:3 ), Using Concrete Mixer sqm Providing and Pointing with cement mortar on masonry work in structure as per 731 Technical Specifications, cement mortar (1:2 ) sqm Providing and Pointing with cement mortar on masonry work in structure as per 732 Technical Specifications, cement mortar (1:2 ), Using Concrete Mixer sqm Providing and Pointing with cement mortar on masonry work in structure as per 733 Technical Specifications, cement mortar (1:1) sqm Providing and Pointing with cement mortar on masonry work in structure as per 734 Technical Specifications, cement mortar (1:1), Using Concrete Mixer sqm Removal of existing cement concrete wearing coat including its disposal complete, Removal of existing cement concrete wearing coat including its 735 disposal without causing any detrimental effect to any part of the bridge sqm structure and removal of dismantled material complete as per Technical Specification Removal of existing cement concrete wearing coat including its disposal complete, Removal of existing cement concrete wearing coat including its 736 disposal without causing any detrimental effect to any part of the bridge cum structure and removal of dismantled material with all lifts and lead complete as per Technical Specifications Removal of existing cement concrete wearing coat including its disposal complete, Removal of existing asphaltic wearing coat comprising of 50 mm 737 thick asphaltic concert laid over 12 mm thick mastic asphalt including disposal sqm with all lift and lead complete as per Technical Specification and Direction of the Engineer. Providing and application of gunite/shortcrete to repare of damaged concrete section/ concrete covers on slab , girder ,beam etc with high early strength , low 738 rebound sprayable thixotropic repair mortar mixed by machine, lead 30m sqm (including 25% loss) average thickness of application-35 mm .

Providing and application of Gunite/ Shotcreate concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy 739 complete as per Technical Specifications., Mix 1:3 ( Cement and Coarse sand) sqm Providing and application of Gunite/ Shotcreate concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy 740 complete as per Technical Specifications., Mix 1:1:2 ( Cement :sand: aggregate) sqm Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent 741 cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy Providing and Sealing of cracks/porous concrete by injection process through 742 nipples/Grouting complete as per Technical Specification., Cement Grout kg Providing and Sealing of cracks/porous concrete by injection process through 743 nipples/Grouting complete as per Technical Specification., Cement Mortar (1:1) kg Grouting Providing and Sealing of cracks/porous concrete by injection process through 744 nipples/Grouting complete as per Technical Specification., Low viscosity epoxy liter injection resin Providing and replacement of Crash Barrier as per Drawing, Technical 745 Specifications and instruction of the Engineer. meter Patching of damaged concrete surface with polymer concrete/ micro concrete and curing compounds, Providing and applying polymer concrete and curing 746 compounds on damaged concrete surface as per instructions of manufacturer sqm and approval of the Engineer. Patching of damaged concrete surface with polymer concrete/ micro concrete and curing compounds, Providing and applying Micro concreting on damaged concrete (slab/beam/abutment section of the bridges )with ready to use high 747 early high strength , free flow , non shrink self compacting Micro concrete ( M cum 60 & above)With adding 20% local aggregates of 10 mm down) as per instructions of manufacturer and approval of the Engineer. Patching of damaged concrete surface with polymer concrete/ micro concrete and curing compounds, Providing and applying Micro concreting on damaged concrete ( slab /beam/ abutment section of the bridges )with ready to use high 748 early high strength , free flow , non shrink self compacting Micro concrete ( M cum 60 & above) as per instructions of manufacturer and approval of the Engineer. Providing and applying Epoxy adhesive and Sealing of crack / porous concrete 749 with Epoxy Grout by injection with nipples complete as per direction of the kg Engineer. Providing and Applying epoxy mortar over leached, honey combed and spalled 750 concrete surface and exposed steel reinforcement complete as per Technical sqm Specification Providing and applying the Shotcreate mixture mechanically with compressed 751 air under pressure, sprayable less rebound ( rebou and quick setting comnd 25 sqm %) as per Technical specifications and direction of the Engineer. Providing and applying pre-packed cement based polymer mortar 752 replacement of spalled concrete

for

sqm

Providing and applying Epoxy bonding of new concrete to old concrete as per 753 technical Specifications and direction of the Engineer. sqm Providing and replacement of Bearings complete as per Technical Specification 754 and direction of the Engineer. nos

Providing required parts and rectification of Bearings as per Technical 755 Specifications and direction of the Engineer. nos Providing and replacement of Expansion Joints complete as per drawings, 756 Technical specifications and direction of the Engineer. meter Providing and replacement of Damaged Concrete Railing as per Drawing, 757 Technical Specifications and direction of the Engineer,. meter Providing and replacement of Damaged mild steel railing as per Drawing, 758 Technical Specifications and direction of the Engineer. meter Repair of Crash Barrier, Providing and repair of concrete crash barrier with cement concrete M-30 grade by cutting and trimming the damaged portion to a 759 regular shape, cleaning the area to be repaired thoroughly, applying cement meter concert after erection of proper form work. Providing and repair of RCC railing to bring it to the original shape as per 760 Drawing, Technical Specifications and instruction of the Engineer., Repair of meter RCC Railing Repair of Steel Railing, Providing and repair of steel railing to bring it to the 761 original shape as per Drawing, Technical Specifications and direction of the meter Engineer. Painting of Steel Bridge, Providing and painting steel bridge including removal 762 of old paints by sand blasting cleaning and repairing of metal surfaces for the sqm application of new paints as per specification and direction of the Engineer. Providing and Painting of steel bridges with one coat of primer, one coat of 763 epoxy and 2 coats of acrylic polyurethane as per specification. sqm Providing and painting of steel bridges with one coat of primer, one coat of 764 epoxy and 2 coats of acrylic polyurethane, without sprayer machine as per sqm specification Repair of Joint Grooves with Epoxy Mortar, Providing and repair of spalled joint grooves of contraction joints, longitudinal joints and expansion joints in 765 concrete pavements using epoxy mortar or epoxy concrete as per Technical meter Specifications and direction of the Engineer. Repair of old Joints Sealant, Providing and repair of old joints including removal of existing sealant and re sealing of contraction, longitudinal or 766 expansion joints in concrete pavement with fresh sealant material as per meter Drawing and Technical Specifications. Concrete Jacketing, Preparation, hacking and cleaning of existing surface for 767 concrete jacketing as per direction of the Engineer. sqm Concrete Jacketing, Drilling Holes on existing concrete surface of 16 mm 768 diameter and 300 mm depth nos 769 Concrete Jacketing, Providing and fixing Anchor bar kg 770 Concrete Jacketing, Providing and Filling drill hole with Epoxy Grout Concrete Jacketing, Providing and applying Micro silica/ silica fume concreting for concrete jacketing works ( slab /beam/ abutment section of the bridges ) as 771 per instructions of manufacturer and as approved by the Engineer. cum Corrosion Treatment of Rebar's, Providing accessories and removal of rust from 772 exposed rebar area as per direction of the Engineer. sqm Corrosion Treatment of Rebar's, Providing and Application of Rust Cleaning & 773 passivating agent as per manufacturer' s guidelines and instruction of the sqm Engineer. Corrosion Treatment of Rebar's, Providing and Application of Alkaline, 774 polymeric, elastomeric formulation designed to protect steel from corrosion as sqm per manufacturer' s guidelines and instruction of the Engineer.

Corrosion Treatment of Rebar's, Providing and Application of Acrylic Based 775 bond coat for reinforcement as per manufacturer' s guidelines and instruction of sqm the Engineer. Corrosion Treatment of Rebar's, Providing and Application of Pre-packed 776 polymer modified mortar as per manufacturer' s guidelines and instruction of the Engineer. Corrosion Treatment of Rebar's, Providing and Application of concrete 777 penetrating corrosion inhibitor as per manufacturer' s guidelines and instruction sqm of the Engineer. Providing and Application of 3 coat of high build micro porous anti carbonation 778 coating on concrete surface as per manufacturer' s guidelines and instruction of sqm the Engineer. Fiber Reinforced Polymer works, Providing and Application of Fiber reinforced 779 polymer ( carbon fiber) as per manufacturer' s guidelines and instruction of the sqm Engineer. Fiber Reinforced Polymer works, Providing and Application of carbon 780 laminated ( 50 mm wide 1.4 mm thick) system as per manufacturer' s guidelines meter and instruction of the Engineer. Fiber Reinforced Polymer works, Providing and Application of 3 coat of two 781 component aliphatic Polyurethane Coating on concrete surface as per sqm manufacturer' s guidelines and instruction of the Engineer. Repair of Gabion wall, Providing and repair of spalled gabion box/ mattress 782 including dressing bedding, bonding tying all as per Technical Specification cum direction of the Engineer. Repair of masonry wall / side drain, Providing and repair of spalled masonry 783 wall/ side drain of random rubble masonry in cement mortar 1:4 as per cum Technical Specifications and direction of the Engineer. Inspection and Re-tightening of Nut bolt and other accessories, Inspection and Re-tightening of Nut bolt and other accessories of Cables/ Structural parts/Steel 784 truss/ steel girder as per Technical Specifications and direction of the Engineer. nos Collection and preparation of seeds, Collection of grass seeds from sources 785 within 1 km of the road, including separating and preparing seed for storage, kg and drying seed in the sun. Collection and preparation of seeds, Collection of medium-sized shrub seeds 786 (e.g. Keraukose) from sources within 1 km of the road, including seed kg preparation for storage after drying. Collection and preparation of seeds, Collection of medium-sized shrub seeds 787 (e.g. Keraukose) from sources within 1 km of the road, including seed kg preparation for storage after drying. Collection and preparation of seeds, Collection of medium-sized shrub and tree 788 seeds (e.g. areli, khayer, ghobre and rani salla, sisau) from sources within 1 kg km of the road, including seed preparation for storage after drying. Collection and preparation of seeds, Collection of small shrub and tree seeds 789 (e.g. Dhanyero, dhusun, tilka, utis) from the sources within 1 km of the of the kg road, including seed preparation for storage after drying. Collection of grass and hardwood cuttings for vegetative propagation, 790 Collection of grass clumps (e.g. amliso, kans, khar)from sources within 1 km of slips the road to make slips for multiplication in the nursery. Collection of grass and hardwood cuttings for vegetative propagation, Collection of cuttings of small bamboos (e.g. padang bans, tite nigalo bans), 791 suitable for traditional planting, from the sources within of the road. Material slips minimum 10 cm of the rooted rhizome and 90 cm of culm.

Collection of grass and hardwood cuttings for vegetative propagation, Collection of hardwood cuttings (e.g. assuro, basin, kanda phul, namdi phul, 792 saruwa, simali) , from the sources within of the road of the road. Material slips minimum 30 cm in length and 2 cm in dia. Nursery operation and management (bed preparation), Construction of seed beds for tree seedlings, including Materials for beds and shades. Bed is 1 m wide x 17 cm high and made up of 5 cm of washed gravel, 5 cm of unsieved 793 forest soil, 5 cm of 1:3 mix of sieved forest soil, and washed sand, 2 cm of sqm washed, sieved and sterilized sand. [Add 5% to the number of bricks to allow for normal wastage]. Nursery operation and management (bed preparation), Construction of stand out beds for tree seedling in polypots, including Material for beds and 794 shades.Bed is 100 cm wide x 15 cm high, with a layer of gravel placed above sqm the compacted ground. [Add 5% to the number of bricks to allow for normal wastages.] Nursery operation and management (bed preparation), Construction of beds for grass seeds, grass slips (i.e. vegetative propagation ) and tree cuttings, including Materials and hessian cover. Bed is 100 cm wide x 25 cm high and 795 made up of of washed gravel placed above the ground, of 1:1 mix of sieved sqm soil and compost, and topped with 15 cm of 3:1 mix of sieved forest topsoil and washed sand. Nursery operation and management (bed preparation), Construction of beds for propagation of bamboo culm cuttings, including Materials and hessian cover. 796 Bed is 100 cm wide x 30 cm high. The ground below the bed is dug to a depth sqm of 30 cm. Bed is made with 10 cm unsieved soil and 20 cm high is formed around the edge. Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Tree seed sowing @ 10 gram per sqm. (medium sized seeds 797 ) or 2 gram per sqm (very fine seeds) into seed beds including pre-sowing sqm treatment. Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Preparing potting mix and filling polypots, including all 798 Materials for container seedlings. [Note. 1 kg of 200 gauge polypots (4" x 7" nos laid flat)= 464 bags; 200 gauge black polythene is preferred] Nursery operation and management (seed sowing and transplanting; planting 799 hardwood cuttings), Direct sowing of tree seeds into polypots including seed nos treatment, by sowing one seed in half the pots and two seeds in the other half. Nursery operation and management (seed sowing and transplanting; planting 800 hardwood cuttings), Pricking out young seedling and transplanting into nos polypots. Nursery operation and management (seed sowing and transplanting; planting 801 hardwood cuttings), Pricking out young seedling and transplanting into beds. nos Nursery operation and management (seed sowing and transplanting; planting 802 hardwood cuttings), Transplanting grass slips into beds, from clumps. Slips are sqm planted at 10 cm centers in row 25 cm apart. Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Planting of hardwood cuttings of minimum length to 20 803 cm depth into prepared beds. Cutting spaced at centers within rows, with 20 nos cm between rows. Preparation of raised Materials for extraction from the nursery, Grass culm 804 cutting production from nursery stock: single or double node (e.g. napier) nos Preparation of raised Materials for extraction from the nursery, Uprooting and 805 preparing grass slips ready for site planting from nursery seedling. nos

Preparation of raised Materials for extraction from the nursery, Uprooting and 806 preparing grass slips ready for site planting from nursery grass clumps raised nos from slips by vegetative propagation. Compost and mulch production, Mulch production by collection and cutting of 807 weeds and other vegetation such as tite pati, banmara etc., within 1 km of the cum road, and stacking along roadside. Compost and mulch production, Compost production by collection and cutting 808 of weeds and other vegetation such as tite pati, banmara etc., within 1 km of the cum road, including fine cutting and filling compost pit. 809 Compost and mulch production, Turning compost once per month. cum Direct seedling on site, Broadcasting grass seeds on slopes <40o; seedling rate 810 25 g per sqm. sqm Direct seedling on site, Broadcasting grass seeds on slopes <40o ;including 811 cover with long mulch, seedling rate 25 g per sqm. sqm Direct seedling on site, Broadcasting grass seeds on slopes <40-45* including cover with long mulch, and jute netting of mesh size 300 mm * 500 mm. 812 Seedling @25 g per sqm. Operation includes pegging with suitable live pegs or sqm hardwood cutting (e.g. Simali) 1 m spacing, jute net of 6.75 m* size. Direct seedling on site, Sowing shrub or tree seeds on all slopes at 25 cm 813 intervals, including digging planting holes to 5 cm depth and covering with sqm soil. Two seeds per planting hole. Planting grass on site, Planting single node culm cutting of grass (e.g. napier) on fill slopes<45 and embankment slopes in plain areas. Approx. length 15-, 814 including digging planting hole 10 - 20 cm depth using a metal rod or hardwood nos peg. Planting grass on site, Planting single node culm cutting of grass (e.g. napier) on 815 fill slopes >45o Approx. length 15-, including digging planting hole 10- depth nos using a metal rod or hardwood peg. Planting grass on site, Planting single node culm cutting of grass (e.g. napier) on 816 fill slopes >45o Approx. length 15-, including digging planting hole 10- depth nos using a metal rod or hardwood peg. Planting grass on site, Planting rooted grass slips on embankment slopes in plain areas, at spacing within the row. The first row is 0.75 m from the edge of the 817 pavement and subsequent rows are spaced at intervals down the embankment. meter Planting grass on site, Planting rooted grass slips on the slopes <45o including preparation of slips on site. a max of 5 cm depth with metal rod or Operation 818 includes digging planting hole to hard-wood peg, depending on the nature of the sqm soil. The planting drills should be space Planting grass on site, Planting rooted grass slips on the slopes 45o - 60o including preparation of slips on site. a max of 5 cm depth with metal rod or 819 Operation includes digging planting hole to hard-wood peg, depending on the sqm nature of the soil. The planting drills should be space Planting grass on site, Planting rooted grass slips on the slopes > 60o including preparation of slips on site. a max of 5 cm depth with metal rod or Operation 820 includes digging planting hole to hard-wood peg, depending on the nature of the sqm soil. The planting drills should be space Planting shrub and tree seedling and cutting on site, Planting containerized tree and shrub seedlings, including pitting, transplanting, composting and placing 821 tree guards, on toe of embankment slopes in plain areas, not less than 8 m from nos the road center line. Pit size 30 cm diameter x depth. Compost volume 1/4 of the volume of the pit, mixed with original soil.

Planting shrub and tree seedling and cutting on site, Planting containerized tree and shrub seedlings, including pitting, transplanting, composting and mulching, 822 on slopes < 30o . Pit size 30 cm diameter x depth mix Compost with soil nos and back fill into pit to 1/4 of the pit volume Planting shrub and tree seedling and cutting on site, Planting containerized tree and shrub seedlings, including pitting, transplanting, composting and mulching, 823 on slopes 30o . - 400 Pit size 30 cm diameter x depth mix Compost with nos soil and back fill into pit to 1/4 of the pit volume Planting shrub and tree seedling and cutting on site, Planting rooted tree stump cutting and bare root seedlings, including pitting, transplanting, composting and 824 mulching on slopes <300. Pit size 10 cm diameter x depth. Compost volume nos 1/4 of volume of the pit mix with original soil. Planting shrub and tree seedling and cutting on site, Planting rooted tree stump cutting and bare root seedlings, including pitting, transplanting, composting and 825 mulching on slopes <300 - 45o Pit size 10 cm diameter x depth. Compost nos volume 1/4 of volume of the pit mix with original soil. Planting shrub and tree seedling and cutting on site, Planting rooted tree stump cutting and bare root seedlings, including pitting, transplanting, composting and 826 mulching on slopes > 45o Pit size 10 cm diameter x depth. Compost volume nos 1/4 of volume of the pit mix with original soil. Vegetative palisade construction, brush layering and fascines, Collection of hardwood for cuttings for planting Material (e.g. assuro, namdi phul, 827 simali)from the sources within of the road. Material to be approx. 1 km in nos length and minimum 5 cm in diameter. Vegetative palisade construction, brush layering and fascines, Preparation and planting of live pegs selected species(e.g. assuro, namdi phul, simali)of 828 minimum length to 0.5 m depth into hard ground. Pegs spaced at centers meter within rows, and interwoven with vegetation. Vegetative palisade construction, brush layering and fascines, Preparation and planting of live pegs selected species(e.g. assuro, namdi phul, simali)of 829 minimum length to 0.5 m depth into soft debris. Pegs spaced at 5- centers meter within rows, and interwoven with vegetation. Vegetative palisade construction, brush layering and fascines, Site preparation 830 for fascine laying: earth works in excavation of trench to 20 cm depth meter Vegetative palisade construction, brush layering and fascines, Laying of live fascines, using live hardwood cuttings of selected species(e.g. assuro, namdi 831 phul, simali) of minimum length placed in bundles to give 4 running meters of meter cutting per meter of fascine, including backfilling of trench and careful compaction. Jute netting works, Standard jute netting for bare slopes and under planting with slips. Spinning raw jute from 100% jute fiber into yarn and weaving the yarn into netting. Hand spun yarn 5 to 8 mm in diameter, width of net 1.20 meters 832 warp strands 27 no per , mesh size 30-40 mm sq. and 1.25 kg/m weight at 1.20 sqm m width.[Note A Toro is the weaving shuttle, bamboo culm.]normally made from a split large Jute netting works, Wide mesh jute netting for holding mulch on slopes. Spinning raw jute from 100% jute fiber into yarn and weaving the yarn into netting. Hand spun yarn 3 to 5 mm in diameter 1.20 m side and 11.2 m long. 833 Mesh size 150 mm x 500 mm rectangular mesh and 0.25 kg/m at 1.20 m width. sqm [Note A torso is the weaving shuttle, normally made from a split large bamboo culm.]

Jute netting works, Placing 30-40 mm square mesh jute netting on bare slopes (for later under planting with grass slips), including pegging with live 834 hardwood cutting or split bamboo pegs and loosening tension so that the net sqm hugs the slope throughout. Jute netting works, Placing 150 x 500 mm mesh jute netting to hold mulch on slopes, including application of mulch and pegging with live hardwood cutting 835 or split bamboo pegs and loosening tension so that the net hugs the slope sqm throughout. Gabion bolster cylinders, Providing and laying 60 cm dia gabion bolsters panels: 70 x 100 mm hexagonal mesh wire (10 swg frame and 12 Swg mesh) 836 including Earthwork excavation filling with boulder, back filling all complete meter as per Drawing and Technical Specifications. Gabion bolster cylinders, Providing and laying 30 cm dia gabion bolsters panels: 70 x 100mm hexagonal mesh wire (10 swg frame and 12 Swg mesh) 837 including Earthwork excavation filling with boulder, back filling all complete meter as per Drawing and Technical Specifications. Gabion bolster cylinders, Anchoring bolster: 12 mm dia MS re-bar cut into 2 m 838 lengths for anchorage and placed at intervals meter 839 Gabion bolster cylinders, Providing and laying of terram paper (geotextile) meter Bamboo tree guards, Providing and weaving bamboo tree guards using bamboo poles as uprights: 1.60 m in height ; and weaving split bamboo with the outer 840 wall intact around the posts. Dimension of the guard are 0.60 m diameter x 1.30 meter high. Turfing, Grass sodding works including sod cutting , transporting , placing in 841 position and water sprinkling (Lead upto 10 m). sqm 842 Turfing, Providing and Spreading manure on the grass turf. sqm Turfing, Turfing with Sods, Providing, furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations 843 shown on the drawing or as directed by the engineer including preparation of sqm ground, fetching of sods and watering. Turfing, Seeding and Mulching, Providing required material, Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, 844 mulching material, applying bituminous emulsion at the rate of 0.23 liters per sqm sqm and laying and fixing jute netting, including watering for 3 months all as per specification Spreading of Sludge Farm Yard Manure or/and good Earth, Providing and 845 Spreading of sludge farm yard manure or/ and good earth in required thickness cum (cost of sludge, farm yard manure or/and good earth to be paid for separately) Grassing with ' Doobs' Grass, Providing and grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the 846 grass forms a thick lawn free from weeds and fit for moving including sqm supplying good earth if needed, In rows 15 cm apart in either direction 847 Grassing with ' Doobs' Grass, In rows 7.5 cm apart in either direction sqm Making Lawns including Ploughing and Dragging, Providing and making lawns including ploughing and breaking of clod, removal of rubbish, dressing and 848 supplying Doobs grass roots and planting at 15 cm apart, including supplying sqm and spreading of farm yard manure at rate of 0.18 cum per 100 sqm Maintenance of Lawns or Turfing of Slopes, Regular Maintenance of lawns or for a period of one year including sqm 849 Turfing of slopes (rough grassing) watering etc.

Turfing Lawns with Fine Grassing including Ploughing, Dressing, Providing and Turfing lawns with fine grassing including ploughing, dressing including 850 breaking of clods, removal of rubbish, dressing and supplying Doobs grass roots sqm at 10 cm apart, including supplying and spreading of farm yard manure at rate of 0.6 cum per 100 sqm Maintenance of Lawns with Fine Grassing for the First Year, Regular 851 Maintenance of lawns with fine grassing for the first year including watering sqm etc. Planting and Maintaining of Permanent Hedges, Providing and Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, 852 refilling the excavated earth mixed with farmyard manure, supplied at the rate meter of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart Planting and Maintaining of Permanent Hedges, Maintenance of hedge for one 853 year meter Planting and Maintaining of Flowering Plants and Shrubs, Providing and planting flowering plants and shrubs in central verge (200 plants and 800 shrubs 854 in two rows in one km length of road where width of verge is 3 m and above.) meter Planting and Maintaining of Flowering Plants and Shrubs, Providing and 855 Maintenance of flowering plants and shrubs in central verge for one year km Planting of Trees and their Maintenance for one Year, Providing and Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the 856 ground, mixing the soil with decayed farm yard/sludge manure, planting the nos saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Renovation Lawns including, Weeding, Forking the Ground, Top Dressing with Forked Soil, Renovation lawns including, weeding, forking the ground, top dressing with forked soil, watering and maintenance the lawns, for 30 days or 857 more, till the grass forms a thick lawn, free from weeds, and fit for moving and sqm disposal of rubbish as directed, including supplying good earth, if needed but excluding the cost of well decayed farm yard manure Half Brick Circular Tree Guard, in 2nd Class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground, Providing and laying half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre 858 nos below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 (1 cement 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete Edging with 2nd Class Bricks, Laid Dry Lengthwise, Providing and edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, 859 consolidation, with a hand packing and spreading nearly surplus earth within a meter lead of 50 metres Making Tree Guard 53 cm dia and 1.3 meter height as per Design from empty bitumen drums, Providing and making tree guard 53 cm dia and 1.3 m high as 860 per design from empty bitumen drum, slit suitably to permit sun and air, nos (supplied by the department at stock issue rate) including providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets, complete in all respect

Making Tree Guard 53 cm dia and 2 meter height as per Design from empty bitumen drums, Providing and making tree guard 53 cm dia and 2 metres high as per design from empty bitumen drums, slit suitably to permit sun and air, ( supplied by the department at stock issue rate) including providing and 861 nos fixing four legs 40 cm long of 30 x 3 mm MS riveted to tree guard and providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets complete in all respects Wrought Iron and Mild Steel Welded Work, Providing Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of 862 screens and welding rods or bolts and nuts complete fixed in position but kg without the cost of excavation and concrete for fixing which will be paid separately Tree Guard with MS Iron, Providing and fixing MS iron tree guard 60 cm dia and 2 meter high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, 863 bolted together with 8 mm dia and 30 mm long bolts including painting two nos coats with paint of approved brand over a coat of priming, complete in all respects. Tree Guard with MS Angle Iron and Steel Wire, Providing and fixing tree guard 0.60 meter square, 2.00 meter high fabricated with MS angle iron 30 x 30 x 3 864 mm, MS iron 25 x 3 mm and steel wire 3 mm dia welded and fabricated as per nos design in two halves bolted together Compensatory Afforestation, Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 m by grubbing and leveling the 865 ground upto a depth of 150 mm, digging holes 0.9 m dia, 1 m deep, mixing farm sqm yard/sludge manure with soil, planting of sapling 2 m high with 25 cm dia stem, backfilling the hole and watering Fog Spray, Providing and applying low viscosity bitumen emulsion for sealing 866 cracks less than 3 mm wide or incipient fretting or disintegration in an existing sqm bituminous surfacing. Fog Spray, Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing 867 bituminous surfacing., In case it is decided by the engineer to blind the fog sqm spray. Hill Side Drain Clearance, Removal of earth from the choked hill side drain and 868 disposing it on the valley side manually meter Maintenance,Carryout Routine ( regular maintenance) of Black top/ Gravel 869 road in plain area ( Terai) as per Technical Specifications and direction of the Km - day Engineer, Maintenance, Carryout Routine ( regular maintenance) of Black top/ Gravel 870 road in Hilly area as per Technical Specifications and direction of the Engineer, Km - day Maintenance, Carryout Routine ( regular maintenance) of Black top/ Gravel 871 road in Hilly area as per Technical Specifications and direction of the Engineer, 20 km per year Restoration of Rain Cuts. Providing and restoration of rain cuts in embankment 872 slopes as per specification and direction of the Engineer. cum Providing and restoration of rain cuts with surrounding material benching for 300 mm width, laying fresh Material in layers not exceeding 250 mm and 873 compacting to restore the original alignment, levels and slopes as per Technical cum Specification and direction of the Engineer.Manual means

Providing and restoration of rain cuts benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting to restore the original 874 alignment, levels and slopes as per Specification and direction of the Engineer., Mechanical Means including conveyance of earth from other surrounding area with lead Maintenance of Earthen Shoulder (filling with fresh soil), Providing and making up loss of Material/ irregularities on shoulder to the design level by adding fresh 875 approved soil and compacting as per Technical Specification and direction of the Engineer. Maintenance of Earth Shoulder (stripping excess soil), Stripping excess soil 876 from the shoulder surface to achieve the approved level and compacting as per sqm Technical Specifications and direction of the Engineer. Providing, laying and restoration of rain cuts with gravel or river bed Material , benching for 300 mm width, laying fresh Material in layers not 877 exceeding 250 mm and compacting to restore the original alignment, levels and cum slopes as per Technical specifications and direction of the Engineer., Mechanical Means including conveyance of river bed gravel with lead Maintenance of bituminous surface road with Emulsion, Providing required material and repair to pot holes including removal of failed material, trimming 878 the sides to vertical , leveling the bottom, cleaning, filled with 75 mm cum Bituminous macadam applying bitumen /emulsion prime coat and tack coat as per Technical Specifications and direction of the Engineer. Maintenance of bituminous surface road with Emulsion, Providing required material and repair pot holes including removal of loose material, trimming of 879 sides, cleaning of surface applying tack coat , 20 mm thick pre-mix carpet and seal coat with bitumen emulsion as per Technical Specifications and direction of the Engineer. Filling Pot-holes and Patch Repairs with open-Graded Premix surfacing, 20 mm., Providing required material and repair the the pot holes including removal of failed material, trimming and finishing the surface applying tack 880 coat on the sides and base of excavation , backfilling with hot bituminous sqm Material and compaction as per Technical Specification and instruction of the Engineer. Filling Pot-holes and Patch Repairs with Bituminous concrete, 40 mm., Providing required material and repair the pot holes including removal of failed material, trimming and finishing the surface applying tack coat on the 881 sides and base of excavation , backfilling with hot bituminous Material and compaction as per Technical Specification and instruction of the Engineer., Grading I - 19 mm(Nominal size) Filling Pot-holes and Patch Repairs with Bituminous concrete, 40 mm., Providing required material and repair the pot holes including removal of failed material, trimming and finishing the surface applying tack coat on the 882 sides and base of excavation , backfilling with hot bituminous Material and compaction as per Technical Specification and instruction of the Engineer., Grading-II 13 mm (Nominal size) Crack Filling, Providing and filling of crack using slow - curing bitumen 883 emulsion and applying crusher dust in case crack are wider than 3 mm as per meter Technical Specifications and instruction of the Engineer Dusting, Providing and applying crusher dust to areas of road where bleeding 884 of excess bitumen has occurred as per Technical Specifications and direction of sqm the Engineer.

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road 885 surface including cleaning of surface, mixing of slurry seal in a suitable mobile sqm plant, laying and compacting to provide even riding surface, 5 mm thickness Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road 886 surface including cleaning of surface, mixing of slurry seal in a suitable mobile sqm plant, laying and compacting to provide even riding surface, 3 mm thickness Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road 887 surface including cleaning of surface, mixing of slurry seal in a suitable mobile sqm plant, laying and compacting to provide even riding surface, 1.5 mm thickness Crack Prevention Courses, Stress Absorbing Membrane (SAM) crack width less than 6 mm, Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder , sprayed at the rate of 9 kg per 10 sqm and 888 sqm spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates as per Drawing and Technical Specifications. Crack Prevention Courses, Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm, Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying , sprayed at the rate of 11 889 sqm kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates as per Drawing and Technical specifications. Crack Prevention Courses, Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 %, Providing and laying a single coat of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 % after cleaning with a mechanical 890 broom, using modified binder , sprayed at the rate of 15 kg per 10 sqm and sqm spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished as per Drawing and Technical specifications. Crack Prevention Courses, Bitumen Impregnated Geotextile, Providing and laying a bitumen impregnated geotextile layer after cleaning the road surface, 891 geotextile conforming to requirements of section 2400, laid over a tack coat sqm with 1.05 kg per sqm of paving grade bitumen and constructed as per Drawing and Technical specifications. Surface Dressing for maintenance works., Providing and laying surfacing dressing as wearing course in single coat using gravel of specified size for 892 maintenance / repair works as per Technical Specification and instruction of the sqm Engineer., :-19 mm nominal chipping size Surface Dressing for maintenance works., Providing and laying surfacing dressing as wearing course in single coat using gravel of specified size for 893 maintenance / repair works as per Technical Specification and instruction of the sqm Engineer., 13 mm nominal size chipping

Surface Dressing for maintenance works., Providing and laying surfacing dressing as wearing course in single coat using gravel of specified size for 894 maintenance / repair works as per Technical Specification and instruction of the sqm Engineer., 9.5 mm nominal size chipping Surface Dressing for maintenance works., Providing and laying surfacing dressing as wearing course in single coat using gravel of specified size for 895 maintenance / repair works as per Technical Specification and instruction of the sqm Engineer., 6 mm nominal size chipping Land Slide Clearance in soil, Clearance of land slides in soil and ordinary rock 896 by a bull-dozer and disposal of the same on the valley side cum Land Slide Clearance in soil, Clearance of land slides in soil and ordinary rock 897 by a Loader and disposal of the same on the valley side or loaded to a truck. cum Landslide Clearance in Hard Rock Requiring Blasting, Clearing of land slide in 898 hard rock requiring blasting for 50 per cent of the boulders and disposal of the cum same on the valley side. Snow Clearance on Roads with Dozer, Snow clearance from road surface by a 899 machine and disposing it on the valley side cum Carryout Routine using Labour based method for Local road as per direction of 900 the Engineer,, District Road , Rural road class "A" km Carryout Routine using Labour based method for Local road as per direction of 901 the Engineer,, Village Road , Rural road class "B" km Carryout Routine using Labour based method for Local road as per direction of 902 the Engineer,, Main Trail , Rural road Class "C" Carryout Routine using Labour based method for Local road as per direction of 903 the Engineer,, Village Trail , Rural road Class "D" Excavation of pits/trenches for sub-surface Geo-technical investigation in 904 mixed soil and lifting of material all complete (Length & breath depending cum upon working condition) as per direction of the Engineer., Depth up to 3 m Excavation of pits/trenches for sub-surface Geo-technical investigation in mixed soil and lifting of material all complete (Length & breath depending 905 upon working condition) as per direction of the Engineer., Depth up to 3 - 4.5 cum m Mobilisation and Demobilisation of drilling / Boring equipments, accessories, 906 etc for sub-surface Geo-technical investigation as per direction ., BT Surfaced km-job Road, Speed with load : 15 km / hour. Mobilisation and Demobilisation of drilling / Boring equipments, accessories, 907 etc for sub-surface Geo-technical investigation as per direction ., Gravelled km-job Road, Speed with load : 15 km / hour. Mobilisation and Demobilisation of drilling / Boring equipments, accessories, 908 etc for sub-surface Geo-technical investigation as per direction ., Earthen road, km-job Speed with load : 15 km / hour. Erect dismantle and move boring rig with drilling equipments at each bore hole 909 complete as directed by the Engineer.. nos Bore with shell and auger or by percussion method in all soils other than rock to 910 a depth below ground level complete as directed by the Engineer., Depth below meter bed level upto 5.0 m Bore with shell and auger or by percussion method in all soils other than rock to 911 a depth below ground level complete as directed by the Engineer., Depth below meter bed level 5.0 m - 10 m Bore with shell and auger or by percussion method in all soils other than rock to 912 a depth below ground level complete as directed by the Engineer., Depth below meter bed level 10 m - 15m

Bore with shell and auger or by percussion method in all soils other than rock to 913 a depth below ground level complete as directed by the Engineer., Depth below meter bed level 15 m - 20 m Rotary core drilling in soil /rock and take continuous rock core to a depth 914 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, soft Soil, Depth below bed level upto 5.0 M Rotary core drilling in soil /rock and take continuous rock core to a depth 915 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, soft Soil, Depth below bed level 5.0 m - 10 m Rotary core drilling in soil /rock and take continuous rock core to a depth 916 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, soft Soil, Depth below bed level 10 m - 15m Rotary core drilling in soil /rock and take continuous rock core to a depth 917 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, soft Soil, Depth below bed level 15 m - 20 m Rotary core drilling in soil /rock and take continuous rock core to a depth 918 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, soft Soil, Depth below bed level 20 m - 25 m Rotary core drilling in soil /rock and take continuous rock core to a depth 919 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, soft Soil, Depth below bed level > 25 m Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all 920 complete as directed, Soil ( gravel BMS etc), Depth below bed level upto 5.0 M meter Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all 921 complete as directed, Soil ( gravel BMS etc), Depth below bed level 5.0 m - 10 meter m Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all 922 complete as directed, Soil ( gravel BMS etc), Depth below bed level 10 m - 15m meter Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all 923 complete as directed, Soil ( gravel BMS etc), Depth below bed level 15 m - 20 meter m Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all 924 complete as directed, Soil ( gravel BMS etc), Depth below bed level 20 m - 25 meter m Rotary core drilling in soil /rock and take continuous rock core to a depth 925 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soil ( gravel BMS etc), Depth below bed level > 25 m Rotary core drilling in soil /rock and take continuous rock core to a depth 926 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soft Rock, Depth below bed level upto 5.0 m Rotary core drilling in soil /rock and take continuous rock core to a depth 927 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soft Rock, Depth below bed level 5.0 m - 10 m Rotary core drilling in soil /rock and take continuous rock core to a depth 928 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soft Rock, Depth below bed level 10 m - 15m : Add 20

Rotary core drilling in soil /rock and take continuous rock core to a depth 929 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soft Rock, Depth below bed level 15 m - 20 mM Rotary core drilling in soil /rock and take continuous rock core to a depth 930 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soft Rock, Depth below bed level 20 m - 25 mM Rotary core drilling in soil /rock and take continuous rock core to a depth 931 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soft Rock, Depth below bed level > 25 Rotary core drilling in soil /rock and take continuous rock core to a depth 932 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Hard Rock, Depth below bed level upto 5.0 m Rotary core drilling in soil /rock and take continuous rock core to a depth 933 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Hard Rock, Depth below bed level 5.0 m - 10 m Rotary core drilling in soil /rock and take continuous rock core to a depth 934 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Hard Rock, Depth below bed level 10 m - 15m Rotary core drilling in soil /rock and take continuous rock core to a depth 935 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Hard Rock, Depth below bed level 15 m - 20 mM Rotary core drilling in soil /rock and take continuous rock core to a depth 936 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Hard Rock, Depth below bed level 20 m - 25 mM Rotary core drilling in soil /rock and take continuous rock core to a depth 937 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Hard Rock, Depth below bed level > 25 m 938 Taking disturbed sample during drilling as directed by the Engineer. nos 939 Taking Undisturbed sample during drilling as directed by the Engineer. nos Carry out Standard penetration test (SPT) during borig as directed by the 940 Engineer nos Providing & installing piezometers at the location of each bore holes for study of fluctuations in water table (Water table studies to be carried out weekly for a period of 3 months) with regular weekly interval and predetermined time & day 941 each week and depth of water recorded with respect to the reduced level. nos Diurnal variations to be noted for 3 selected weeks during the period of observations and reporting. Providing and laying precast RCC railing of M 30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to 942 exceed 1 in 500, center to center spacing between vertical post not to exceed meter 2000 mm, leaving adequate space between vertical post for expansion, complete as per Drawings and Technical specifications. Providing, fitting and fixing mild steel railing complete as per drawing and 943 Technical Specification m Providing and fixing Drainage Spouts complete as per Drawing and Technical 944 specifications. no Filler joint, Providing & fixing 2 mm thick corrugated copper plate in expansion 945 joint complete as per drawing & Technical Specification. meter , Providing & fixing 20 mm thick compressible fiber board in expansion joint 946 complete as per drawing & Technical Specification. meter

, Providing and fixing in position 20 mm thick pre-moulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to 947 cater for a horizontal movement upto 20 mm, covered with sealant complete as meter per Drawing and technical specifications. , Providing and filling joint sealing compound as per drawings and technical 948 specifications with coarse sand and 6 per cent bitumen by weight meter Asphaltic Plug joint, Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in 949 traffic direction), covered with a closure plate of 200 mm x 6 mm of weldable meter structural steel conforming to IS: 2062, as per Drawings and Technical Specifications. Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm, Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows 950 duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, meter 1.2 metres high above ground, 2 m center to center, complete as per Drawing and Technical specifications. Tubular Steel Railing on Precast RCC Posts, 1.2 m High Above Ground Level, Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows 951 on precast M 20 grade RCC vertical posts 1.8 metres high (1.2 m above GL) meter with 3 holes 50 mm dia for pipe, fixed 2 metres center to, complete as per Drawing and Technical Specifications.

Government of Nepal Ministry of Physical Infrastructure & Transport Department of Roads Federal Road Supervision & Monitoring Office, Kathmandu ROAD DIVISION HETAUDA Details of Measurement Contract Identification No : BH No : Nature of the work : Name of Road : S.N. Description of Works Unit General Operation and maintenance of Temporary diversion of road/ bridge to keep the 1 road serviceable through out the contract period as per specification and km-month/LS instruction of engineer Carry out maintenance of the existing road to keep the road serviceable through 2 out the contract period as per specification and instruction of the Engineer Km-month Providing and installation of project signboards with size of 1.8 x 1.2 m as per 3 specification and instruction of engineer. nos Providing and establishing camp with mobilization and demobilization for 4 contractor's Labour and staff and demolishing after completion of works as per job the specifications and instruction of the Engineer. Relocation of services / minor infrastructures, as per specifications and 5 instruction of the Engineer. job 6 Supply of Project Record as per specifications and instruction of the Engineer. set Reinstatement of quarry sites at the completion of works as instructed by the 7 engineers. Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 8 sqm lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Manual Means:-, In area of light jungle (less than 15 number per 100 sqm) Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 9 sqm lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Manual Means:-, In area of thorny jungle ( more than 15 numbers per 100 sqm) Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 10 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Brick / Tile work, Dry brick pitching or brick soling

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Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 11 lead of 30 meters including removal and disposal of top organic soil not cum exceeding 150 mm in thickness., By Manual Means:-, Felling and uprooting of bamboo clearing the area, stacking of bamboo and disposing of wastes

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 12 sqm lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, In area of light jungle (less than 15 number per 100 sqm ) Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 13 sqm lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, In area of thorny jungle ( more than 15 numbers per 100 sqm) Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 14 lead of 30 meters including removal and disposal of top organic soil not cum exceeding 150 mm in thickness., By Mechanical Means, Felling and uprooting of bamboo clearing the area, stacking of bamboo and disposing of wastes

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 15 sqm lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Manual Means:-, In area of light jungle (less than 15 number per 100 sqm) Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 16 sqm lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., In area of thorny jungle ( more than 15 numbers per 100 sqm) Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 17 cum lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., Felling and uprooting of bamboo clearing the area, stacking of bamboo and disposing of wastes

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Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 18 sqm lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, In area of light jungle (less than 15 number per 100 sqm )

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Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, 21 stacking of serviceable Material with all lifts and up to a lead of 1000 meters number and earth filling in the depression/pit., Girth from 300 mm to 600 mm

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Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, 22 stacking of serviceable Material with all lifts and up to a lead of 1000 meters number and earth filling in the depression/pit., Girth from 600 mm to 900 mm

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Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, 23 stacking of serviceable Material with all lifts and up to a lead of 1000 meters number and earth filling in the depression/pit., Girth from 900 mm to 1800 mm

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Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, 24 stacking of serviceable Material with all lifts and up to a lead of 1000 meters number and earth filling in the depression/pit., Girth from 1800 - 2500 mm

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Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, 25 stacking of serviceable Material with all lifts and up to a lead of 1000 meters number and earth filling in the depression/pit., Girth above 2500 mm

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Clearing Grass and Removal of Rubbish and Dressing and levelling the construction surface 26 Clearing grass/ top soil and removal up to a distance of 50 meters outside the periphery of the area , including cutting and filling of small undulation., By Manual Means

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Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 19 sqm lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, In area of thorny jungle ( more than 15 numbers per 100 sqm) Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 20 lead of 1000 meters including removal and disposal of top organic soil not cum exceeding 150 mm in thickness., By Mechanical Means, Felling and uprooting of bamboo clearing the area, stacking of bamboo and disposing of wastes

sqm

Dismantling of kilometer stone including cutting of earth, foundation and 27 disposal of dismantled Material with all lifts and lead upto 1000 m and back number filling of pit., Five KM stone

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 28 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Lime /Cement Concrete, By Manual Means, Lime Concrete, cement concrete grade M-10 and below

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 29 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Lime /Cement Concrete, By Manual Means, Cement Concrete Grade M-15 & M-20

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 30 cum lifts and lead of 1000 meters, Lime /Cement Concrete, By Manual Means, Prestressed / Reinforced cement concrete grade M-20 & above Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 31 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Lime /Cement Concrete, By Mechanical Means, Cement Concrete Grade M-15 & M-20 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 32 cum lifts and lead of 1000 meters, Lime /Cement Concrete, By Mechanical Means, Prestressed / reinforced cement concrete grade M-20 & above Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 33 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Brick / Tile work, In lime mortar Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 34 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Brick / Tile work, In cement mortar Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 35 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Brick / Tile work, In mud mortar Dismantling of kilometer stone including cutting of earth, foundation and 36 disposal of dismantled Material with all lifts and lead upto 1000 m and back number filling of pit., One KM Stone

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 37 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Stone Masonry, Rubble stone masonry in lime mortar

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 38 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Stone Masonry, Rubble stone masonry in cement mortar.

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 39 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Stone Masonry, Rubble Stone Masonry in mud mortar.

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 40 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Stone Masonry, Dry rubble masonry Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 41 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Stone Masonry, Dismantling stone pitching/ dry stone spalls. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 42 cum lifts and lead of 1000 meters, Dismantling Stone Masonry, Dismantling boulders laid in wire crates including opening of crates and stacking dismantled Material. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 43 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Wood Work wrought framed and fixed in frames of trusses upto a height of 5 m above plinth level Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 44 tonne lifts and lead of 1000 meters, Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet., Including dismembering

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 45 tonne lifts and lead of 1000 meters, Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet., Excluding dismembering.

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 47 disposal of unserviceable Material and stacking the serviceable Material with all number lifts and lead of 1000 meters, Scraping of Bricks Dismantled from Brick Work including Stacking., In lime/Cement mortar

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 48 disposal of unserviceable Material and stacking the serviceable Material with all number lifts and lead of 1000 meters, Scraping of Bricks Dismantled from Brick Work including Stacking., In mud mortar

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 49 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Scraping of Stone from Dismantled Stone Masonry, In cement and lime mortar

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 50 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Scraping of Stone from Dismantled Stone Masonry, In Mud mortar

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 51 disposal of unserviceable Material and stacking the serviceable Material with all sqm lifts and lead of 1000 meters, Scarping Plaster in Lime or Cement Mortar from Brick/ Stone Masonry

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Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of 52 dismantled Material with all lifts and up to a lead of 1000 metres, stacking meter serviceable Material and unserviceable Material separately.

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 46 number lifts and lead of 1000 meters, Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet., Extra over item No( v ) A and( v ) B for cutting rivets.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 53 meter lifts and lead of 1000 meters, Removing all type of Hume Pipes and Stacking within a lead of 50 metres including Earthwork and Dismantling of Masonry Works., Up to 600 mm dia

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Dismantling of Flexible Pavements, Dismantling of flexible pavements and disposal of dismantled Material up to a lead of 1000 metres, stacking 56 serviceable and unserviceable Material separately, By Manual Means, cum Bituminous courses

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Dismantling of Flexible Pavements, Dismantling of flexible pavements and disposal of dismantled Material up to a lead of 1000 metres, stacking 57 serviceable and unserviceable Material separately, By Manual Means, Granular cum courses

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Dismantling of Flexible Pavements, Dismantling of flexible pavements and disposal of dismantled Material up to a lead of 1000 metres, stacking 58 serviceable and unserviceable Material separately, By Mechanical Means, cum Bituminous course

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Dismantling guard rails by manual means and disposal of dismantled Material 60 with all lifts and up to a lead of 1000 metres, stacking serviceable Material and meter unserviceable Material separately.

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Dismantling Kerb stone by manual means and disposal of dismantled Material 61 with all lifts and up to a lead of 1000 meter meter

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 54 meter lifts and lead of 1000 meters, Removing all type of Hume Pipes and Stacking within a lead of 50 metres including Earthwork and Dismantling of Masonry Works., Above 600 mm to 900 mm dia Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 55 meter lifts and lead of 1000 meters, Removing all type of Hume Pipes and Stacking within a lead of 50 metres including Earthwork and Dismantling of Masonry Works., Above 900 mm

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock 59 piling at designated locations and disposal of dismantled Material up to a lead of cum 1000 metres, stacking serviceable and unserviceable Material separately

Dismantling Kerb stone channel by manual means and disposal of dismantled 62 Material with all lifts and up to a lead of 1000 meter meter Dismantling of CI water pipe line upto 600 mm dia including disposal with all 63 lifts and lead upto 1000 metres and stacking of serviceable Material and meter unserviceable Material separately . Removal of cement concrete pipe of sewer gutter 1500 mm dia including disposal with all lifts and up to a lead of 1000 metres and stacking of 64 serviceable and unserviceable Material separately but excluding earth meter excavation and dismantling of masonry works.

Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, 65 disposal with all lifts and up to a lead of 1000 metres and stacking the nos serviceable and unserviceable Material separately Reinforced Soil wall Structure with Tera Mesh System (TMS) Facing:, Providing and fixing Flexible Geogrids ( e.g. Paralink) as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating including secondary reinforcement of Terramesh 66 sqm system (TMS) as per Specifications Clause 2402 with Zinc +PVC coated as Facing material, laying of Geo textile, drainage gallery filling with boulder all complete as per Specifications Reinforced Soil wall Structure with Green Terra Mesh (GTM) Facing:, Providing and fixing Flexible Geogrids ( e.g. Paralink) as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating with design life >100 years including secondary reinforcement of Green Terramesh system (GTM) as per Specifications Clause 67 2402 with Zn+PVC coated with Bio-Mat, Steel Greed made of MS bar (10 mm sqm dia and grid size 160 mm x 160 mm), 3 nos of anchor bars of 10 mm dia to maintain the slope of GTM, laying of Geo textile, drainage gallery filling with boulder etc. all complete as per Specifications. Reinforced Soil wall Structure with Concrete Facing:, Providing and fixing Flexible Geogrids ( e.g. Paralink) as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating with design life >100 years including secondary reinforcement of Green Terramesh system (GTM) as per Specifications Clause 2402 with Zn+PVC coated with Bio-Mat, Steel Greed made of MS bar (10 mm dia and grid size 160 68 mm x 160 mm), 3 nos of anchor bars of 10 mm dia to maintain the slope of sqm GTM, laying of Geo textile, drainage gallery filling with boulder etc. all complete as per Specifications., High Strength Flexible Geogrids ( made of polyester core with polyethylene coating) with Strength as per design ( at least 200 KN/ m) Reinforced Soil wall Structure with Concrete Facing:, Providing and fixing Flexible Geogrids ( e.g. Paralink) as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating with design life >100 years including secondary reinforcement of Green Terramesh system (GTM) as per Specifications Clause 2402 with Zn+PVC 69 coated with Bio-Mat, Steel Greed made of MS bar (10 mm dia and grid size 160 sqm mm x 160 mm), 3 nos of anchor bars of 10 mm dia to maintain the slope of GTM, laying of Geo textile, drainage gallery filling with boulder etc. all complete as per Specifications., Para web 50 KN and 100 ken each Boundary pillar, Providing and fixing of Reinforced cement concrete M 15 grade boundary pillars of standard design Drawing ( top 150 mm dia, bottom 200 mm dia having 1.05 m height, 300 mm above ground and 750 mm below 70 ground with 6 mm dia bar two main bar having 1.84 m length each and 5 nos stirrups fixed in position including finishing and lettering but excluding painting as per Drawing and Technical Specifications.

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GI Barbed Wire Fencing 1.2 Meter high with RCC post, Providing and fixing 1.8 meters high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 meters center to center founded in M 15 grade cement concrete, 0.6 meter below ground level, every 15th post, last but 71 one end post and corner post shall be strutted on both sides and meter end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Drawing and Technical Specifications GI Barbed Wire Fencing 1.8 Meter High with RCC post, Providing and fixing 1.8 m high GI barbed wire fencing with 2.4 m RCC M 15 grade 150 mm x 150 mm concrete post placed every 3 m center-to-center founded in M 15 grade cement concrete, 0.6 m below ground level, every 15th post, last but one end 72 post and corner post shall be strutted on both sides and end post on one side meter only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Drawing and Technical Specifications. GI Barbed Wire Fencing 1.2 Meter High on Angle Iron, Providing and fixing 1.2 meters high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 meters center to center founded in M 15 grade cement concrete, 0.6 meter below ground level, every 15th post, end post and 73 corner post shall be strutted on both sides and end post on one side only and meter provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Drawing and Technical Specifications. GI Barbed Wire Fencing 1.8 Meter High, Providing and fixing 1.8 meters high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 meters center to center founded in M 15 grade cement concrete, 0.6 meter below ground level, every 15th post, last but 74 one end post and corner post shall be strutted on both sides and meter end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Drawing and Technical Specifications Field Test, Carryout Pile Load Test up to 200 tones including all consumable 75 and accessories as per test procedure mentioned in the Technical Specifications. nos/day 76 Laboratory Setup including supply of electricity, water, gas and heating etc. set Providing, installing and maintaining Quality control laboratory with 77 equipment as specified in the Technical Specifications. set 78 Operation of Laboratory with Technical support of Laboratory staff Man-month Field Test, Carryout Axle load survey including all consumables and 79 accessories. no. of reading Field Test, Carryout Benkelman Beam Deflection Test including all 80 consumables and accessories. no of reading Field Test, Carryout Field Density test of sub grade/ sub base/ base test by Sand 81 replacement Method as per procedure mentioned in the Technical nos Specifications. 82 Field Test, Sampling from Subgrade, Sub base, base and Wearing Course nos Field Test, Carryout Rapid Determination of CBR by dynamic core 83 penetrometer as per test procedure mentioned in the Technical Specifications. point

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Field Test, Carryout Measurement of Pavement Thickness including all 84 consumable and accessories as per test procedure mentioned in the Technical point Specifications.

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Laboratory Test, Carryout Shear test of disturbed sample including all 85 consumable and accessories as per test procedure mentioned in the Technical nos Specifications.

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Field Test, Coring of asphalt concrete Sample from pavement including all 86 consumable and accessories as per test procedure mentioned in the Technical nos/day Specifications.

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Field Test, Carryout Schmidt Hammer Test including all consumable and 87 accessories as per test procedure mentioned in the Technical Specifications. no

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Field Test, Carryout Bridge Load test (Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure 88 following relevant IS/IRC codes including deflection measuring instruments, nos loading materials, recoding and analyzing the load testing results cleaning of girder after load test, etc.)

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Laboratory Test, Sample preparation for inappropriate sample by crushing for 89 LAA, ACV, AIV test including all consumable and accessories as per test nos procedure mentioned in the Technical Specifications.

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Laboratory Test, Carry out Grain size Analysis including all consumable and 90 accessories as per test procedure mentioned in the Technical Specifications. nos

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Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for 91 culverts including fixing with cement mortar 1:2 as per Drawing and Technical meter Specifications., 900 mm internal dia.

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Providing, jointing and laying HDPE pipes with or without collar etc. complete 92 in place as per Drawing and Technical Specifications., a) 110 mm/125 mm outer meter dia.

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Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for 93 culverts including fixing with cement mortar 1:2 as per Drawing and Technical meter Specifications., 300 mm internal dia.

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Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for 94 culverts including fixing with cement mortar 1:2 as per Drawing and Technical meter Specifications., 450 mm internal dia.

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Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for 95 culverts including fixing with cement mortar 1:2 as per Drawing and Technical meter Specifications., 600 mm internal dia.

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Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for 96 culverts including fixing with cement mortar 1:2 as per Drawing and Technical meter Specifications., 1000 mm internal dia.

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Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for 97 culverts including fixing with cement mortar 1:2 as per Drawing and Technical meter Specifications., 1200 mm internal dia.

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Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for 98 culverts including fixing collar with cement mortar 1:2 as per Drawing and meter Technical Specifications., 300 mm internal dia.

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#NAME?

Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for 99 culverts including fixing collar with cement mortar 1:2 as per Drawing and meter Technical Specifications., 450 mm internal dia.

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Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for 100 culverts including fixing collar with cement mortar 1:2 as per Drawing and meter Technical Specifications., 600 mm internal dia.

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Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for 101 culverts including fixing collar with cement mortar 1:2 as per Drawing and meter Technical Specifications., 900 mm internal dia.

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Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for 102 culverts including fixing collar with cement mortar 1:2 as per Drawing and meter Technical Specifications., 1000 mm internal dia.

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Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for 103 culverts including fixing collar with cement mortar 1:2 as per Drawing and meter Technical Specifications., 1200 mm internal dia.

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#NAME?

Providing and laying concrete channeling 104 Specifications., Cast in situ

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Earthwork Excavation in Cutting., Roadway Excavation in ordinary rock by Manual Means ., Roadway Excavation in ordinary rock as per Drawing and 109 Technical specification, including all lift and lead as per Drawing and cum instruction of the Engineer.

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Earthwork Excavation in Cutting., Roadway Excavation in ordinary rock by Mechanical Means ., Roadway Excavation in ordinary rock as per Drawing 110 and Technical specification, including all lift and lead as per Drawing and cum instruction of the Engineer.

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Earthwork Excavation in Cutting., Roadway Excavation in Hard Rock, mechanical Drilling, Roadway Excavation in hard rock with mechanical 111 drilling, including blasting and breaking, and disposal of cut road within all lifts cum and leads as per Drawing and instruction of the Engineer.

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#NAME?

Earthwork Excavation in Cutting., Excavation in Hard Rock, manual Drilling, 112 Roadway excavation in hard rock with manual drilling, blasting, breaking, cum lifts and leads all complete as per Drawing and instruction of the Engineer.

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Earthwork Excavation in Cutting., Excavation in Hard Rock (blasting prohibited), Roadway Excavation in hard rock with rock breakers, including 113 breaking rock, lifts and lead for disposal as per Drawing and Technical cum Specifications, Mechanical method, lead upto 30 m

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Earthwork Excavation in Cutting., Excavation in Hard Rock (blasting prohibited), Roadway Excavation in hard rock manually chiseling including 114 breaking rock, lifts and lead for disposal as per Drawing and Technical cum Specifications ,

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Earthwork Excavation in Cutting., Excavation in Hard Rock (blasting prohibited), Roadway Excavation in hard rock manually with use of chemical, 115 including breaking rock, disposal within all lifts and lead as per Drawing and cum Technical Specifications

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#NAME?

Earthwork Excavation in Cutting., Excavation in Marshy Soil, Roadway 116 Excavation in marshy soil as per Drawing and Technical Specifications cum

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0

as per Drawing and Technical

Providing and laying concrete channeling as per Drawing and Technical 105 Specifications., Pre cast 106 Laying (Joining) of Precast concrete panel meter Earthwork Excavation in Cutting., Roadway Excavation in all types of Soil by Manual Means ., Roadway Excavation in all types of soil as per drawing and 107 technical specification, including removal of stumps and other deleterious cum matter, with all lifts and lead as per Drawing and instruction of the Engineer. Earthwork Excavation in Cutting., Roadway Excavation in all types of Soil by Mechanical Means ., Road way Excavation in all types of soil as per Drawing 108 and technical specifications including removal of stumps and other deleterious cum matter, all lifts and lead as per Drawing and instruction of the Engineer.

Removal of Unserviceable Soil with Disposal upto 1000 meters, Removal of 117 unserviceable soil including excavation, loading and disposal upto 1000 meters cum lead

0

0

Trimming/ Rock Excavation Slopes, Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and 118 blasting accessories in properly aligned and spaced drill holes, collection of the sqm excavated rock by machine, with all lifts and lead as per Drawing and instruction of the Engineer.

0

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 119 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary soil by Manual Means, Depth upto 3 m

0

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 120 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary soil by Manual Means, Depth 3 m to 6 m

0

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 121 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary soil by Manual Means, Depth above 6 m

0

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 122 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary soil by Mechanical Means, Depth upto 3 m

0

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 123 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary soil by Mechanical Means, Depth 3 m to 6 m

0

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 124 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary soil by Mechanical Means, Depth above 6 m

0

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 125 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary Rock (not requiring blasting) by Manual Means, Depth upto 3 m

0

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 126 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary Rock (not requiring blasting) by Mechanical Means, Depth upto 3 m

0

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 127 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Hard Rock ( requiring blasting ) by Manual Means

0

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 128 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Hard Rock ( blasting prohibited ) by Mechanical Means

0

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 129 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Marshy Soil by Manual Means, Depth upto 3 m

0

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 130 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Marshy Soil by Mechanical Means

0

0

0

0

0

0

0

0

Preparation and Surface Treatment of Formation., Preparation and surface treatment of Formation by removing mud and slurry, watering to the extent 134 needed to maintain desired moisture content , compacting all complete as per sqm Drawing and Technical Specifications.

0

0

Construction of Embankment with Material obtained from Borrow pits, 135 Providing, laying, spreading and compacting embankment with borrow material cum as per Drawing and Technical Specifications.

0

0

Construction of Embankment with Material Deposited from Roadway Cutting, Providing, laying, spreading and compacting embankment with roadway cutting 136 material and compact to the required density as per Drawing and Technical cum Specifications.( Manually)

0

0

Construction of Embankment with Material Deposited from Roadway Cutting, Providing, laying, spreading and compacting embankment with roadway cutting 137 material and compact to the required density as per Drawing and Technical cum Specifications. (With machine)

0

0

Construction of Rock fill Embankment, Providing and laying of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm 138 laid in layers not exceeding 500 mm thick including filling of surface voids with cum stone spalls, blinding top layer with granular Material, rolled to required density all complete as per Drawing and Technical Specifications.

0

0

Providing suitable material and Back filling behind abutment, wing wall and 139 return wall complete as per Drawing and Technical Specifications., Granular cum Material

0

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 131 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Back Filling in Marshy Foundation Pits Stripping and Storing Top Soil, Stripping, storing of top soil by road side at 15 m internal and re-application on embankment slopes, cut slopes and other areas 132 in localities where the available embankment Material is not conducive to plant cum growth as per Drawing and Technical Specifications. Stripping, Storing and Re-laying Top Soil from Borrow Areas in Agriculture Fields., Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth 133 to maintain fertility of the agricultural field, finishing it to the required levels to cum the satisfaction of the farmer as per Drawing and Technical Specifications.

Providing suitable material and Back filling behind abutment, wing wall and 140 return wall complete as per Drawing and Technical Specifications., Sandy cum Material

0

0

Providing suitable material and Back filling behind abutment, wing wall and 141 return wall complete as per Drawing and Technical Specifications., Locally cum available Material including compaction by tamping rod ( without watering)

0

0

Providing suitable material and Back filling behind abutment, wing wall and 142 return wall complete as per Drawing and Technical Specifications., Locally cum available Material, with out watering and compaction by tamping rod

0

0

Providing and laying of Filter media with granular Material/stone crushed aggregates to a thickness of not less than 600 mm with smaller size towards the 143 soil and bigger size towards the wall and provided over the entire surface behind cum abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

0

0

Scarifying Existing road Surface to a Depth of 50 mm by Manual Means, Scarifying the existing road surface to a depth of 50 mm and 144 disposal of scarified Material with all lifts and leads as per Drawing and sqm Technical Specifications.

0

0

Scarifying Existing road Surface to a Depth of 50 mm by Manual Means, Scarifying the existing granular road surface to a depth of 145 50mm and disposal of scarified Material with all lifts and leads within Right of sqm way as per Drawing and Technical Specifications.

0

0

Scarifying Existing road Surface to a depth of 50 mm by Mechanical Means, Scarifying the existing road surface to a depth of 50 mm and disposal of 146 scarified Material with in all lifts and lead as per Drawing and Technical sqm Specifications.

0

0

Scarifying Existing road Surface to a depth of 50 mm by Mechanical Means, Scarifying the existing bituminous road surface to a depth of 50 mm and 147 disposal of scarified Material with in all lifts and lead as per Drawing and sqm Technical Specifications.

0

0

Construction of Subgrade and Earthen Shoulders with approved Material ( capping layer), Providing and laying sub-grade and earthen shoulders with 148 approved Material obtained from borrow pits with all lifts & leads as per sqm Drawing and Technical Specifications.

0

0

Compacting Original Ground, Compacting original ground supporting subgrade, Loosening of the ground upto a level of 500 mm below the sub-grade 149 level, watered, graded and compacted in layers as per Drawing and Technical sqm Specifications.

0

0

Compacting Original Ground, Compacting original ground supporting embankment, Loosening, leveling and Compacting original ground supporting 150 embankment to facilitate placement of first layer of embankment, scarified to a sqm depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve dry density as per Drawing and Technical Specifications.

0

0

Lime Stabilization for Improving Sub-grade, Providing , laying and spreading available soil with 3 per cent slaked lime having minimum content of 70 per 151 cent of CaO, mixing, grading and compacting at OMC to the desired density to sqm form a layer of sub grade as per Drawing and Technical Specifications., By Mechanical Means

0

0

Lime Stabilization for Improving Sub-grade, Providing , laying and spreading available soil with 3 per cent slaked lime having minimum content of 70 per 152 cent of CaO, mixing, grading and compacting at OMC to the desired density to sqm form a layer of sub grade as per Drawing and Technical Specifications., By Manual Means

0

0

Providing and laying granular sub-base on prepared surface, mixing at OMC, 153 and compacting to achieve the desired density, complete as per Drawing and cum Technical Specifications., By Mechanical means

0

0

Providing and laying granular sub-base on prepared surface, mixing at OMC, 154 and compacting to achieve the desired density, complete as per Drawing and cum Technical Specifications., By manual Means

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0

Providing, laying and spreading soil on a prepared sub grade, pulverizing, adding the designed quantity of cement to the spread soil, mixing in place , 155 grading and compacting at OMC to achieve the desired unconfined cum compressive strength and to form a layer of sub-base/base as per Drawing and Technical Specifications., For 4 per cent quantity of cement by weight of soil

0

0

Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place , grading 156 and compacting at OMC to achieve the desired unconfined compressive cum strength and to form a layer of sub-base/base as per Drawing and Technical Specifications.

0

0

Making 50 mm x 50 mm furrows, 50 mm deep, 450 to the center line of the road and at one meter interval in the existing thin bituminous wearing coarse 157 including sweeping and disposal of excavated Material ., 25 mm deep furrow sqm cutting

0

0

Providing, laying, spreading and compacting screening / coarse sand of 158 specified grade in uniform layer on a prepared surface and compacting to form cum a inverted Choke as per Drawing and Technical Specifications.

0

0

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices 159 of coarse aggregate, watering and compacting to the required density as per cum Drawing and Technical Specifications., By Manual Means, By using stone screening 13.2mm and Vibratory roller

0

0

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices 160 of coarse aggregate, watering and compacting to the required density as per cum Drawing and Technical Specifications., By Manual Means, By using stone screening 13.2mm and Smooth 3 wheeled steel roller

0

0

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices 161 of coarse aggregate, watering and compacting to the required density as per cum Drawing and Technical Specifications., By Manual Means, By using stone screening 11.2 mm for grading-II and Vibratory roller

0

0

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices 162 of coarse aggregate, watering and compacting to the required density as per cum Drawing and Technical Specifications., By Manual Means, By using stone screening 11.2 mm for grading-II and Smooth 3 wheeled

0

0

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices 163 of coarse aggregate, watering and compacting to the required density as per cum Drawing and Technical Specifications., By Mechanical Means:, By using stone screening 13.2 mm for grading-II and vibratory roller

0

0

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per 164 Drawing and Technical Specifications., By Mechanical Means:, By using stone cum screening 13.2 mm for grading-II and Smooth 3 wheeled steel roller

0

0

0

0

0

0

Providing and laying Crusher Run Macadam on a prepared surface, spreading 167 and mixing , watering and compacting to form a layer of sub-base/Base course cum as per Drawing and Technical Specifications., By Mix in Place Method

0

0

Providing and laying Crusher Run Macadam on a prepared surface, spreading 168 and mixing , watering and compacting to form a layer of sub-base/Base course cum as per Drawing and Technical Specifications., By Mix in Place Method

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0

Providing and laying Median and Island above road level with approved 169 Material deposited including compacted as per Drawing and Specifications. cum ( using material from Roadway excavation).

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0

Providing and laying Median and Island above road level with approved 170 Material deposited including compacted as per Drawing and Specifications. cum ( using material from borrow area).

0

0

0

0

0

0

0

0

0

#NAME?

0

#NAME?

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices 165 of coarse aggregate, watering and compacting to the required density as per cum Drawing and Technical Specifications., By Mechanical Means:, By using stone screening 11.2 mm for grading-II and Smooth 3 vibratory roller Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per 166 Drawing and Technical Specifications., By Mechanical Means:, By using stone cum screening 11.2 mm for grading-II and Smooth 3 wheeled steel roller

171 "12.10" Providing and making footpath/separator of 150 mm compacted granular sub base and 25 mm thick cement concrete grade M 15, over laid with pre-cast 172 concrete tiles in cement mortar 1:3 including provision of all drainage cum arrangements but excluding Kerb channel as per Drawing and Technical Specifications. Providing laying, spreading watering, levelling and compaction of Telford base 173 ( Block pitching) as per Drawing and Technical Specifications. cum Providing, laying, spreading and compacting stone aggregates of specific sizes to dry bound macadam including spreading in uniform thickness, hand packing, rolling and brooming requisite type of screening/ binding Materials to fill up 174 the interstices of coarse aggregate, and compacting to the required density as per cum Drawing and Technical Specifications., By Manual Means, Grading-I Providing, laying, spreading and compacting stone aggregates of specific sizes to dry bound macadam including spreading in uniform thickness, hand packing, rolling and brooming requisite type of screening/ binding Materials to fill up 175 the interstices of coarse aggregate, and compacting to the required density as per cum Drawing and Technical Specifications., By Manual Means, Grading-II

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC 176 laying in uniform layers in sub- base / base course on well prepared surface and cum compacting to achieve required density as per Drawing and Technical Specifications., Base course with B1 material

0

#NAME?

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC 177 laying in uniform layers in sub- base / base course on well prepared surface and cum compacting to achieve required density as per Drawing and Technical Specifications., Base course with B2 material

0

#NAME?

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC 178 laying in uniform layers in sub- base / base course on well prepared surface and cum compacting to achieve required density as per Drawing and Technical Specifications., Sub Base course with S1 material

0

#NAME?

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC 179 laying in uniform layers in sub- base / base course on well prepared surface and cum compacting to achieve required density as per Drawing and Technical Specifications., Sub Base course with S2 material

0

#NAME?

0

0

Prime Coat, Prime Coat, with MC 30 / 70 by Mechanical Means, Providing and applying prime coat with Hot Bitumen ( including cutter) on prepared surface of 181 granular base including cleaning of road surface and spraying by mechanical lit means as per Technical Specification ., Bitumen ( cutback) MC 30 ( for stabilized soil base/ crusher run macadam)

0

0

, Prime Coat, with MC 30 / 70 by Bitumen , by manual means, Providing and applying prime coat with Hot Bitumen(including cutter) on prepared surface of 182 granular base including cleaning of road surface and spraying at specified rate lit by manual means as per Technical Specification . , Bitumen ( cutback) MC 30 ( for WBM)

0

0

, Prime Coat, with MC 30 / 70 by Bitumen , by manual means, Providing and applying prime coat with Hot Bitumen(including cutter) on prepared surface of 183 granular base including cleaning of road surface and spraying at specified rate lit by manual means as per Technical Specification . , Bitumen (cut back )MC 70 ( for stabilized soil base/ crusher run macadam)

0

0

, Prime Coat, with Emulsion by Mechanical Means, Providing and applying primer coat with Bitumen emulsion on prepared surface of granular base 184 including cleaning of road surface and spraying primer at specified rate using lit mechanical means as per Technical Specification .

0

0

, Prime Coat with emulsion, for manual works, Providing and applying primer coat with Bitumen emulsion on prepared surface of granular base including 185 cleaning of road surface and spraying primer at specified rate as per Technical lit Specification.

0

0

Tack Coat, Tack coat with Bitumen By Mechanical Means, Providing and 186 applying tack coat with hot Bitumen at specified rate on the prepared non- lit bituminous surfaces including cleaning as per Technical Speciation .

0

0

Prime Coat, Prime Coat, with MC 30 / 70 by Mechanical Means, Providing and applying prime coat with Hot Bitumen ( including cutter) on prepared surface of 180 granular base including cleaning of road surface and spraying by mechanical lit means as per Technical Specification ., Bitumen ( cutback) MC 30 ( for WBM)

, Tack coat with Bitumen by Manual Means, Providing and applying tack coat 187 with hot Bitumen at the specified rate the prepared surfaces including cleaning lit as per Technical Speciation .

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0

, Tack coat with Emulsion By Mechanical Means, Providing and applying tack 188 coat with Bitumen emulsion at specified rate on the prepared non-bituminous lit surfaces including cleaning as per Technical Speciation .

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0

, Tack coat with Emulsion By Manual Means, Providing and applying tack coat 189 with Bitumen emulsion at the specified rate the prepared surfaces including lit cleaning as per Technical Speciation .

0

0

Bituminous Macadam, Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per specification premixed with 190 bituminous binder, laid over a previously prepared surface as per Drawing and cum Technical Specifications. , Grading I ( 40 mm nominal size )

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0

191 freshly laid tack coat Bituminous Macadam, Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per specification premixed with 192 bituminous binder, laid over a previously prepared surface as per Drawing and cum Technical Specifications. , Grading II(19 mm nominal size)

0

0

0

0

193 freshly laid tack coat Bituminous Penetration Macadam, Providing and laying penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate 194 with applications of bituminous binder and key aggregates as per Drawing and sqm Technical Specifications., 50 mm thick

0

0

0

0

Bituminous Penetration Macadam, Providing and laying penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate 195 with applications of bituminous binder and key aggregates as per Drawing and sqm Technical Specifications., 75 mm thick

0

0

Dense Graded Bituminous Macadam, Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with 196 bituminous binder and filler as per Drawing and Technical Specifications., cum Grading - I 40 mm (Nominal Size)

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0

197 freshly laid tack coat Dense Graded Bituminous Macadam, Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with 198 bituminous binder and filler as per Drawing and Technical Specifications., cum Grading - II 19 mm (Nominal Size)

0

0

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0

199 freshly laid tack coat Bituminous Concrete / Asphalt Concrete, Providing and laying Bituminous concrete/ Asphalt concrete using crushed aggregates of specified grading, 200 premixed with bituminous binder and filler as per Drawing and Technical cum Specifications, Grading - I-19 mm (Nominal Size)

0

0

0

0

201 freshly laid tack coat Bituminous Concrete / Asphalt Concrete, Providing and laying Bituminous concrete/ Asphalt concrete using crushed aggregates of specified grading, 202 premixed with bituminous binder and filler as per Drawing and Technical cum Specifications, Grading - II-13 mm (Nominal Size)

0

0

0

0

203 freshly laid tack coat Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 204 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MECHANICAL MEANS, 19 mm nominal chipping size

0

0

0

0

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 205 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MECHANICAL MEANS, 13 mm nominal size chipping

0

0

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 206 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MECHANICAL MEANS, 10 mm nominal size chipping

0

0

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 207 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MECHANICAL MEANS, 6.0 mm nominal size chipping

0

0

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 208 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MANUAL MEANS, 19 mm nominal size chipping

0

0

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 209 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MANUAL MEANS, 13 mm nominal size chipping

0

0

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 210 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MANUAL MEANS, 10 mm nominal size chipping

0

0

Pre-coating Chips, Pre-coating of chips with 1 per cent of paving bitumen by 211 weight of chips in a suitable mixer duly heated to 160 degree C as per Technical cum Specification

0

0

20 mm thick Open-Graded Premix Carpet using Bituminous (Paving bitumen / Modified bitumen) Binder, Providing and laying open-graded premix carpet of 212 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates as wearing course sqm on a previously prepared base as per drawing and Technical Specifications ., By Manual Means

0

0

20 mm thick Open-Graded Premix Carpet using Bituminous (Paving bitumen / Modified bitumen) Binder, By Mechanical Means, Providing and laying open213 graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm sqm aggregates as wearing course on a previously prepared base as per drawing and Technical Specifications ., Mechanical method using Hot Mix Plant

0

0

20 mm thick Open-Graded Premix Carpet using Bituminous (Paving bitumen / Modified bitumen) Binder, By Mechanical Means, Providing and laying opengraded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 214 aggregates as wearing course on a previously prepared base as per drawing and sqm Technical Specifications ., Open-Graded Premix Surfacing using cationic Bitumen Emulsion

0

0

Close Graded Premix Surfacing/Mixed Seal Surfacing , Mechanical means using HMP of appropriate capacity ,, Providing and laying close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm or 215 13.2 mm to 0.09 mm aggregates using bitumen as wearing course on a sqm previously prepared base, including mixing in a suitable plant as per Drawing and Technical Specifications., Type - A

0

0

Close Graded Premix Surfacing/Mixed Seal Surfacing , Mechanical means using HMP of appropriate capacity ,, Providing and laying close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm or 216 13.2 mm to 0.09 mm aggregates using bitumen as wearing course on a sqm previously prepared base, including mixing in a suitable plant as per Drawing and Technical Specifications., Type - B

0

0

Seal Surfacing, Providing and laying seal coat sealing the voids in a bituminous 217 surface as per Drawing and Technical Specifications. sqm

0

0

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road 218 surface including cleaning of surface, mixing of slurry seal in a suitable mobile sqm plant, laying and compacting to provide even riding surface as per Drawing and Technical Specifications., 5 mm thickness

0

0

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road 219 surface including cleaning of surface, mixing of slurry seal in a suitable mobile sqm plant, laying and compacting to provide even riding surface as per Drawing and Technical Specifications., 3 mm thickness

0

0

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road 220 surface including cleaning of surface, mixing of slurry seal in a suitable mobile sqm plant, laying and compacting to provide even riding surface as per Drawing and Technical Specifications., 1.5 mm thickness

0

0

Fog Spray, Providing and applying low viscosity bitumen emulsion for sealing 221 cracks less than 3 mm wide or incipient fretting or disintegration in an existing sqm bituminous surfacing as per Drawing and Technical Specifications.

0

0

Fog Spray, Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing 222 bituminous surfacing as per Drawing and Technical Specifications., Blind the sqm fog spray

0

0

0

0

0

0

0

0

Bituminous Cold Mix ( Including Gravel Emulsion), Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including 223 mixing in a plant of suitable type as per Drawing and Technical Specifications., cum Using bitumen emulsion and 9.5 mm or 13.2 mm size aggregate Bituminous Cold Mix ( Including Gravel Emulsion), Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including 224 mixing in a plant of suitable type as per Drawing and Technical Specifications., cum Using bitumen emulsion and 19 mm or 26.5 mm nominal size aggregate Bituminous Cold Mix ( Including Gravel Emulsion), Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including 225 mixing in a plant of suitable type as per Drawing and Technical Specifications., cum Using cutback bitumen and 9.5 mm or 13.2 mm nominal size aggregate

Bituminous Cold Mix ( Including Gravel Emulsion), Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including 226 mixing in a plant of suitable type as per Drawing and Technical Specifications., cum Using cutback bitumen and 19 mm or 26.5 mm nominal size aggregate

0

0

Sand Asphalt Base Course, Providing, laying and rolling sand-asphalt base 227 course composed of sand, mineral filler and bituminous binder on a prepared cum sub-grade or sub-base as per Drawing and Technical Specifications.

0

0

Anti- Stripping agent, Providing and mixing of Anti stripping agent as per 228 Design/ direction of Engineer kg

0

0

0

0

0

0

Otta seal, Providing and laying Otta seal surface as wearing course in single 231 coat using river bed shingles /aggregates of specified size ( 0- 16 mm) laid on sqm prepared surface as per Drawing and Technical Specifications.

0

0

Recipe Cold Mix, Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over 232 prepared surface, by paver finisher, rolled with a pneumatic tired roller initially cum and finished with a smooth steel wheel roller, all as per specifications., 75 mm thickness

0

0

Recipe Cold Mix, Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over 233 prepared surface, by paver finisher, rolled with a pneumatic tired roller initially cum and finished with a smooth steel wheel roller, all as per specifications., 40 mm thickness

0

0

Recipe Cold Mix, Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over 234 prepared surface, by paver finisher, rolled with a pneumatic tired roller initially cum and finished with a smooth steel wheel roller, all as per specifications., 25 mm thickness

0

0

Mastic Asphalt, Providing and laying 25 mm thick mastic asphalt wearing course excluding prime coat with paving grade bitumen including providing 235 antiskid surface with bitumen pre-coated fine grained hard stone chipping at an sqm spacing of 10 cm center to center in both directions all complete as per Drawing and Technical specifications.

0

0

Brick work for footpath, Providing and laying flat brick over 60 mm thick 236 sand bed in footpath including excavation sand bedding all complete as per sqm specification.

0

0

Precast Cement Concrete M 20 Kerb , Providing and laying of /20 precast cement concrete Kerb 38 cm * 20 cm * 25 cm ( H*B*L) with 12 mm thick 1:3 237 cement sand mortar bedding and joints including foundation excavation meter levelling but excluding foundation concrete for foundation or sand gravel material, all complete as per Drawing and Technical Specifications.

0

#NAME?

Cast in Situ Cement Concrete or natural stone block for footpath, Providing and laying of precast / cast in situ 50 mm thick cement concrete slab footpath on 238 12 mm thick 1: 3 cement sand mortar over the prepared base, all complete as per sqm Drawing and Technical Specifications.

0

#NAME?

Bitumen Cutter, Providing and mixing of Bitumen cutter as per design / 229 direction of Engineer lit Modified Binder, Supply of modified binder (produced by mixing bitumen with modifier such as natural rubber or crumb rubber or any other polymer found 230 compatible with bitumen) as per Specifications and direction of the Engineer. tonne

, Providing and laying 25 mm thick Natural stone slab footpath on 12 mm 239 thick 1: 3 cement sand mortar over the prepared base, all complete as per sqm specification.

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Cast in Situ Cement Concrete Kerb , Providing and laying cement concrete Kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 240 50 mm projection beyond Kerb stone, Kerb stone laid with Kerb laying meter machine, foundation concrete laid manually, all complete as per Drawing and Technical Specifications.

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Cast in Situ Cement Concrete M 20 Kerb with Channel, Providing and laying cement concrete Kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on grade foundation 150 mm 241 thick, Kerb channel 300 mm wide, 50 mm thick in PCC grade, sloped towards meter the Kerb, Kerb stone with channel laid with Kerb laying machine, foundation concrete laid manually, all complete as specification.

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Brick work for footpath, Providing and laying brick on edge over 60 mm thick 242 sand bed in footpath including excavation sand bedding all complete as per sqm Drawing and Technical Specifications.

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Kilometer Stone, Providing and Fixing Reinforced cement concrete M 15 grade 243 kilometer Post including painting and printing as per Standard Drawing-2070 no and Technical Specifications. position, One kilometer post (precast)

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Non Reflective Traffic Signs, Providing and fixing of Non reflective warning, mandatory and informatory sign board of 2 mm thick MS Sheet with back support frame fixed on heavy 50 mm tube or Channel section 244 of 75 mm X 40 mm firmly fixed to the ground by means of properly designed no foundation with M 10/40 grade cement concrete 300 mm x 300 mm x 300 mm, l as per drawings and Technical Specification/ DOR Publication.

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Retro-Reflectorized Traffic Signs, Providing and fixing of retro- reflectorized warning, Regulatory and informatory sign as per specification clause 1501 made of high intensity grade sheeting , fixed over aluminum sheeting, 1.5 mm thick supported on a 50 mm internal dia steel tube or mild steel angle iron post 75 mm 245 no x 40 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 10/40 grade cement concrete 30 cm x 30 cm , 30 cm below ground level or as per Drawing and Technical Specifications. Overhead Signs, Providing and erecting overhead signs with a corrosion resistant 2 mm thick aluminum alloy sheet reflectorized with micro prismatic retro-reflective type with vertical and lateral clearance as per drawing and installed as per Specification over a designed support system of aluminum alloy 246 tonne or galvanized steel trusses of sections and type as per structural design requirements , Drawing and Technical Specifications., Truss and Vertical Support Overhead Signs, Providing and erecting overhead signs with a corrosion resistant 2 mm thick aluminum alloy sheet reflectorized with micro prismatic retro-reflective type with vertical and lateral clearance as per drawing and installed as per Specification over a designed support system of aluminum alloy 247 sqm or galvanized steel trusses of sections and type as per structural design requirements , Drawing and Technical Specifications., Aluminum Alloy Plate for Over Head Sign Painting Two Coats on Concrete Surfaces, Providing and Painting two coats 248 after filling the surface with synthetic enamel paint in all shades on concrete / sqm plaster surfaces as per Drawing and Technical Specifications.

Painting on Steel Surfaces, Providing and applying two coats of ready mix paint 249 of approved brand on steel surface after through cleaning of surface to give an sqm even shade as per Drawing and Technical Specifications.

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Painting on Wood Surfaces, Providing and applying two coats of ready mix 250 paint of approved brand on wood surface after thorough cleaning of surface to sqm give an even shade as per Drawing and Technical Specifications.

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Painting Lines, Dashes, Arrows etc. on Roads in Two Coats, Providing required material and Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to NS 408/ IS 164 on 251 bituminous surface, including cleaning the surface of all dirt, dust and other sqm foreign matter, demarcation at site and traffic control as per Drawing and Technical Specifications., Over 10 cm in width

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Painting Lines, Dashes, Arrows etc. on Roads in Two Coats, Providing required material and Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to NS 408/ IS 164 on 252 bituminous surface, including cleaning the surface of all dirt, dust and other sqm foreign matter, demarcation at site and traffic control as per Drawing and Technical Specifications., Up to 10 cm in width

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#NAME?

Painting Lines, Dashes, Arrows etc. on Roads in Two Coats on Old Work, Providing required materials and Painting lines, dashes, arrows etc. on roads in two coats on old work with ready mixed road marking paint conforming to NS 253 408/ IS: 164 on bituminous surface, including cleaning the surface of all dirt, sqm dust and other foreign matter, demarcation at site and traffic control as per Drawing and Technical Specifications., over 10 cm in width

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#NAME?

Painting Lines, Dashes, Arrows etc. on Roads in Two Coats on Old Work, Providing required materials and Painting lines, dashes, arrows etc. on roads in two coats on old work with ready mixed road marking paint conforming to NS 254 408/ IS: 164 on bituminous surface, including cleaning the surface of all dirt, sqm dust and other foreign matter, demarcation at site and traffic control as per Drawing and Technical Specifications., Up to 10 cm in width

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Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface, On smooth surface (similar to Asphalt concrete and rigid pavement), Providing and laying of hot applied thermoplastic 255 compound at least 2 mm thick including reflectorizing glass beads as per DOR sqm Traffic sign manual/ Specifications .The finished surface to be level, uniform and free from streaks and holes.

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Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface, On rough surface ( similar to surface dressing), Providing and laying of hot applied thermoplastic compound at least 256 2 mm thick including reflectorizing glass beads as per DOR Traffic sign sqm manual/ Specifications .The finished surface to be level, uniform and free from streaks and holes.

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Providing and fixing of road stud 100x 100 mm, die-cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lenses reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per Specification clause 1505., Providing and fixing of road stud 100 x 100 mm, die-cast in 257 aluminum, resistant to corrosive effect of salt and grit, fitted with lenses no reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per Drawing and Technical Specifications.

Kilometer Stone, Providing and Fixing Reinforced cement concrete M 15 grade 258 kilometer Post including painting and printing as per Standard Drawing-2070 no and Technical Specifications. position, Five kilometer Post (precast)

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Road Delineators Post, Providing and installation of 150 mm * 150 mm 1. 5 m long delineators (road way indicators, hazard markers, object markers), 80-100 259 cm high above ground level, painted black and white in 20 cm wide strips, no buried or pressed into the ground and conforming to the drawings and Technical Specifications.

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Reinforced Cement Concrete Crash Barrier, Providing and Fixing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD 260 reinforcement and dowel bars 25 mm dia, 450 mm long at expansion joints meter filled with pre-molded asphalt filler board, keyed to the structure on which it is built and installed as per design, Drawing and Technical Specifications.

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Metal Beam Crash Barrier, Type - A, "W" : Metal Beam Crash Barrier, Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m center to center, 261 meter 1.8 m high, 1.1 m below ground/road level metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per Drawing and Technical Specifications. Metal Beam Crash Barrier, Type - B, "THRIE" : Metal Beam Crash Barrier, Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m center to center, 262 meter 2.1 m high with 1.3 m below ground level, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per Drawing and Technical specifications. Metal Beam Crash Barrier, Flexible Crash Barrier, Wire Rope Safety Barrier, Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip, embedded in M 15 grade cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 horizontal steel wire rope 40 mm dia and anchored 263 at terminal posts 15 m apart. Terminal post to be embedded in M 15 grade meter cement concrete foundation 2400 x 450 x 900 mm (depth), strengthened by a strut of RS joist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8 mm, 1.50 m long at the bottom, all embedded in foundation concrete as per design , Drawing and Technical Specifications. Anti-Glare Devices in Median, Plantation, Providing and Plantation of shrubs 264 and plants of approved species in the median. apart from cutting off glare from vehicle coming from opposite direction, Anti-Glare Devices in Median, Anti-glare screen with 25 mm steel pipe framework fixed with circular and rectangular vans, Providing and erecting an anti - glare screen with 25 mm dia vertical pipes fabricated and framed in the form of panels of one meter length and 1.75 meter height fixed with circular vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made 265 out of steel sheet of 3 mm thickness, end vertical pipes of the panel made larger meter for embedding in foundation concrete, applying 2 coats of paint on all exposed surfaces, all as per design , drawings and Technical Specifications.

Anti-Glare Devices in Median, Anti-glare screen with rectangular vane of MS sheet, Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m center to 266 center, top edge of the screen 1.75 m above ground level, vertical post firmly meter embedded in M-15 cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per design , Drawing and Technical Specifications.

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Lettering new Letter and Figures of any Shade, Providing and lettering new 269 letter and figures of any shade with synthetic enamel paint black or any other cm-letter approved color to give an even shade, Nepali

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Lettering new Letter and Figures of any Shade, Providing and lettering new 270 letter and figures of any shade with synthetic enamel paint black or any other cm-letter approved color to give an even shade, English and Roman

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Street Lighting, Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m 267 apart, 1.8 m overhang on both sides if fixed in the median and on one side if no fixed on the footpath, fitted with sodium vapor lamp and fixed firmly in concrete foundation as per design , Drawing and Technical Specifications.. Rumble Strips, Providing and making of Rumble strips with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint., Provision of 15 Nos rumble strips covered with premix bituminous 268 sqm carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other 271 consumable and removal of excavated earth with necessary lifts and lead all meter complete as per Drawing and Technical Specifications., Pile diameter-750 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other 272 consumable and removal of excavated earth with necessary lifts and lead all meter complete as per Drawing and Technical Specifications., Pile diameter-500 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other 273 consumable and removal of excavated earth with necessary lifts and lead all meter complete as per Drawing and Technical Specifications., Pile diameter-600 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other 274 consumable and removal of excavated earth with necessary lifts and lead all meter complete as per Drawing and Technical Specifications., Pile diameter-1000 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other 275 consumable and removal of excavated earth with necessary lifts and lead all meter complete as per Drawing and Technical Specifications., Pile diameter-1200 mm

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and other 276 consumable and removal of excavated material with necessary lifts and lead all meter complete as per Drawing and Technical Specifications ., Pile diameter-300 mm

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Providing, driving and installing precast RCC. pile of specified size and quality 281 complete as per drawing and & Technical Specification, Pile diameter -300 mm Running meter

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Providing, driving and installing precast RCC. pile of specified size and quality 282 complete as per drawing and & Technical Specification, Pile diameter -500 mm Running meter

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Providing, driving and installing precast RCC. pile of specified size and quality 283 complete as per drawing and & Technical Specification, Pile diameter - 600 mm Running meter

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, or providing steel helmet on top of pile head during driving, stacking of piles 284 at site

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Providing and laying Plain/Reinforced Cement Concrete excluding 287 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Intermediate plug, Grade M 25 PCC

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Providing and Constructing of temporary Island for well sinking as per Drawing and instruction of the Engineer., Assuming depth of water 1.0 m and height of 288 island to be 1.25 m. and island 16 m diameter for Construction of Well no Foundation for 8 m dia. Well.

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Providing and laying Plain/Reinforced Cement Concrete excluding 289 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Intermediate plug, Grade M 20 PCC

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Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and other 277 consumable and removal of excavated material with necessary lifts and lead all meter complete as per Drawing and Technical Specifications ., Pile diameter-500 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and other 278 consumable and removal of excavated material with necessary lifts and lead all meter complete as per Drawing and Technical Specifications ., Pile diameter-600 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and other 279 consumable and removal of excavated material with necessary lifts and lead all meter complete as per Drawing and Technical Specifications ., Pile diameter-750 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and other 280 consumable and removal of excavated material with necessary lifts and lead all meter complete as per Drawing and Technical Specifications ., Pile diameter-1000 mm

Driving Vertical Steel Piles / Sheet piles excluding cost of steel complete as per 285 Drawing and & Technical Specification tonne Providing and laying Plain/Reinforced Cement Concrete excluding 286 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Top plug, Grade M 15 PCC

Providing and laying Plain/Reinforced Cement Concrete excluding 290 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well cap, RCC Grade M 20

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Providing and constructing one span service road to reach island location from one pier location to another pier location as per Drawing and instruction of the 291 Engineer., Assuming span length 30 m, width of service road 10 m and depth of meter water 1 m

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Providing and Laying Cutting Edge of Mild Steel 292 complete as per Drawing and Technical Specification.

for Well Foundation

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Providing and laying Plain/Reinforced Cement Concrete excluding 293 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well curb, RCC M 20 Grade

tonne

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Providing and laying Plain/Reinforced Cement Concrete excluding 294 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well curb, RCC M 25 Grade

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Providing and laying Plain/Reinforced Cement Concrete excluding 295 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well curb, RCC M 30 Grade

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Providing and laying Plain/Reinforced Cement Concrete excluding 296 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well Steining, PCC M 20 Grade

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Providing and laying Plain/Reinforced Cement Concrete excluding 297 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well Steining, RCC M 20 Grade

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Providing and laying Plain/Reinforced Cement Concrete excluding 298 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well Steining, RCC M 25 Grade

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Providing and laying Plain/Reinforced Cement Concrete excluding 299 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well Steining, RCC M 30 Grade

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Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical 300 Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC cum Grade M 20

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#NAME?

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical 301 Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC cum Grade M 20, Where underwater concreting in involved

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Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical 302 Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC cum Grade M 25, Where underwater concreting in involved

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Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical 303 Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC cum Grade M 25

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Providing and laying Plain/Reinforced Cement Concrete excluding 304 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well cap, RCC Grade M 25

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Providing and laying Plain/Reinforced Cement Concrete excluding 305 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well cap, RCC Grade M 30

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#NAME?

Providing and laying Plain/Reinforced Cement Concrete excluding 306 reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well cap, RCC Grade M 35

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Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 307 per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, meter Depth below bed level upto 3.0 M

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Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 308 per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, meter Beyond 3 m upto 10 m depth

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Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 309 per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, meter Beyond 10 m upto 20 m

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Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 310 per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, meter Beyond 20 m upto 30 m

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Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 311 per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, meter Beyond 20 m upto 30 m

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Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 312 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Depth below bed level upto 3.0 m

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Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 313 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Beyond 3 m upto 10 m depth

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Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 314 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Beyond 10 m upto 20 m

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Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 315 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Beyond 10 m upto 20 m

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Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 316 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Beyond 20 m upto 30 m

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Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 317 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Beyond 20 m upto 30 m

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Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 318 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Beyond 20 m upto 30 m

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Providing accessories and Sinking of 6 m external diameter well (other than 319 pneumatic method of sinking) through all types soil/rock of strata complete as meter per Drawing and Technical specifications., Diameter of well - 6 m., Soft Rock

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Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 321 per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, meter Depth below bed level upto 3.0 M

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Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 322 per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, meter Beyond 3 m upto 10 m depth

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Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 323 per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, meter Beyond 10 m upto 20 m

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Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 324 per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, meter Beyond 20 m upto 30 m

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Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 325 per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, meter Beyond 30 m upto 40 m

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Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 326 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Depth below bed level upto 3.0 M

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Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 327 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 3 m upto 10 m depth

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Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 328 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 10 m upto 20 m

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Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 329 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 10 m upto 20 m

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Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 330 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 20 m upto 30 m

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Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 331 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 20 m upto 30 m

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Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 320 per Drawing and Technical specifications., Diameter of well - 6 m., Hard Rock meter

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 332 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 20 m upto 30 m

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Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 333 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 30 m upto 40 m

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Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 334 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 30 m upto 40 m

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Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 335 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 30 m upto 40 m

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Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 336 per Drawing and Technical specifications., Diameter of well - 7 m., Soft Rock, meter Depth in soft rock strata upto 3 m

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Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 337 per Drawing and Technical specifications., Diameter of well - 7 m., Hard Rock, meter Depth in Hard rock strata up to 3 m

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Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 338 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond 20 m upto 30 m

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Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 339 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Depth below bed level upto 3.0 M

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Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 340 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Beyond 3 m upto 10 m depth

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Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 341 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Beyond 10 m upto 20 m

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Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 342 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Beyond 20 m upto 30 m

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Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 343 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Beyond 20 m upto 30 m

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Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 344 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Beyond 30 m upto 40 m

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Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 345 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Beyond 30 m upto 40 m

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Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 346 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Depth from bed level upto 3.0 M

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Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 347 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond 3 m upto 10 m depth

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Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 348 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond 10 m upto 20 m

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Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 349 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond 10 m upto 20 m

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0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 350 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond 20 m upto 30 m

0

0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 351 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond 20 m upto 30 m

0

0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 352 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond upto 40 m

0

0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 353 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond upto 40 m

0

0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 354 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond upto 40 m

0

0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 355 per Drawing and Technical specifications., Diameter of well - 8 m., Soft Rock, meter Depth in soft rock strata upto 3 m

0

0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 356 per Drawing and Technical specifications., Diameter of well - 8 m., Hard Rock, meter Depth in hard rock strata upto 3 m

0

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 357 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Depth below bed level upto 3.0 M

0

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 358 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Beyond upto 10 m depth

0

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 359 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Beyond upto

0

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 360 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Beyond upto 30 m

0

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 361 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Beyond upto 30 m

0

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 362 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Beyond upto 40 m

0

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 363 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Beyond upto 40 m

0

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 364 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Depth below bed level upto 3.0 M

0

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 365 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond 3m upto 10m depth

0

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 366 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond 10 m upto 20 m

0

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 367 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond 10 m upto 20 m

0

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 368 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond upto 30 m

0

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 369 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond upto 30 m

0

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 370 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond upto 30 m

0

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 371 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond upto 40 m

0

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 372 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond upto 40 m

0

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 373 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond upto 40 m

0

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 374 per Drawing and Technical specifications., Diameter of well - 10 m., Soft Rock meter ( dia well ), Depth in soft rock strata upto

0

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 375 per Drawing and Technical specifications., Diameter of well - 10 m., Hard Rock meter ( dia well ), Depth in hard rock strata upto 3 m

0

0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 376 per Drawing and Technical specifications., Diameter of well - 12 m., Sandy meter Soil, Depth below bed level upto 3.0 M

0

0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 377 per Drawing and Technical specifications., Diameter of well - 12 m., Sandy meter Soil, Beyond upto depth

0

0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 378 per Drawing and Technical specifications., Diameter of well - 12 m., Sandy meter Soil, Beyond upto

0

0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 379 per Drawing and Technical specifications., Diameter of well - 12 m., Sandy meter Soil, Beyond upto 30 m

0

0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 380 per Drawing and Technical specifications., Diameter of well - 12 m., Sandy meter Soil, Beyond upto 30 m

0

0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 381 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Depth below bed level upto 3.0 M

0

0

Providing accessories and Sinking of Twin D type well (other than pneumatic 382 method of sinking) through all types soil/rock of strata complete as per meter Drawing and Technical specifications., Sandy Soil, Beyond upto 40 m

0

0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 383 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Beyond 3m upto 10m depth

0

0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 384 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Beyond 10 m upto 20 m

0

0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 385 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Beyond 10 m upto 20 m

0

0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 386 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Beyond upto 30 m

0

0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 387 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Beyond upto 30 m

0

0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 388 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Beyond upto 30 m

0

0

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 389 Drawing and Technical specifications., Sandy Soil, Depth from bed level upto meter 3.0 M

0

0

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 390 Drawing and Technical specifications., Sandy Soil, 3m Beyond 10m upto meter depth

0

0

Providing accessories and Sinking of Twin D type well (other than pneumatic 391 method of sinking) through all types soil/rock of strata complete as per meter Drawing and Technical specifications., Sandy Soil, Beyond upto

0

0

Providing accessories and Sinking of Twin D type well (other than pneumatic 392 method of sinking) through all types soil/rock of strata complete as per meter Drawing and Technical specifications., Sandy Soil, Beyond upto 30 m

0

0

Providing accessories and Sinking of Twin D type well (other than pneumatic 393 method of sinking) through all types soil/rock of strata complete as per meter Drawing and Technical specifications., Sandy Soil, Beyond upto 30 m

0

0

Providing accessories and Sinking of Twin D type well (other than pneumatic 394 method of sinking) through all types soil/rock of strata complete as per meter Drawing and Technical specifications., Sandy Soil, Beyond upto 40 m

0

0

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 395 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), Depth meter below bed level upto 3.0 M

0

0

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 396 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), 3m meter Beyond 10 upto depth

0

0

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 397 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), meter Beyond 10 m upto 20 m

0

0

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 398 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), meter Beyond 10 m upto 20 m

0

0

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 399 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), meter Beyond upto 30 m

0

0

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 400 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), meter Beyond upto 30 m

0

0

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 401 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), meter Beyond upto 30 m

0

0

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 402 Drawing and Technical specifications., Soft Rock (Twin D Type Well ), Depth in meter soft rock strata upto 20m

0

0

Providing and Filling sand in Wells complete as per Drawing and Technical 403 Specifications. cum

0

0

Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of 404 Wells including Fabricating and Setting out as per Drawing and Technical tonne Specifications.

0

0

Providing , Preparing and Installing form work including necessary supports 405 and removing after completion for foundation and footings., (Class F1 Finish), sqm Using timber (soft wood )

0

0

Providing , Preparing and Installing form work including necessary supports 406 and removing after completion for foundation and footings., (Class F1 Finish), sqm Using steel

0

0

Providing , Preparing and Installing form work including necessary supports 407 and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using timber (soft wood ), Height upto 3 m

0

0

Providing , Preparing and Installing form work including necessary supports 408 and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using timber (soft wood ), Height above 3 m to 6 m

0

0

Providing , Preparing and Installing form work including necessary supports 409 and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using timber (soft wood ), Height above 6 m to 9 m

0

0

Providing , Preparing and Installing form work including necessary supports 410 and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using timber (soft wood ), Height above 9 m

0

0

Providing , Preparing and Installing form work including necessary supports 411 and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using steel, Height upto

0

0

Providing , Preparing and Installing form work including necessary supports 412 and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using steel, Height above 3 m to 6 m

0

0

Providing , Preparing and Installing form work including necessary supports 413 and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using steel, Height above 6 m to 9 m

0

0

Providing , Preparing and Installing form work including necessary supports 414 and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using steel, Height above 9 m

0

0

Providing , Preparing and Installing form work including necessary supports 415 and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using timber, Height upto 3 m

0

0

Providing , Preparing and Installing form work including necessary supports 416 and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using timber, Height above 3m to 6 m

0

0

Providing , Preparing and Installing form work including necessary supports 417 and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using timber, Height above 6 m to 9 m

0

0

Providing , Preparing and Installing form work including necessary supports 418 and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using timber, Height above 9 m

0

0

Providing , Preparing and Installing form work including necessary supports 419 and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using steel, Height upto 3 m

0

0

Providing , Preparing and Installing form work including necessary supports 420 and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using steel, Height above 3 m to 6 m

0

0

Providing , Preparing and Installing form work including necessary supports 421 and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using steel, Height above 6 m to 9 m

0

0

Providing , Preparing and Installing form work including necessary supports 422 and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using steel, Height more than above 9 m

0

0

Providing , Preparing and Installing form work including necessary supports 423 and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using timber, Height upto 3 m

0

0

Providing , Preparing and Installing form work including necessary supports 424 and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using timber, Height upto 3 m to 6m

0

0

Providing , Preparing and Installing form work including necessary supports 425 and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using timber, Height upto 6 m to 9m

0

0

Providing , Preparing and Installing form work including necessary supports 426 and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using timber, Above 9 m

0

0

Providing , Preparing and Installing form work including necessary supports 427 and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using steel, Height upto 3 m

0

0

Providing , Preparing and Installing form work including necessary supports 428 and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using steel, Height upto 3 m to 6m

0

0

Providing , Preparing and Installing form work including necessary supports 429 and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using steel, Height upto 6 m to 9m

0

0

Providing , Preparing and Installing form work including necessary supports 430 and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using steel, Above 9 m

0

0

Providing , Preparing and Installing form work including necessary supports 431 and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using timber, Height upto 3 m

0

0

Providing , Preparing and Installing form work including necessary supports 432 and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using timber, Height upto 3 m to 6m

0

0

Providing , Preparing and Installing form work including necessary supports 433 and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using timber, Height upto 6 m to 9m

0

0

Providing , Preparing and Installing form work including necessary supports 434 and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using timber, Above 9 m

0

0

Providing , Preparing and Installing form work including necessary supports 435 and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using steel, Height upto 3 m

0

0

Providing , Preparing and Installing form work including necessary supports 436 and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using steel, Height upto 3 m to 6m

0

0

Providing , Preparing and Installing form work including necessary supports 437 and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using steel, Height upto 6 m to 9m

0

0

Providing , Preparing and Installing form work including necessary supports 438 and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using steel, Above 9 m

0

0

Providing , Preparing and Installing form work including necessary supports 439 and removing after completion for slab structure., Class F2 Finish, False work sqm not included, Using timber

0

0

Providing , Preparing and Installing form work including necessary supports 440 and removing after completion for slab structure., Class F2 Finish, False work sqm not included, Using steel

0

0

Providing , Preparing and Installing form work including necessary supports 441 and removing after completion for slab structure., Class F2 Finish, False work sqm not included, Using shuttering Ply

0

0

Providing , Preparing and Installing form work including necessary supports 442 and removing after completion for slab & beam structure., Class F2 Finish, sqm False work not included, Using timber

0

0

Providing , Preparing and Installing form work including necessary supports 443 and removing after completion for slab & beam structure., Class F2 Finish, sqm False work not included, Using steel

0

0

Providing , Preparing and Installing form work including necessary supports 444 and removing after completion for slab & beam structure., Class F2 Finish, sqm False work not included, Using shuttering Ply

0

0

Providing , Preparing and Installing form work including necessary supports 445 and removing after completion for arch structure., Class F2 Finish, False work sqm not included, Using timber

0

0

Providing , Preparing and Installing form work including necessary supports 446 and removing after completion for arch structure., Class F2 Finish, False work sqm not included, Using steel

0

0

Providing , Preparing and Installing form work including necessary supports 447 and removing after completion for precast element., Class F3 Finish, Square / sqm Rectangular section, Using timber

0

0

Providing , Preparing and Installing form work including necessary supports 448 and removing after completion for precast element., Class F3 Finish, Square / sqm Rectangular section, Using steel

0

0

Providing and assembling in position falsework for the construction of RCC 449 superstructure and removing after completion including design & drawings as per specification, for RCC Arch Bridge, Using steel, Height above 9 m

0

0

Providing , Preparing and Installing form work including necessary supports 450 and removing after completion for precast element., Class F3 Finish, Circular sqm section, Using timber

0

0

Providing , Preparing and Installing form work including necessary supports 451 and removing after completion for precast element., Class F3 Finish, Circular sqm section, Using steel

0

0

Providing and assembling in position falsework for the construction of RCC 452 superstructure and removing after completion including design & drawings as sqm per specification For Slab and Box culverts, Using timber, Height upto 2 m

0

0

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 453 per specification For Slab and Box culverts, Using timber, Height above 2 m to sqm 4m

0

0

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 454 per specification For Slab and Box culverts, Using timber, Height above 4 m to sqm 6m

0

0

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 455 per specification For Slab and Box culverts, Using timber, For Height above 6 m

0

0

Providing and assembling in position falsework for the construction of RCC 456 superstructure and removing after completion including design & drawings as sqm per specification For Slab and Box culverts, Using steel, Height upto 2 m

0

0

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 457 per specification For Slab and Box culverts, Using steel, Height above 2 m to 4 sqm m

0

0

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 458 per specification For Slab and Box culverts, Using steel, Height above 4 m to 6 sqm m

0

0

Providing and assembling in position falsework for the construction of RCC 459 superstructure and removing after completion including design & drawings as sqm per specification For Slab and Box culverts, Using steel, Height above 6 m

0

0

Providing and assembling in position falsework for the construction of RCC 460 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Beam Bridge, Using timber, Height upto 3 m

0

#NAME?

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 461 per specification, for RCC Beam Bridge, Using timber, Height above 3 m to 6 m sqm

0

#NAME?

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 462 per specification, for RCC Beam Bridge, Using timber, Height above 6 m to 9 m sqm

0

#NAME?

, Height above 9 m Increase the rate by 10% for every additional meter height to 463 the rate for the previous height or Design as a special case and derive Norms

0

0

Providing and assembling in position falsework for the construction of RCC 464 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Beam Bridge, Using steel, Height upto 3 m

0

#NAME?

Providing and assembling in position falsework for the construction of RCC 465 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Beam Bridge, Using steel, Height above 3 m to 6m

0

#NAME?

Providing and assembling in position falsework for the construction of RCC 466 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Beam Bridge, Using steel, Height above 3 m to 6m

0

#NAME?

0

0

Providing and assembling in position falsework for the construction of RCC 468 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Arch Bridge, Using timber, Height upto 3 m

0

0

Providing and assembling in position falsework for the construction of RCC 469 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Arch Bridge, Using timber, Height above 3m to 6 m

0

0

0

0

Providing and assembling in position falsework for the construction of RCC 471 superstructure and removing after completion including design & drawings as per specification, for RCC Arch Bridge, Using timber, Height above 9 m

0

0

Providing and assembling in position falsework for the construction of RCC 472 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Arch Bridge, Using steel, Height upto 3 m

0

0

Providing and assembling in position falsework for the construction of RCC 473 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Arch Bridge, Using steel, Height above 3 m to 6 m

0

0

Providing and assembling in position falsework for the construction of RCC 474 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Arch Bridge, Using steel, Height above 6 m to 9 m

0

0

0

#NAME?

0

#NAME?

0

#NAME?

0

#NAME?

0

#NAME?

, Height above 9 m Increase the rate by 10% for every additional meter height to 467 the rate for the previous height or Design as a special case and derive Norms

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 470 per specification, for RCC Arch Bridge, Using timber, Height above 6 m to 9 m sqm

Supplying, fitting and fixing in position true to line and level cast steel rocker 475 bearing including all accessories as per Drawing and Technical Specifications. tonne Supplying, fitting and fixing in position true to line and level forged steel roller 476 bearing including all accessories as per Drawing and Technical Specifications. tonne Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel including all accessories as 477 per Drawing and Technical Specifications ( BS: 5400, section 9.1 & 9.2 for tonne PTFE) ). Supplying, fitting and fixing in position true to line and level elastomeric 478 bearing including all accessories as per Drawing and Technical Specifications. cubic centimeter Supplying, fitting and fixing in position true to line and level sliding plate 479 bearing with stainless steel plate sliding on stainless steel plate with mild steel tonne matrix including all accessories as per Drawing and Technical Specifications.

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE 480 surface sliding against stainless steel mating surface, complete assembly to be of tonne cast steel/fabricated structural steel, metal and elastomer elements as per Drawing and Technical Specifications.

0

#NAME?

Buried Joint, Providing and laying a buried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanized wieldable structural steel plate as per IS: 2062, placed symmetrical to center line of the 481 joint, resting freely over the top surface of the deck concrete, welding of 8 mm meter dia. 100 mm long galvanized nails spaced 300 mm c/c along the center line of the plate as per Drawing and Specifications.

0

#NAME?

Elastomeric Slab Steel Expansion Joint, Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., 482 moderately curved with maximum horizontal movement upto 50 mm, complete meter as per Drawings and Technical specifications

0

#NAME?

Compression Seal Joint, Providing and laying of compression seal joint consisting of steel armored nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed 483 cell foam joint sealer compressed and fixed into the joint gap with special meter adhesive binder to cater for a horizontal movement and vertical movement all complete as per Drawing and Technical Specifications.

0

#NAME?

Strip Seal Expansion Joint, Providing and laying of a strip seal expansion joint 484 catering to maximum horizontal movement upto 70 mm, complete as per meter approved Drawings and Technical specifications.

0

#NAME?

Modular Strip / Box Seal Joint, Providing and laying of a modular strip Box seal expansion joint including anchorage catering to a horizontal movement beyond 485 70 mm and upto 140 mm, complete as per Drawings and Technical Specifications .

0

0

Modular Strip / Box Seal Joint, Providing and laying of a modular strip box seal 486 expansion joint catering to a horizontal movement beyond 140 mm and upto meter 210 mm, complete as per Drawings and Technical specifications.

0

#NAME?

Providing and laying of Plain Cement Concrete M 10 ( or 1:3:6 for nominal 487 mix) in Foundation complete as per Drawing and Technical Specifications. cum

0

0

Providing and laying of Plain Cement Concrete M 10 ( or 1:3:6 for nominal 488 mix) in Foundation complete as per Drawing and Technical Specifications., cum Manual Mixing

0

0

Providing and laying of Plain/Reinforced Cement Concrete in Foundation 489 complete as per Drawing and Technical Specifications, PCC Grade M 15 cum

0

0

Providing and laying of Plain/Reinforced Cement Concrete in Foundation 490 complete as per Drawing and Technical Specifications, PCC Grade M 15, cum Manual Mixing

0

#NAME?

Providing and laying of Plain/Reinforced Cement Concrete in Foundation 491 complete as per Drawing and Technical Specifications, PCC Grade M 20 cum

0

0

Providing and laying of Plain/Reinforced Cement Concrete in Foundation 492 complete as per Drawing and Technical Specifications., RCC Grade M 20 cum

0

0

Providing and laying of Plain/Reinforced Cement Concrete in Foundation 493 complete as per Drawing and Technical Specifications., PCC Grade M 25 cum

0

0

0

0

0

0

Providing and laying of Plain/Reinforced Cement Concrete in Foundation 494 complete as per Drawing and Technical Specifications., RCC Grade M 25 cum Providing and laying of Plain/Reinforced Cement Concrete in Foundation 495 complete as per Drawing and Technical Specifications., PCC Grade M 30 cum

Providing and laying of Plain/Reinforced Cement Concrete in Foundation 496 complete as per Drawing and Technical Specifications., RCC Grade M30 cum

0

0

0

0

0

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure 499 complete as per drawing and Technical Specifications, PCC Grade M 15, Height cum upto 5 m

0

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure 500 complete as per drawing and Technical Specifications, PCC Grade M20, Height cum upto 5 m

0

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure 501 complete as per drawing and Technical Specifications, PCC Grade M 25, Height cum upto 5 m

0

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure 502 complete as per drawing and Technical Specifications, PCC Grade M 25, Height cum above 5 m to 10 m

0

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure 503 complete as per drawing and Technical Specifications, PCC Grade M 25, Height cum above 10 m

0

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure 504 complete as per drawing and Technical Specifications, PCC Grade M 30, Height cum upto 5 m

0

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure 505 complete as per drawing and Technical Specifications, PCC Grade M 30, Height cum above 5 m to 10 m

0

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure 506 complete as per drawing and Technical Specifications, PCC Grade M 30, Height cum above 10 m

0

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure 507 complete as per drawing and Technical Specifications, RCC Grade M 20, cum Height upto 5 m

0

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure 508 complete as per drawing and Technical Specifications, RCC Grade M 20, cum Height above 5 m to 10 m

0

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure 509 complete as per drawing and Technical Specifications, RCC Grade M 20, cum Height above 10 m

0

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure 510 complete as per drawing and Technical Specifications, RCC Grade M 25, cum Height upto 5 m

0

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure 511 complete as per drawing and Technical Specifications, RCC Grade M 25, cum Height above 5 m to 10 m

0

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure 512 complete as per drawing and Technical Specifications, RCC Grade M 25, cum Height above 10 m

0

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure 513 complete as per drawing and Technical Specifications, RCC Grade M 30, cum Height upto 5 m

0

0

Providing and laying of Plain/Reinforced Cement Concrete in Foundation 497 complete as per Drawing and Technical Specifications., RCC Grade M 35 cum Providing and laying , fitting and placing un-coated Mild steel / HYSD 498 reinforcement complete in foundation as per drawing and technical specification tonne

Providing and laying of Plain/Reinforced cement concrete in sub-structure 514 complete as per drawing and Technical Specifications, RCC Grade M 30, cum Height above 5 m to 10 m

0

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure 515 complete as per drawing and Technical Specifications, RCC Grade M 30, cum Height above 10 m

0

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure 516 complete as per drawing and Technical Specifications, RCC Grade M 35, cum Height upto 5 m

0

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure 517 complete as per drawing and Technical Specifications, RCC Grade M 35, cum Height above 5 m to 10 m

0

0

Providing and laying of Plain/Reinforced cement concrete in sub-structure 518 complete as per drawing and Technical Specifications, RCC Grade M 35, cum Height above 10 m

0

0

Providing and laying , fitting and placing HYSD bar reinforcement in sub519 structure complete as per Drawing and Technical Specifications tonne

0

#NAME?

Providing and laying ,fitting and placing Mild steel reinforcement complete in 520 sub-structure as per drawing and Technical Specification tonne

0

0

Providing and laying weep holes in Brick dry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia HDPE pipe, extending 521 through the full width of the structure with slope of 1V :20H towards drawing meter face Complete as per Drawing and Technical Specifications.

0

0

Providing and laying weep holes in Stone Masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 150mm dia HDPE pipe, extending 522 through the full width of the structure with slope of 1V :20H towards drawing meter face Complete as per Drawing and Technical Specifications.

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in super523 structure as per drawing and Technical Specification, RCC Grade M 20 meter

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 524 super-structure as per drawing and Technical Specification, RCC Grade M 20, meter Height upto 5 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 525 super-structure as per drawing and Technical Specification, RCC Grade M 20, meter Height above 5 m to 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 526 super-structure as per drawing and Technical Specification, RCC Grade M 20, meter Height above 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 527 slab super-structure as per drawing and Technical Specification, RCC Grade M meter 20, Height upto 5 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 528 slab super-structure as per drawing and Technical Specification, RCC Grade M meter 20, Height above 5 m to 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 529 slab super-structure as per drawing and Technical Specification, RCC Grade M meter 20, Height above 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in super530 structure as per drawing and Technical Specification, RCC Grade M 25 cum

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 531 super-structure as per drawing and Technical Specification, RCC Grade M 25, cum Height upto 5 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 532 super-structure as per drawing and Technical Specification, RCC Grade M 25, cum Height above 5 m to 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 533 super-structure as per drawing and Technical Specification, RCC Grade M 25, cum Height above 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 534 slab super-structure as per drawing and Technical Specification, RCC Grade M cum 25, Height upto 5 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 535 slab super-structure as per drawing and Technical Specification, RCC Grade M cum 25, Height above 5 m to 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 536 slab super-structure as per drawing and Technical Specification, RCC Grade M cum 25, Height above 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in super537 structure as per drawing and Technical Specification, RCC Grade M 30 cum

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 538 super-structure as per drawing and Technical Specification, RCC Grade M 30, cum Height upto 5 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 539 super-structure as per drawing and Technical Specification, RCC Grade M 30, cum Height above 5 m to 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 540 super-structure as per drawing and Technical Specification, RCC Grade M 30, cum Height above 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 541 slab super-structure as per drawing and Technical Specification, RCC Grade M cum 30, Height upto 5 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 542 slab super-structure as per drawing and Technical Specification, RCC Grade M cum 30, Height above 5 m to 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 543 slab super-structure as per drawing and Technical Specification, RCC Grade M cum 30, Height above 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in super544 structure as per drawing and Technical Specification, RCC/PSC Grade M 35 cum

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 545 super-structure as per drawing and Technical Specification, RCC/PSC Grade M cum 35, Height upto 5 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 546 super-structure as per drawing and Technical Specification, RCC/PSC Grade M cum 35, Height above 5 m to 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 547 super-structure as per drawing and Technical Specification, RCC/PSC Grade M cum 35, Height above 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 548 slab super-structure as per drawing and Technical Specification, RCC/PSC cum Grade M 35, Height upto 5 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 549 slab super-structure as per drawing and Technical Specification, RCC/PSC cum Grade M 35, Height above 5 m to 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 550 slab super-structure as per drawing and Technical Specification, RCC/PSC cum Grade M 35, Height above 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in box girder 551 and balanced cantilever super-structure as per drawing and Technical cum Specification, RCC/PSC Grade M 35, Height upto 5 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in box girder 552 and balanced cantilever super-structure as per drawing and Technical cum Specification, RCC/PSC Grade M 35, Height above 5 m to 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in box girder 553 and balanced cantilever super-structure as per drawing and Technical cum Specification, RCC/PSC Grade M 35, Height above 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in super554 structure as per drawing and Technical Specification, PSC Grade M-40 cum

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in sollid slab 555 super-structure as per drawing and Technical Specification, PSC Grade M-40, cum Height upto 5 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in sollid slab 556 super-structure as per drawing and Technical Specification, PSC Grade M-40, cum Height above 5 m to 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in sollid slab 557 super-structure as per drawing and Technical Specification, PSC Grade M-40, cum Height above 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 558 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 40, Height upto 5 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 559 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 40, Height above 5 m to 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 560 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 40, Height above 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in super561 structure as per drawing and Technical Specification, PSC Grade M-45 cum

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 562 super-structure as per drawing and Technical Specification, PSC Grade M-45, cum Height upto 5 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 563 super-structure as per drawing and Technical Specification, PSC Grade M-45, cum Height above 5 m to 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 564 super-structure as per drawing and Technical Specification, PSC Grade M-45, cum Height above 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 565 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 45, Height upto 5 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in super566 structure as per drawing and Technical Specification, PSC Grade M-45, Height cum above 5 m to 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in super567 structure as per drawing and Technical Specification, PSC Grade M-45, Height cum above 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in super568 structure as per drawing and Technical Specification, PSC Grade M-50 cum

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 569 super-structure as per drawing and Technical Specification, PSC Grade M-50, cum Height upto 5 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 570 super-structure as per drawing and Technical Specification, PSC Grade M-50, cum Height above 5 m to 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 571 super-structure as per drawing and Technical Specification, PSC Grade M-50, cum Height above 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 572 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 50, Height upto 5 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 573 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 50, Height above 5 m to 10 m

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 574 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 50, Height above 10 m

0

0

Providing and laying , fitting and placing HYSD bar reinforcement in super575 structure complete as per drawing and technical specifications tonne

0

#NAME?

Providing and laying of PCC M 15 Grade leveling course below approach slab 576 complete as per drawing and Technical specification cum

0

0

Providing and laying of Reinforced cement concrete approach slab including 577 reinforcement and formwork complete as per drawing and Technical cum specification

0

#NAME?

Providing and laying Cement concrete wearing coat M-30 grade including 578 reinforcement complete as per drawing and Technical Specifications cum

0

#NAME?

Providing, fitting and fixing high tensile steel wires/strands ( Tendons) including 579 all accessories for stressing, stressing operations and grouting complete as per tonne Drawing and Technical Specifications.

0

0

Precast - pre-tensioned Girders, Providing, pre-casting, transportation and 580 placing in position precast pre-tensioned concrete girders as per drawing and cum technical specifications, Grade of concrete - M 40

0

#NAME?

Providing and fixing Helical pipes in voided concrete slabs as per Drawing and 581 Technical Specifications. meter

0

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 582 inspection & testing and trial assembling all complete as per specification., RS tonne Joist, Heavy Zinc Coating

0

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 583 inspection & testing and trial assembling all complete as per specification., RS tonne Joist, painting one shop coat with red oxide primer and two coats of synthetic enamel

0

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 584 inspection & testing and trial assembling all complete as per specification., RS tonne Joist, Height upto 5 m

0

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 585 inspection & testing and trial assembling all complete as per specification., RS tonne Joist, Height above 10 m

0

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 586 inspection & testing and trial assembling all complete as per specification., Built tonne up beam, Plate Girder etc.

0

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 587 inspection & testing and trial assembling all complete as per specification., Built tonne up beam, Plate Girder etc.

0

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 588 inspection & testing and trial assembling all complete as per specification., Built tonne up beam, Plate Girder etc., Height upto 5 m

0

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 589 inspection & testing and trial assembling all complete as per specification., Built tonne up beam, Plate Girder etc., Height 5 m to 10 m

0

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 590 inspection & testing and trial assembling all complete as per specification., Built tonne up beam, Plate Girder etc., Height above 10 m

0

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 591 inspection & testing and trial assembling all complete as per specification., tonne Truss

0

0

0

0

0

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 594 inspection & testing and trial assembling all complete as per specification., tonne Truss, Height 5 m to 10 m

0

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 595 inspection & testing and trial assembling all complete as per specification., tonne Truss, Height above 10 m

0

0

Providing , Fabricating , assembling and erecting Timber super structures 596 including necessary hardware, Truss structure, Height upto 4 m cum

0

0

0

0

0

0

0

0

0

0

0

0

592 22.1.C_a tonne Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 593 inspection & testing and trial assembling all complete as per specification., tonne Truss, Height upto 5 m

Providing , Fabricating , assembling and erecting Timber super structures 597 including necessary hardware, Truss structure, Height upto 4 m to 6 m cum Providing , Fabricating , assembling and erecting Timber super structures 598 including necessary hardware, Beam structure cum Providing , Fabricating , assembling and erecting Timber super structures 599 including necessary hardware, Beam structure, Height upto 4 m cum Providing , Fabricating , assembling and erecting Timber super structures 600 including necessary hardware, Beam structure, Height upto 4 m to 6 m cum Providing , Fabricating , assembling and erecting Timber super structures 601 including necessary hardware, Beam structure, Height above 6 m cum

Providing , Fabricating , assembling and erecting Timber super structures 602 including necessary hardware, Truss structure cum

0

0

0

0

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 605 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 2 X 1 X 1 m ( 11 sqm)

0

#NAME?

Providing and laying Plum concrete ( Boulder mixed concrete) as per Drawing 606 and Specifications, 70% M 15 concrete and 30% boulders/stones, Manual cum means

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 607 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 3 X 1 X 1 m ( 16 sqm)

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 608 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 2 X 1 X 1 m ( 11 sqm)

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 609 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 1.5 X 1 X 1 m ( 9 sqm )

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 610 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 1.0 X 1 X 1 m ( 6 sqm)

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 611 Hexagonal mesh Type 100 mm X 120 mm,, Box size 3.0 X 1 X 0 .75 m ( 13.5 cum sqm)

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 612 Hexagonal mesh Type 100 mm X 120 mm,, Box size 2.0 X 1 X 0 .75 m ( 9. 25 cum sqm)

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 613 Hexagonal mesh Type 100 mm X 120 mm,, Box size 1.0 X 1 X 0 .75 m ( 5 sqm cum m)

0

#NAME?

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 615 Hexagonal mesh Type 100 mm X 120 mm,, Box size 2.0 X 1 X 0 .5 m ( 7.5 sqm cum m)

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 616 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 1 X 1 X 0 .5 m (4 sqm)

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 617 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 1 X 1 X 0 .5 m (4 sqm)

0

#NAME?

Providing , Fabricating , assembling and erecting Timber super structures 603 including necessary hardware, Truss structure, Height above 6 m cum Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 604 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 3 X 1 X 1 m ( 16 sqm)

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 614 Hexagonal mesh Type 100 mm X 120 mm,, Box size 3.0 X 1 X 0 .5 m ( 11 sqm) cum

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 618 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 3 X 1 X 0 .3 m ( 9 sqm)

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 619 Hexagonal mesh Type 100 mm X 120 mm,, Box size 2 X 1 X 0 .3 m ( 6.1 sqm) cum

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 620 Hexagonal mesh Type 100 mm X 120 mm,, Box size 1 X 1 X 0 .3 m ( 2.2 sqm) cum

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 621 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 1.5 X 1 X 1 m ( 9 sqm)

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 622 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 1 X 1 X 1 m (6 sqm)

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 623 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 3.0 X 1 X 0 .75 m (13.5 sqm)

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 624 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 2.0 X 1 X 0 .75 m ( 9.25 sqm)

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 625 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 1.0 X 1 X 0 .75 m ( 5 sqm)

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 626 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 3.0 X 1 X 0 .5 m ( 11 sqm)

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 627 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 2.0 X 1 X 0 .5 m ( 7.5 sqm)

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 628 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 1 X 1 X 0 .5 m ( 4 sqm)

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 629 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 3 X 1 X 0 .3 m ( 9 sqm)

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 630 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 2 X 1 X 0 .3 m ( 6.1 sqm)

0

#NAME?

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 631 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 1 X 1 X 0 .3 m ( 2.2 sqm)

0

#NAME?

0

#NAME?

Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. 632

sqm , Hexagonal mesh type 100 mm x 120 mm, mesh wire 3 mm, selvage wire 3.9 mm, lacing wire 2.4 mm

Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. 633

sqm

0

#NAME?

0

#NAME?

sqm

0

0

sqm

0

#NAME?

sqm

0

#NAME?

sqm

0

#NAME?

sqm , Zinc + PVC coated Hexagonal mesh type 80 mm x 100 mm, mesh wire 2.2 mm/3.2 mm, selvage wire 2.7 mm/3.7 mm, lacing wire 2.2 mm/3.2 mm with Pac coating thickness nominal 0.5 mm ( minimum 0.38 mm) Assembling mechanical woven Gabion boxes /mattresses, placing in position including stretching; forming compartments; tying the sides and diaphragms 640 with binding wire in each mesh; tying with bracing wires and tie wires; and sqm tying down the lid complete as per specification (stone filling not included

0

#NAME?

0

0

Providing and filling stone/boulder in gabion boxes/mattress etc.. Including 641 dressing, bedding, bonding all complete as per Drawing and Technical cum Specifications.

0

#NAME?

Laying and fixing of Geo-Textile all complete as per specification., Providing 642 and laying of a geotextile filter between pitching and embankment slopes as per sqm Drawing and Technical Specifications.

0

#NAME?

0

#NAME?

0

#NAME?

, Hexagonal mesh type 100 mm x 120 mm, mesh wire 2.7 mm, selvage wire 3.4 mm, lacing wire 2.2 mm Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Filling the installed 3-D galvanized 634 steel profile with gravel size 32-63 mm, manually, In slopes (>45 degrees slope sqm angle) Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. 635 , Hexagonal mesh type 80 mm x 100 mm, mesh wire 3 mm, selvage wire 3.9 mm, lacing wire 2.4 mm Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. 636 , Hexagonal mesh type 80 mm x 100 mm, mesh wire 2.7 mm, selvage wire 3.4 mm, lacing wire 2.2 mm Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. 637 , Hexagonal mesh type 60 mm x 80 mm, mesh wire 2.7 mm, selvage wire 3.4 mm, lacing wire 2.2 mm Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. 638 , Zinc + PVC coated Hexagonal mesh type 100 mm x 120 mm, mesh wire 2.7 mm/3.7 mm, selvage wire 3.4 mm/4.4 mm, lacing wire 2.2 mm/3.2 mm with Pac coating thickness nominal 0.5 mm ( minimum 0.38 mm) Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. 639

Laying and fixing of Geo-Textile all complete as per specification., Providing 643 and laying and fixing of Geo-membrane all complete as per specification. sqm Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Spraying of humus on the on the 644 top of gravel (on the top surface of 3-D profile) using humus spraying machine, sqm In shallow slopes (< 45 degrees slope angle)

GEOSYNTHETIC AND REINFORCED EARTH, Sub-Surface Drain with Geotextiles, Providing and laying sub surface drain 200 mm dia using geotextiles treated with carbon black to a stable network and a planar geo645 composite structure, joints wrapped with geotextile to prevent ingress of soil, meter including excavation and backfilling as per Drawing and Technical Specifications.

0

#NAME?

Narrow Filter Sub-Surface Drain, Providing and making narrow filter subsurface drain consisting of porous or perforated pipe laid in narrow trench 646 surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of meter fabric and installed including excavation and backfilling

0

#NAME?

Laying Paving Fabric Beneath a Pavement Overlay, Providing and laying paving fabric over a tack coat of paving grade Bitumen, laid at the rate of 1 kg 647 per sqm over thoroughly cleaned and repaired surface to provide a water sqm resistant membrane and crack retarding layer as per Drawing and Technical Specifications.

0

#NAME?

Laying Boulder Apron in Crates of Synthetic Geogrids, Providing and laying of Geogrids crated apron 1 m x 5 m, 600 mm thick with baffles at 1 meter interval, 648 made with Geogrids as per Design, Drawing and Technical specifications. cum design.

0

#NAME?

Reinforced Earth Structures, Assembling, joining and laying of reinforcing 649 elements., Providing, laying and joining reinforcing elements With reinforcing meter element of steel / Aluminum strips / polymeric strips.

0

#NAME?

Reinforced Earth Structures, Assembling, joining and laying of reinforcing 650 elements., Providing, laying and joining reinforcing elements with reinforcing sqm elements of synthetic Geogrids

0

#NAME?

0

#NAME?

0

#NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and filling the installed 653 3-D galvanized steel profile with angular material of size 32-63 mm using sqm equipment such as excavator, dredger crane or loader, In shallow slopes (< 45 degrees slope angle)

0

#NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and filling the installed 654 3-D galvanized steel profile with angular material of size 32-63 mm using sqm equipment such as excavator, dredger crane or loader, In slopes (>45 degrees slope angle)

0

#NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Filling the installed 3-D galvanized 655 steel profile with gravel size 32-63 mm, manually, In shallow slopes (< 45 sqm degrees slope angle)

0

#NAME?

Providing and laying Plum concrete ( Boulder mixed concrete) as per Drawing 656 and Specifications, 70% M 15 concrete and 30% boulders/stones, Using cum Mechanical Aids

0

#NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Spraying of humus on the on the 657 top of gravel (on the top surface of 3-D profile) using humus spraying machine, sqm In slopes (>45 degrees slope angle)

0

#NAME?

651 Reinforced Earth Structures, Providing and lying facing elements of RCC sqm Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing 3-D galvanized steel panels from the palette, cutting them if necessary, joining the panels to longer 652 rows by overlapping and binding as necessary and putting on the slope, sqm insertion of distribution bars or steel ropes , fixing with clamps and marking holes for T-nails or static nails (bored nails)

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Spraying of humus on the on the 658 top of gravel (on the top surface of 3-D profile) manually, In shallow slopes (< sqm 45 degrees slope angle)

0

#NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Spraying of humus on the on the 659 top of gravel (on the top surface of 3-D profile) manually, In slopes (>45 sqm degrees slope angle)

0

#NAME?

0

#NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel 661 mat for slope protection and erosion control, In slopes (>45 degrees slope meter angle)

0

#NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving of 28 mm 662 dia GEWI (Threaded) steel nails by drilling holes of 90 mm dia using cement meter grouting for fixing of semi-flexible 3-D steel mats upto a length of 4 to 8 m on slopes, On soft soils

0

#NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving of 28 mm 663 dia GEWI (Threaded) steel nails by drilling holes of 90 mm dia using cement meter grouting for fixing of semi-flexible 3-D steel mats upto a length of 4 to 8 m on slopes, On rocky soils (4-8 m)

0

#NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving of 28 mm 664 dia GEWI (Threaded) steel nails by drilling holes of 90 mm dia using cement meter grouting for fixing of semi-flexible 3-D steel mats upto a length >8 m on slopes, On soft soils

0

#NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving of 28 mm 665 dia GEWI (Threaded) steel nails by drilling holes of 90 mm dia using cement meter grouting for fixing of semi-flexible 3-D steel mats upto a length >8 m on slopes, On rocky soils

0

#NAME?

Providing and laying boulders apron on river bed for protection against scour 666 with Boulder / Stones weighing not less than 40 kg each complete as per cum drawing and Technical specification., Manual Means

0

#NAME?

Providing and laying boulders apron on river bed for protection against scour 667 with Boulder / Stones weighing not less than 40 kg each complete as per cum drawing and Technical specification., Mechanical means

0

#NAME?

Providing and laying boulders apron on river bed for protection against scour 668 with Boulder / Stones weighing not less than 40 kg each complete as per cum drawing and Technical specification., Mechanical means for Bigger boulder

0

#NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving the equal angle T-section galvanized steel nails with curved head (16 mm dia steel hook) and tapered at tail (size between T-25 x 25 x 3 mm to T-40 X 40 X 5 mm, (equivalent to Indian Steel ISA 2525, 3030,3535 or 4040) by using handheld or pneumatic hammer (nail length between 0.6 m -3.5 m), first drilling a hole of 660 diameter 28-43 mm (size of T-section+ 3 mm) and filling with cement mortar meter and then driving the nails to fix the semi-flexible 3-D galvanized steel panel on the slopes or embankments, max spacing of nails is 1.5 m., Driving T-nails in soft soil using small dia. pre-bored holes without using cement mortar, For flat surface and shallow slopes < 45°

Providing and laying of apron with cement concrete blocks of size 0.5 x 0.5 x 669 0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete cum with a minimum cement content of 250 kg/cum ., Manual means

0

#NAME?

Providing and laying of apron with cement concrete blocks of size 0.5 x 0.5 x 670 0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete cum with a minimum cement content of 250 kg/cum ., Mechanical means

0

0

Providing and laying Pitching on slopes laid over prepared filter media 671 including boulder apron laid dry in front of toe of embankment complete as per cum drawing and Technical specifications, Stone/Boulder

0

#NAME?

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per 672 drawing and Technical specifications, Cement Concrete Blocks of size 0.3 x 0.3 cum x 0.3 m cast in cement concrete of Grade M 15, Manual Means

0

#NAME?

Providing and laying Filter material underneath pitching in slopes complete as 673 per drawing and Technical specification cum

0

#NAME?

Providing and laying Grouted Stone Pitching in protection work, with stone size 674 not less than 0.01 cum and cement: sand mortar (1:3) all complete as per cum Drawing and Technical Specifications.

0

#NAME?

Providing and laying 20 mm dia tor steel dowel bar including drilling 35 mm dia bore hole in rock necessary bending, hooking tying reinforcement in 675 position and grouting etc. complete as per Drawing and Technical meter specifications., Without using Mechanical aid

0

#NAME?

Providing and laying 20 mm dia tor steel dowel bar including drilling 35 mm dia bore hole in rock necessary bending, hooking tying reinforcement in 676 position and grouting etc. complete as per Drawing and Technical meter specifications., Using Mechanical Aid

0

#NAME?

0

#NAME?

Providing and laying HDPE pipes with perforations including joining, series II, 678 HDPE pipe 250 mm dia meter

0

#NAME?

Providing and laying HDPE pipes with perforations including joining, series II, 679 HDPE pipe 160 mm dia meter

0

#NAME?

Providing and laying Plum concrete ( Boulder mixed concrete) as per Drawing 680 and Specifications, 60% M 15 concrete and 40% boulders/stones, using cum Mechanical Aids

0

#NAME?

Providing and laying Plum concrete ( Boulder mixed concrete) as per Drawing 681 and Specifications, 60% M 15 concrete and 40% boulders/stones, Manual cum means

0

#NAME?

Sub-Surface Drains with Perforated Pipe, Providing and laying subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm 682 depending upon size of material surrounding the pipe, with 150 mm bedding meter below the pipe and 300 mm cushion above the pipe,. as per Drawing and Specifications.

0

#NAME?

Aggregate Sub-Surface Drains, Providing and laying aggregate sub surface 683 drain 300 mm x 450 mm with aggregates conforming to table 300-4, excavated meter material to be utilized in roadway.

0

#NAME?

Underground Drain at Edge of Pavement, Providing and laying an underground 684 drain 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered meter with RCC slab 10 cm in thickness on urban roads.

0

#NAME?

Providing and fixing of 25 mm – dia steel rock bolts with mechanical/ wedge type anchorage including drilling 35 mm dia hole providing 150 mm long 20 677 mm thick steel tapered wedge 10 mm thick 200 mm X 200 mm plate washer meter and nuts, tighten bolt by torque wrench all complete

Providing and laying Brick Masonry Work in Cement mortar in Foundation / 685 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:2)

0

0

Providing and laying Brick Masonry Work in Cement mortar in Foundation / 686 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:2), Using Concrete Mixer

0

0

Providing and laying Brick Masonry Work in Cement mortar in Foundation / 687 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:3)

0

0

Providing and laying Brick Masonry Work in Cement mortar in Foundation / 688 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:3), Using Concrete Mixer

0

0

Providing and laying Brick Masonry Work in Cement mortar in Foundation / 689 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:4)

0

0

Providing and laying Brick Masonry Work in Cement mortar in Foundation / 690 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:4), Using Concrete Mixer

0

0

Providing and laying Brick Masonry Work in Cement mortar in Foundation / 691 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:6)

0

0

Providing and laying Brick Masonry Work in Cement mortar in Foundation / 692 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:6), Using Concrete Mixer

0

0

Providing and laying Brick masonry work in superstructure/ sub-structure 693 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:2 (1 cement : 2 sand)

0

0

Providing and laying Brick masonry work in superstructure/ sub-structure 694 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:2 (1 cement : 2 sand), Using Concrete Mixer

0

0

Providing and laying Brick masonry work in superstructure/ sub-structure 695 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:3 (1 cement : 3 sand)

0

0

Providing and laying Brick masonry work in superstructure/ sub-structure 696 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:3 (1 cement : 3 sand), Using Concrete Mixer

0

0

Providing and laying Brick masonry work in superstructure/ sub-structure 697 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:4 (1 cement : 4 sand)

0

0

Providing and laying Brick masonry work in superstructure/ sub-structure 698 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:4 (1 cement : 4 sand), Using Concrete Mixer

0

0

Providing and laying Brick masonry work in superstructure/ sub-structure 699 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:6 (1 cement : 6 sand)

0

0

Providing and laying Brick masonry work in superstructure/ sub-structure 700 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:6 (1 cement : 6 sand), Using Concrete Mixer

0

0

Providing, and applying Pointing with cement mortar (1:3 ) on brick work in 701 structure as per Technical Specifications . sqm

0

0

Providing and applying 12.5 mm thick Plaster with cement mortar on brick 702 work structure as per Technical Specifications , Cement Mortar 1:2 (1 cement : sqm 2 sand)

0

0

Providing and applying 12.5 mm thick Plaster with cement mortar on brick 703 work structure as per Technical Specifications , Cement Mortar 1:2 (1 cement : sqm 2 sand), Using Concrete Mixer

0

0

Providing and applying 12.5 mm thick Plaster with cement mortar on brick 704 work structure as per Technical Specifications , Cement Mortar 1:3 (1 cement : sqm 3 sand)

0

0

Providing and applying 12.5 mm thick Plaster with cement mortar on brick 705 work structure as per Technical Specifications , Cement Mortar 1:3 (1 cement : sqm 3 sand), Using Concrete Mixer

0

0

Providing and applying 12.5 mm thick Plaster with cement mortar on brick 706 work structure as per Technical Specifications , Cement Mortar 1:4 (1 cement : sqm 4 sand)

0

0

Providing and applying 12.5 mm thick Plaster with cement mortar on brick 707 work structure as per Technical Specifications , Cement Mortar 1:4 (1 cement : sqm 4 sand), Using Concrete Mixer

0

0

Providing and laying weep holes in Brick works / Masonry/ Plain/ Reinforced 708 concrete abutment, wing wall/ return wall with 100 mm dia HDPE pipe as per meter Drawing and Technical Specifications.

0

#NAME?

Providing and laying of dry Stone Masonry Work as per Drawing and Technical 709 Specifications cum

0

0

0

0

0

0

Random Rubble Masonry, Providing and laying of Stone Masonry Work in 712 Cement Mortar 1:3 in Foundation complete as per Drawing and Technical cum Specifications., Using Concrete Mixer

0

0

Random Rubble Masonry, Providing and laying of Stone Masonry Work in 713 Cement Mortar 1:4 in Foundation complete as per Drawing and Technical cum Specifications.

0

0

Random Rubble Masonry, Providing and laying of Stone Masonry Work in 714 Cement Mortar 1:4 in Foundation complete as per Drawing and Technical cum Specifications., Using Concrete Mixer

0

0

Random Rubble Masonry, Providing and laying of Stone Masonry Work in 715 Cement Mortar 1:6 in Foundation complete as per Drawing and Technical cum Specifications.

0

0

Random Rubble Masonry, Providing and laying of Stone Masonry Work in 716 Cement Mortar 1:6 in Foundation complete as per Drawing and Technical cum Specifications., Using Concrete Mixer

0

0

Providing and laying Stone Masonry work in cement mortar 1:3 in structure 717 complete as per drawing and Technical Specifications, Random Rubble cum Masonry

0

0

Providing and laying Stone Masonry work in cement mortar 1:3 in structure 718 complete as per drawing and Technical Specifications, Random Rubble cum Masonry, Using Concrete Mixer

0

0

Providing and laying Stone Masonry work in cement mortar 1:3 in structure 719 complete as per drawing and Technical Specifications, Coursed rubble Masonry cum (first sort )

0

0

Providing and laying Stone Masonry work in cement mortar 1:3 in structure 720 complete as per drawing and Technical Specifications, Coursed rubble Masonry cum (first sort ), Using Concrete Mixer

0

0

Providing and laying of Random rubble stone Masonry in mud Mortar as per 710 Drawing and Technical Specifications. cum Random Rubble Masonry, Providing and laying of Stone Masonry Work in 711 Cement Mortar 1:3 in Foundation complete as per Drawing and Technical cum Specifications.

Providing and laying Stone Masonry work in cement mortar 1:4 in structure 721 complete as per Drawing and Technical, Random Rubble Masonry cum

0

0

Providing and laying Stone Masonry work in cement mortar 1:4 in structure 722 complete as per Drawing and Technical, Random Rubble Masonry, Using cum Concrete Mixer

0

0

Providing and laying Stone Masonry work in cement mortar 1:4 in structure 723 complete as per Drawing and Technical, Coursed rubble Masonry (first sort ) cum

0

0

Providing and laying Stone Masonry work in cement mortar 1:4 in structure 724 complete as per Drawing and Technical, Coursed rubble Masonry (first sort ), cum Using Concrete Mixer

0

0

Providing and laying Stone Masonry work in cement mortar 1:6 in structure 725 complete as per Drawing and Technical Specifications, Random Rubble cum Masonry (coursed/uncoursed)

0

0

Providing and laying Stone Masonry work in cement mortar 1:6 in structure 726 complete as per Drawing and Technical, Random Rubble Masonry, Using cum Concrete Mixer

0

0

Providing and laying Stone Masonry work in cement mortar 1:6 in structure 727 complete as per Drawing and Technical Specifications, Coursed rubble Masonry cum (first sort )

0

0

Providing and laying Stone Masonry work in cement mortar 1:4 in structure 728 complete as per Drawing and Technical, Coursed rubble Masonry (first sort ), cum Using Concrete Mixer

0

0

Providing and Pointing with cement mortar on masonry work in structure as per 729 Technical Specifications, cement mortar (1:3 ) sqm

0

0

Providing and Pointing with cement mortar on masonry work in structure as per 730 Technical Specifications, cement mortar (1:3 ), Using Concrete Mixer sqm

0

0

Providing and Pointing with cement mortar on masonry work in structure as per 731 Technical Specifications, cement mortar (1:2 ) sqm

0

0

Providing and Pointing with cement mortar on masonry work in structure as per 732 Technical Specifications, cement mortar (1:2 ), Using Concrete Mixer sqm

0

0

Providing and Pointing with cement mortar on masonry work in structure as per 733 Technical Specifications, cement mortar (1:1) sqm

0

0

0

0

0

#NAME?

Removal of existing cement concrete wearing coat including its disposal complete, Removal of existing cement concrete wearing coat including its 736 disposal without causing any detrimental effect to any part of the bridge cum structure and removal of dismantled material with all lifts and lead complete as per Technical Specifications

0

#NAME?

Removal of existing cement concrete wearing coat including its disposal complete, Removal of existing asphaltic wearing coat comprising of 50 mm 737 thick asphaltic concert laid over 12 mm thick mastic asphalt including disposal sqm with all lift and lead complete as per Technical Specification and Direction of the Engineer.

0

#NAME?

Providing and application of gunite/shortcrete to repare of damaged concrete section/ concrete covers on slab , girder ,beam etc with high early strength , low 738 rebound sprayable thixotropic repair mortar mixed by machine, lead 30m sqm (including 25% loss) average thickness of application-35 mm .

0

0

Providing and Pointing with cement mortar on masonry work in structure as per 734 Technical Specifications, cement mortar (1:1), Using Concrete Mixer sqm Removal of existing cement concrete wearing coat including its disposal complete, Removal of existing cement concrete wearing coat including its 735 disposal without causing any detrimental effect to any part of the bridge sqm structure and removal of dismantled material complete as per Technical Specification

Providing and application of Gunite/ Shotcreate concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy 739 complete as per Technical Specifications., Mix 1:3 ( Cement and Coarse sand) sqm

0

0

Providing and application of Gunite/ Shotcreate concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy 740 complete as per Technical Specifications., Mix 1:1:2 ( Cement :sand: aggregate) sqm

0

0

Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent 741 cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy

0

0

Providing and Sealing of cracks/porous concrete by injection process through 742 nipples/Grouting complete as per Technical Specification., Cement Grout kg

0

0

Providing and Sealing of cracks/porous concrete by injection process through 743 nipples/Grouting complete as per Technical Specification., Cement Mortar (1:1) kg Grouting

0

0

Providing and Sealing of cracks/porous concrete by injection process through 744 nipples/Grouting complete as per Technical Specification., Low viscosity epoxy liter injection resin

0

0

Providing and replacement of Crash Barrier as per Drawing, Technical 745 Specifications and instruction of the Engineer. meter

0

0

Patching of damaged concrete surface with polymer concrete/ micro concrete and curing compounds, Providing and applying polymer concrete and curing 746 compounds on damaged concrete surface as per instructions of manufacturer sqm and approval of the Engineer.

0

0

Patching of damaged concrete surface with polymer concrete/ micro concrete and curing compounds, Providing and applying Micro concreting on damaged concrete (slab/beam/abutment section of the bridges )with ready to use high 747 early high strength , free flow , non shrink self compacting Micro concrete ( M cum 60 & above)With adding 20% local aggregates of 10 mm down) as per instructions of manufacturer and approval of the Engineer.

0

0

0

#NAME?

Providing and applying Epoxy adhesive and Sealing of crack / porous concrete 749 with Epoxy Grout by injection with nipples complete as per direction of the kg Engineer.

0

0

Providing and Applying epoxy mortar over leached, honey combed and spalled 750 concrete surface and exposed steel reinforcement complete as per Technical sqm Specification

0

0

Providing and applying the Shotcreate mixture mechanically with compressed 751 air under pressure, sprayable less rebound ( rebou and quick setting comnd 25 sqm %) as per Technical specifications and direction of the Engineer.

0

0

Providing and applying pre-packed cement based polymer mortar 752 replacement of spalled concrete

sqm

0

0

Providing and applying Epoxy bonding of new concrete to old concrete as per 753 technical Specifications and direction of the Engineer. sqm

0

0

Providing and replacement of Bearings complete as per Technical Specification 754 and direction of the Engineer. nos

0

#NAME?

Patching of damaged concrete surface with polymer concrete/ micro concrete and curing compounds, Providing and applying Micro concreting on damaged concrete ( slab /beam/ abutment section of the bridges )with ready to use high 748 early high strength , free flow , non shrink self compacting Micro concrete ( M cum 60 & above) as per instructions of manufacturer and approval of the Engineer.

for

Providing required parts and rectification of Bearings as per Technical 755 Specifications and direction of the Engineer. nos

0

#NAME?

0

#NAME?

0

0

0

0

0

#NAME?

Providing and repair of RCC railing to bring it to the original shape as per 760 Drawing, Technical Specifications and instruction of the Engineer., Repair of meter RCC Railing

0

#NAME?

Repair of Steel Railing, Providing and repair of steel railing to bring it to the 761 original shape as per Drawing, Technical Specifications and direction of the meter Engineer.

0

0

Painting of Steel Bridge, Providing and painting steel bridge including removal 762 of old paints by sand blasting cleaning and repairing of metal surfaces for the sqm application of new paints as per specification and direction of the Engineer.

0

0

Providing and Painting of steel bridges with one coat of primer, one coat of 763 epoxy and 2 coats of acrylic polyurethane as per specification. sqm

0

0

Providing and painting of steel bridges with one coat of primer, one coat of 764 epoxy and 2 coats of acrylic polyurethane, without sprayer machine as per sqm specification

0

0

Repair of Joint Grooves with Epoxy Mortar, Providing and repair of spalled joint grooves of contraction joints, longitudinal joints and expansion joints in 765 concrete pavements using epoxy mortar or epoxy concrete as per Technical meter Specifications and direction of the Engineer.

0

0

Repair of old Joints Sealant, Providing and repair of old joints including removal of existing sealant and re sealing of contraction, longitudinal or 766 expansion joints in concrete pavement with fresh sealant material as per meter Drawing and Technical Specifications.

0

0

Concrete Jacketing, Preparation, hacking and cleaning of existing surface for 767 concrete jacketing as per direction of the Engineer. sqm

0

0

0

0

0 0

0 0

0

0

0

0

0

0

0

#NAME?

Providing and replacement of Expansion Joints complete as per drawings, 756 Technical specifications and direction of the Engineer. meter Providing and replacement of Damaged Concrete Railing as per Drawing, 757 Technical Specifications and direction of the Engineer,. meter Providing and replacement of Damaged mild steel railing as per Drawing, 758 Technical Specifications and direction of the Engineer. meter Repair of Crash Barrier, Providing and repair of concrete crash barrier with cement concrete M-30 grade by cutting and trimming the damaged portion to a 759 regular shape, cleaning the area to be repaired thoroughly, applying cement meter concert after erection of proper form work.

Concrete Jacketing, Drilling Holes on existing concrete surface of 16 mm 768 diameter and 300 mm depth nos 769 Concrete Jacketing, Providing and fixing Anchor bar kg 770 Concrete Jacketing, Providing and Filling drill hole with Epoxy Grout Concrete Jacketing, Providing and applying Micro silica/ silica fume concreting for concrete jacketing works ( slab /beam/ abutment section of the bridges ) as 771 per instructions of manufacturer and as approved by the Engineer. cum Corrosion Treatment of Rebar's, Providing accessories and removal of rust from 772 exposed rebar area as per direction of the Engineer. sqm Corrosion Treatment of Rebar's, Providing and Application of Rust Cleaning & 773 passivating agent as per manufacturer' s guidelines and instruction of the sqm Engineer. Corrosion Treatment of Rebar's, Providing and Application of Alkaline, 774 polymeric, elastomeric formulation designed to protect steel from corrosion as sqm per manufacturer' s guidelines and instruction of the Engineer.

Corrosion Treatment of Rebar's, Providing and Application of Acrylic Based 775 bond coat for reinforcement as per manufacturer' s guidelines and instruction of sqm the Engineer.

0

0

Corrosion Treatment of Rebar's, Providing and Application of Pre-packed 776 polymer modified mortar as per manufacturer' s guidelines and instruction of the Engineer.

0

0

Corrosion Treatment of Rebar's, Providing and Application of concrete 777 penetrating corrosion inhibitor as per manufacturer' s guidelines and instruction sqm of the Engineer.

0

0

Providing and Application of 3 coat of high build micro porous anti carbonation 778 coating on concrete surface as per manufacturer' s guidelines and instruction of sqm the Engineer.

0

0

Fiber Reinforced Polymer works, Providing and Application of Fiber reinforced 779 polymer ( carbon fiber) as per manufacturer' s guidelines and instruction of the sqm Engineer.

0

0

Fiber Reinforced Polymer works, Providing and Application of carbon 780 laminated ( 50 mm wide 1.4 mm thick) system as per manufacturer' s guidelines meter and instruction of the Engineer.

0

0

Fiber Reinforced Polymer works, Providing and Application of 3 coat of two 781 component aliphatic Polyurethane Coating on concrete surface as per sqm manufacturer' s guidelines and instruction of the Engineer.

0

0

Repair of Gabion wall, Providing and repair of spalled gabion box/ mattress 782 including dressing bedding, bonding tying all as per Technical Specification cum direction of the Engineer.

0

0

Repair of masonry wall / side drain, Providing and repair of spalled masonry 783 wall/ side drain of random rubble masonry in cement mortar 1:4 as per cum Technical Specifications and direction of the Engineer.

0

0

0

#VALUE!

Collection and preparation of seeds, Collection of grass seeds from sources 785 within 1 km of the road, including separating and preparing seed for storage, kg and drying seed in the sun.

0

#NAME?

Collection and preparation of seeds, Collection of medium-sized shrub seeds 786 (e.g. Keraukose) from sources within 1 km of the road, including seed kg preparation for storage after drying.

0

0

Collection and preparation of seeds, Collection of medium-sized shrub seeds 787 (e.g. Keraukose) from sources within 1 km of the road, including seed kg preparation for storage after drying.

0

#NAME?

Collection and preparation of seeds, Collection of medium-sized shrub and tree 788 seeds (e.g. areli, khayer, ghobre and rani salla, sisau) from sources within 1 kg km of the road, including seed preparation for storage after drying.

0

#NAME?

Collection and preparation of seeds, Collection of small shrub and tree seeds 789 (e.g. Dhanyero, dhusun, tilka, utis) from the sources within 1 km of the of the kg road, including seed preparation for storage after drying.

0

#NAME?

Collection of grass and hardwood cuttings for vegetative propagation, 790 Collection of grass clumps (e.g. amliso, kans, khar)from sources within 1 km of slips the road to make slips for multiplication in the nursery.

0

#NAME?

Collection of grass and hardwood cuttings for vegetative propagation, Collection of cuttings of small bamboos (e.g. padang bans, tite nigalo bans), 791 suitable for traditional planting, from the sources within of the road. Material slips minimum 10 cm of the rooted rhizome and 90 cm of culm.

0

#NAME?

Inspection and Re-tightening of Nut bolt and other accessories, Inspection and Re-tightening of Nut bolt and other accessories of Cables/ Structural parts/Steel 784 truss/ steel girder as per Technical Specifications and direction of the Engineer. nos

Collection of grass and hardwood cuttings for vegetative propagation, Collection of hardwood cuttings (e.g. assuro, basin, kanda phul, namdi phul, 792 saruwa, simali) , from the sources within of the road of the road. Material slips minimum 30 cm in length and 2 cm in dia.

0

#NAME?

Nursery operation and management (bed preparation), Construction of seed beds for tree seedlings, including Materials for beds and shades. Bed is 1 m wide x 17 cm high and made up of 5 cm of washed gravel, 5 cm of unsieved 793 forest soil, 5 cm of 1:3 mix of sieved forest soil, and washed sand, 2 cm of sqm washed, sieved and sterilized sand. [Add 5% to the number of bricks to allow for normal wastage].

0

#NAME?

Nursery operation and management (bed preparation), Construction of stand out beds for tree seedling in polypots, including Material for beds and 794 shades.Bed is 100 cm wide x 15 cm high, with a layer of gravel placed above sqm the compacted ground. [Add 5% to the number of bricks to allow for normal wastages.]

0

#NAME?

Nursery operation and management (bed preparation), Construction of beds for grass seeds, grass slips (i.e. vegetative propagation ) and tree cuttings, including Materials and hessian cover. Bed is 100 cm wide x 25 cm high and 795 made up of of washed gravel placed above the ground, of 1:1 mix of sieved sqm soil and compost, and topped with 15 cm of 3:1 mix of sieved forest topsoil and washed sand.

0

#NAME?

Nursery operation and management (bed preparation), Construction of beds for propagation of bamboo culm cuttings, including Materials and hessian cover. 796 Bed is 100 cm wide x 30 cm high. The ground below the bed is dug to a depth sqm of 30 cm. Bed is made with 10 cm unsieved soil and 20 cm high is formed around the edge.

0

#NAME?

Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Tree seed sowing @ 10 gram per sqm. (medium sized seeds 797 ) or 2 gram per sqm (very fine seeds) into seed beds including pre-sowing sqm treatment.

0

#NAME?

Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Preparing potting mix and filling polypots, including all 798 Materials for container seedlings. [Note. 1 kg of 200 gauge polypots (4" x 7" nos laid flat)= 464 bags; 200 gauge black polythene is preferred]

0

#NAME?

Nursery operation and management (seed sowing and transplanting; planting 799 hardwood cuttings), Direct sowing of tree seeds into polypots including seed nos treatment, by sowing one seed in half the pots and two seeds in the other half.

0

#NAME?

Nursery operation and management (seed sowing and transplanting; planting 800 hardwood cuttings), Pricking out young seedling and transplanting into nos polypots.

0

#NAME?

Nursery operation and management (seed sowing and transplanting; planting 801 hardwood cuttings), Pricking out young seedling and transplanting into beds. nos

0

#NAME?

Nursery operation and management (seed sowing and transplanting; planting 802 hardwood cuttings), Transplanting grass slips into beds, from clumps. Slips are sqm planted at 10 cm centers in row 25 cm apart.

0

#NAME?

Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Planting of hardwood cuttings of minimum length to 20 803 cm depth into prepared beds. Cutting spaced at centers within rows, with 20 nos cm between rows.

0

#NAME?

Preparation of raised Materials for extraction from the nursery, Grass culm 804 cutting production from nursery stock: single or double node (e.g. napier) nos

0

#NAME?

Preparation of raised Materials for extraction from the nursery, Uprooting and 805 preparing grass slips ready for site planting from nursery seedling. nos

0

#NAME?

Preparation of raised Materials for extraction from the nursery, Uprooting and 806 preparing grass slips ready for site planting from nursery grass clumps raised nos from slips by vegetative propagation.

0

#NAME?

Compost and mulch production, Mulch production by collection and cutting of 807 weeds and other vegetation such as tite pati, banmara etc., within 1 km of the cum road, and stacking along roadside.

0

0

Compost and mulch production, Compost production by collection and cutting 808 of weeds and other vegetation such as tite pati, banmara etc., within 1 km of the cum road, including fine cutting and filling compost pit.

0

0

0

0

0

#NAME?

0

#NAME?

0

#NAME?

Direct seedling on site, Sowing shrub or tree seeds on all slopes at 25 cm 813 intervals, including digging planting holes to 5 cm depth and covering with sqm soil. Two seeds per planting hole.

0

#NAME?

Planting grass on site, Planting single node culm cutting of grass (e.g. napier) on fill slopes<45 and embankment slopes in plain areas. Approx. length 15-, 814 including digging planting hole 10 - 20 cm depth using a metal rod or hardwood nos peg.

0

#NAME?

Planting grass on site, Planting single node culm cutting of grass (e.g. napier) on 815 fill slopes >45o Approx. length 15-, including digging planting hole 10- depth nos using a metal rod or hardwood peg.

0

#NAME?

Planting grass on site, Planting single node culm cutting of grass (e.g. napier) on 816 fill slopes >45o Approx. length 15-, including digging planting hole 10- depth nos using a metal rod or hardwood peg.

0

#NAME?

0

#NAME?

Planting grass on site, Planting rooted grass slips on the slopes <45o including preparation of slips on site. a max of 5 cm depth with metal rod or Operation 818 includes digging planting hole to hard-wood peg, depending on the nature of the sqm soil. The planting drills should be space

0

#NAME?

Planting grass on site, Planting rooted grass slips on the slopes 45o - 60o including preparation of slips on site. a max of 5 cm depth with metal rod or 819 Operation includes digging planting hole to hard-wood peg, depending on the sqm nature of the soil. The planting drills should be space

0

#NAME?

Planting grass on site, Planting rooted grass slips on the slopes > 60o including preparation of slips on site. a max of 5 cm depth with metal rod or Operation 820 includes digging planting hole to hard-wood peg, depending on the nature of the sqm soil. The planting drills should be space

0

#NAME?

Planting shrub and tree seedling and cutting on site, Planting containerized tree and shrub seedlings, including pitting, transplanting, composting and placing 821 tree guards, on toe of embankment slopes in plain areas, not less than 8 m from nos the road center line. Pit size 30 cm diameter x depth. Compost volume 1/4 of the volume of the pit, mixed with original soil.

0

#NAME?

809 Compost and mulch production, Turning compost once per month. cum Direct seedling on site, Broadcasting grass seeds on slopes <40o; seedling rate 810 25 g per sqm. sqm Direct seedling on site, Broadcasting grass seeds on slopes <40o ;including 811 cover with long mulch, seedling rate 25 g per sqm. sqm Direct seedling on site, Broadcasting grass seeds on slopes <40-45* including cover with long mulch, and jute netting of mesh size 300 mm * 500 mm. 812 Seedling @25 g per sqm. Operation includes pegging with suitable live pegs or sqm hardwood cutting (e.g. Simali) 1 m spacing, jute net of 6.75 m* size.

Planting grass on site, Planting rooted grass slips on embankment slopes in plain areas, at spacing within the row. The first row is 0.75 m from the edge of the 817 pavement and subsequent rows are spaced at intervals down the embankment. meter

Planting shrub and tree seedling and cutting on site, Planting containerized tree and shrub seedlings, including pitting, transplanting, composting and mulching, 822 on slopes < 30o . Pit size 30 cm diameter x depth mix Compost with soil nos and back fill into pit to 1/4 of the pit volume

0

#NAME?

Planting shrub and tree seedling and cutting on site, Planting containerized tree and shrub seedlings, including pitting, transplanting, composting and mulching, 823 on slopes 30o . - 400 Pit size 30 cm diameter x depth mix Compost with nos soil and back fill into pit to 1/4 of the pit volume

0

#NAME?

Planting shrub and tree seedling and cutting on site, Planting rooted tree stump cutting and bare root seedlings, including pitting, transplanting, composting and 824 mulching on slopes <300. Pit size 10 cm diameter x depth. Compost volume nos 1/4 of volume of the pit mix with original soil.

0

#NAME?

Planting shrub and tree seedling and cutting on site, Planting rooted tree stump cutting and bare root seedlings, including pitting, transplanting, composting and 825 mulching on slopes <300 - 45o Pit size 10 cm diameter x depth. Compost nos volume 1/4 of volume of the pit mix with original soil.

0

#NAME?

Planting shrub and tree seedling and cutting on site, Planting rooted tree stump cutting and bare root seedlings, including pitting, transplanting, composting and 826 mulching on slopes > 45o Pit size 10 cm diameter x depth. Compost volume nos 1/4 of volume of the pit mix with original soil.

0

#NAME?

Vegetative palisade construction, brush layering and fascines, Collection of hardwood for cuttings for planting Material (e.g. assuro, namdi phul, 827 simali)from the sources within of the road. Material to be approx. 1 km in nos length and minimum 5 cm in diameter.

0

0

Vegetative palisade construction, brush layering and fascines, Preparation and planting of live pegs selected species(e.g. assuro, namdi phul, simali)of 828 minimum length to 0.5 m depth into hard ground. Pegs spaced at centers meter within rows, and interwoven with vegetation.

0

#NAME?

Vegetative palisade construction, brush layering and fascines, Preparation and planting of live pegs selected species(e.g. assuro, namdi phul, simali)of 829 minimum length to 0.5 m depth into soft debris. Pegs spaced at 5- centers meter within rows, and interwoven with vegetation.

0

#NAME?

Vegetative palisade construction, brush layering and fascines, Site preparation 830 for fascine laying: earth works in excavation of trench to 20 cm depth meter

0

0

Vegetative palisade construction, brush layering and fascines, Laying of live fascines, using live hardwood cuttings of selected species(e.g. assuro, namdi 831 phul, simali) of minimum length placed in bundles to give 4 running meters of meter cutting per meter of fascine, including backfilling of trench and careful compaction.

0

#NAME?

Jute netting works, Standard jute netting for bare slopes and under planting with slips. Spinning raw jute from 100% jute fiber into yarn and weaving the yarn into netting. Hand spun yarn 5 to 8 mm in diameter, width of net 1.20 meters 832 warp strands 27 no per , mesh size 30-40 mm sq. and 1.25 kg/m weight at 1.20 sqm m width.[Note A Toro is the weaving shuttle, bamboo culm.]normally made from a split large

0

#NAME?

Jute netting works, Wide mesh jute netting for holding mulch on slopes. Spinning raw jute from 100% jute fiber into yarn and weaving the yarn into netting. Hand spun yarn 3 to 5 mm in diameter 1.20 m side and 11.2 m long. 833 Mesh size 150 mm x 500 mm rectangular mesh and 0.25 kg/m at 1.20 m width. sqm [Note A torso is the weaving shuttle, normally made from a split large bamboo culm.]

0

#NAME?

Jute netting works, Placing 30-40 mm square mesh jute netting on bare slopes (for later under planting with grass slips), including pegging with live 834 hardwood cutting or split bamboo pegs and loosening tension so that the net sqm hugs the slope throughout.

0

#NAME?

Jute netting works, Placing 150 x 500 mm mesh jute netting to hold mulch on slopes, including application of mulch and pegging with live hardwood cutting 835 or split bamboo pegs and loosening tension so that the net hugs the slope sqm throughout.

0

#NAME?

Gabion bolster cylinders, Providing and laying 60 cm dia gabion bolsters panels: 70 x 100 mm hexagonal mesh wire (10 swg frame and 12 Swg mesh) 836 including Earthwork excavation filling with boulder, back filling all complete meter as per Drawing and Technical Specifications.

0

#NAME?

Gabion bolster cylinders, Providing and laying 30 cm dia gabion bolsters panels: 70 x 100mm hexagonal mesh wire (10 swg frame and 12 Swg mesh) 837 including Earthwork excavation filling with boulder, back filling all complete meter as per Drawing and Technical Specifications.

0

#NAME?

0

#NAME?

0

#NAME?

0

#NAME?

Gabion bolster cylinders, Anchoring bolster: 12 mm dia MS re-bar cut into 2 m 838 lengths for anchorage and placed at intervals meter 839 Gabion bolster cylinders, Providing and laying of terram paper (geotextile) meter Bamboo tree guards, Providing and weaving bamboo tree guards using bamboo poles as uprights: 1.60 m in height ; and weaving split bamboo with the outer 840 wall intact around the posts. Dimension of the guard are 0.60 m diameter x 1.30 meter high. Turfing, Grass sodding works including sod cutting , transporting , placing in 841 position and water sprinkling (Lead upto 10 m). sqm

0

0

0

#NAME?

0

#NAME?

Turfing, Seeding and Mulching, Providing required material, Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, 844 mulching material, applying bituminous emulsion at the rate of 0.23 liters per sqm sqm and laying and fixing jute netting, including watering for 3 months all as per specification

0

#NAME?

Spreading of Sludge Farm Yard Manure or/and good Earth, Providing and 845 Spreading of sludge farm yard manure or/ and good earth in required thickness cum (cost of sludge, farm yard manure or/and good earth to be paid for separately)

0

0

Grassing with ' Doobs' Grass, Providing and grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the 846 grass forms a thick lawn free from weeds and fit for moving including sqm supplying good earth if needed, In rows 15 cm apart in either direction

0

#NAME?

0

#NAME?

0

#NAME?

0

#NAME?

842 Turfing, Providing and Spreading manure on the grass turf. sqm Turfing, Turfing with Sods, Providing, furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations 843 shown on the drawing or as directed by the engineer including preparation of sqm ground, fetching of sods and watering.

847 Grassing with ' Doobs' Grass, In rows 7.5 cm apart in either direction sqm Making Lawns including Ploughing and Dragging, Providing and making lawns including ploughing and breaking of clod, removal of rubbish, dressing and 848 supplying Doobs grass roots and planting at 15 cm apart, including supplying sqm and spreading of farm yard manure at rate of 0.18 cum per 100 sqm Maintenance of Lawns or Turfing of Slopes, Regular Maintenance of lawns or for a period of one year including sqm 849 Turfing of slopes (rough grassing) watering etc.

Turfing Lawns with Fine Grassing including Ploughing, Dressing, Providing and Turfing lawns with fine grassing including ploughing, dressing including 850 breaking of clods, removal of rubbish, dressing and supplying Doobs grass roots sqm at 10 cm apart, including supplying and spreading of farm yard manure at rate of 0.6 cum per 100 sqm

0

#NAME?

Maintenance of Lawns with Fine Grassing for the First Year, Regular 851 Maintenance of lawns with fine grassing for the first year including watering sqm etc.

0

#NAME?

Planting and Maintaining of Permanent Hedges, Providing and Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, 852 refilling the excavated earth mixed with farmyard manure, supplied at the rate meter of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart

0

#NAME?

Planting and Maintaining of Permanent Hedges, Maintenance of hedge for one 853 year meter

0

#NAME?

Planting and Maintaining of Flowering Plants and Shrubs, Providing and planting flowering plants and shrubs in central verge (200 plants and 800 shrubs 854 in two rows in one km length of road where width of verge is 3 m and above.) meter

0

#NAME?

Planting and Maintaining of Flowering Plants and Shrubs, Providing and 855 Maintenance of flowering plants and shrubs in central verge for one year km

0

#NAME?

Planting of Trees and their Maintenance for one Year, Providing and Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the 856 ground, mixing the soil with decayed farm yard/sludge manure, planting the nos saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

0

#NAME?

Renovation Lawns including, Weeding, Forking the Ground, Top Dressing with Forked Soil, Renovation lawns including, weeding, forking the ground, top dressing with forked soil, watering and maintenance the lawns, for 30 days or 857 more, till the grass forms a thick lawn, free from weeds, and fit for moving and sqm disposal of rubbish as directed, including supplying good earth, if needed but excluding the cost of well decayed farm yard manure

0

#NAME?

0

#NAME?

Edging with 2nd Class Bricks, Laid Dry Lengthwise, Providing and edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, 859 consolidation, with a hand packing and spreading nearly surplus earth within a meter lead of 50 metres

0

#NAME?

Making Tree Guard 53 cm dia and 1.3 meter height as per Design from empty bitumen drums, Providing and making tree guard 53 cm dia and 1.3 m high as 860 per design from empty bitumen drum, slit suitably to permit sun and air, nos (supplied by the department at stock issue rate) including providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets, complete in all respect

0

#NAME?

Half Brick Circular Tree Guard, in 2nd Class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground, Providing and laying half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre 858 nos below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 (1 cement 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete

Making Tree Guard 53 cm dia and 2 meter height as per Design from empty bitumen drums, Providing and making tree guard 53 cm dia and 2 metres high as per design from empty bitumen drums, slit suitably to permit sun and air, ( supplied by the department at stock issue rate) including providing and 861 nos fixing four legs 40 cm long of 30 x 3 mm MS riveted to tree guard and providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets complete in all respects

0

#NAME?

Wrought Iron and Mild Steel Welded Work, Providing Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of 862 screens and welding rods or bolts and nuts complete fixed in position but kg without the cost of excavation and concrete for fixing which will be paid separately

0

#NAME?

Tree Guard with MS Iron, Providing and fixing MS iron tree guard 60 cm dia and 2 meter high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, 863 bolted together with 8 mm dia and 30 mm long bolts including painting two nos coats with paint of approved brand over a coat of priming, complete in all respects.

0

#NAME?

Tree Guard with MS Angle Iron and Steel Wire, Providing and fixing tree guard 0.60 meter square, 2.00 meter high fabricated with MS angle iron 30 x 30 x 3 864 mm, MS iron 25 x 3 mm and steel wire 3 mm dia welded and fabricated as per nos design in two halves bolted together

0

#NAME?

Compensatory Afforestation, Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 m by grubbing and leveling the 865 ground upto a depth of 150 mm, digging holes 0.9 m dia, 1 m deep, mixing farm sqm yard/sludge manure with soil, planting of sapling 2 m high with 25 cm dia stem, backfilling the hole and watering

0

#NAME?

Fog Spray, Providing and applying low viscosity bitumen emulsion for sealing 866 cracks less than 3 mm wide or incipient fretting or disintegration in an existing sqm bituminous surfacing.

0

#NAME?

Fog Spray, Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing 867 bituminous surfacing., In case it is decided by the engineer to blind the fog sqm spray.

0

0

Hill Side Drain Clearance, Removal of earth from the choked hill side drain and 868 disposing it on the valley side manually meter

0

0

Maintenance,Carryout Routine ( regular maintenance) of Black top/ Gravel 869 road in plain area ( Terai) as per Technical Specifications and direction of the Km - day Engineer,

0

0

Maintenance, Carryout Routine ( regular maintenance) of Black top/ Gravel 870 road in Hilly area as per Technical Specifications and direction of the Engineer, Km - day

0

0

Maintenance, Carryout Routine ( regular maintenance) of Black top/ Gravel 871 road in Hilly area as per Technical Specifications and direction of the Engineer, 20 km per year

0

#VALUE!

Restoration of Rain Cuts. Providing and restoration of rain cuts in embankment 872 slopes as per specification and direction of the Engineer. cum

0

0

Providing and restoration of rain cuts with surrounding material benching for 300 mm width, laying fresh Material in layers not exceeding 250 mm and 873 compacting to restore the original alignment, levels and slopes as per Technical cum Specification and direction of the Engineer.Manual means

0

0

Providing and restoration of rain cuts benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting to restore the original 874 alignment, levels and slopes as per Specification and direction of the Engineer., Mechanical Means including conveyance of earth from other surrounding area with lead

0

#VALUE!

Maintenance of Earthen Shoulder (filling with fresh soil), Providing and making up loss of Material/ irregularities on shoulder to the design level by adding fresh 875 approved soil and compacting as per Technical Specification and direction of the Engineer.

0

0

Maintenance of Earth Shoulder (stripping excess soil), Stripping excess soil 876 from the shoulder surface to achieve the approved level and compacting as per sqm Technical Specifications and direction of the Engineer.

0

0

Providing, laying and restoration of rain cuts with gravel or river bed Material , benching for 300 mm width, laying fresh Material in layers not 877 exceeding 250 mm and compacting to restore the original alignment, levels and cum slopes as per Technical specifications and direction of the Engineer., Mechanical Means including conveyance of river bed gravel with lead

0

0

Maintenance of bituminous surface road with Emulsion, Providing required material and repair to pot holes including removal of failed material, trimming 878 the sides to vertical , leveling the bottom, cleaning, filled with 75 mm cum Bituminous macadam applying bitumen /emulsion prime coat and tack coat as per Technical Specifications and direction of the Engineer.

0

0

Maintenance of bituminous surface road with Emulsion, Providing required material and repair pot holes including removal of loose material, trimming of 879 sides, cleaning of surface applying tack coat , 20 mm thick pre-mix carpet and seal coat with bitumen emulsion as per Technical Specifications and direction of the Engineer.

0

0

Filling Pot-holes and Patch Repairs with open-Graded Premix surfacing, 20 mm., Providing required material and repair the the pot holes including removal of failed material, trimming and finishing the surface applying tack 880 coat on the sides and base of excavation , backfilling with hot bituminous sqm Material and compaction as per Technical Specification and instruction of the Engineer.

0

#NAME?

Filling Pot-holes and Patch Repairs with Bituminous concrete, 40 mm., Providing required material and repair the pot holes including removal of failed material, trimming and finishing the surface applying tack coat on the 881 sides and base of excavation , backfilling with hot bituminous Material and compaction as per Technical Specification and instruction of the Engineer., Grading I - 19 mm(Nominal size)

0

0

Filling Pot-holes and Patch Repairs with Bituminous concrete, 40 mm., Providing required material and repair the pot holes including removal of failed material, trimming and finishing the surface applying tack coat on the 882 sides and base of excavation , backfilling with hot bituminous Material and compaction as per Technical Specification and instruction of the Engineer., Grading-II 13 mm (Nominal size)

0

0

Crack Filling, Providing and filling of crack using slow - curing bitumen 883 emulsion and applying crusher dust in case crack are wider than 3 mm as per meter Technical Specifications and instruction of the Engineer

0

0

Dusting, Providing and applying crusher dust to areas of road where bleeding 884 of excess bitumen has occurred as per Technical Specifications and direction of sqm the Engineer.

0

0

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road 885 surface including cleaning of surface, mixing of slurry seal in a suitable mobile sqm plant, laying and compacting to provide even riding surface, 5 mm thickness

0

0

0

0

0

#NAME?

0

0

0

0

0

0

Crack Prevention Courses, Bitumen Impregnated Geotextile, Providing and laying a bitumen impregnated geotextile layer after cleaning the road surface, 891 geotextile conforming to requirements of section 2400, laid over a tack coat sqm with 1.05 kg per sqm of paving grade bitumen and constructed as per Drawing and Technical specifications.

0

0

Surface Dressing for maintenance works., Providing and laying surfacing dressing as wearing course in single coat using gravel of specified size for 892 maintenance / repair works as per Technical Specification and instruction of the sqm Engineer., :-19 mm nominal chipping size

0

0

Surface Dressing for maintenance works., Providing and laying surfacing dressing as wearing course in single coat using gravel of specified size for 893 maintenance / repair works as per Technical Specification and instruction of the sqm Engineer., 13 mm nominal size chipping

0

0

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road 886 surface including cleaning of surface, mixing of slurry seal in a suitable mobile sqm plant, laying and compacting to provide even riding surface, 3 mm thickness Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road 887 surface including cleaning of surface, mixing of slurry seal in a suitable mobile sqm plant, laying and compacting to provide even riding surface, 1.5 mm thickness Crack Prevention Courses, Stress Absorbing Membrane (SAM) crack width less than 6 mm, Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder , sprayed at the rate of 9 kg per 10 sqm and 888 sqm spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates as per Drawing and Technical Specifications. Crack Prevention Courses, Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm, Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying , sprayed at the rate of 11 889 sqm kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates as per Drawing and Technical specifications. Crack Prevention Courses, Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 %, Providing and laying a single coat of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 % after cleaning with a mechanical 890 broom, using modified binder , sprayed at the rate of 15 kg per 10 sqm and sqm spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished as per Drawing and Technical specifications.

Surface Dressing for maintenance works., Providing and laying surfacing dressing as wearing course in single coat using gravel of specified size for 894 maintenance / repair works as per Technical Specification and instruction of the sqm Engineer., 9.5 mm nominal size chipping

0

#VALUE!

Surface Dressing for maintenance works., Providing and laying surfacing dressing as wearing course in single coat using gravel of specified size for 895 maintenance / repair works as per Technical Specification and instruction of the sqm Engineer., 6 mm nominal size chipping

0

0

Land Slide Clearance in soil, Clearance of land slides in soil and ordinary rock 896 by a bull-dozer and disposal of the same on the valley side cum

0

0

Land Slide Clearance in soil, Clearance of land slides in soil and ordinary rock 897 by a Loader and disposal of the same on the valley side or loaded to a truck. cum

0

0

Landslide Clearance in Hard Rock Requiring Blasting, Clearing of land slide in 898 hard rock requiring blasting for 50 per cent of the boulders and disposal of the cum same on the valley side.

0

0

Snow Clearance on Roads with Dozer, Snow clearance from road surface by a 899 machine and disposing it on the valley side cum

0

0

Carryout Routine using Labour based method for Local road as per direction of 900 the Engineer,, District Road , Rural road class "A" km

0

0

Carryout Routine using Labour based method for Local road as per direction of 901 the Engineer,, Village Road , Rural road class "B" km

0

0

0

0

0

0

0

0

Excavation of pits/trenches for sub-surface Geo-technical investigation in mixed soil and lifting of material all complete (Length & breath depending 905 upon working condition) as per direction of the Engineer., Depth up to 3 - 4.5 cum m

0

0

Mobilisation and Demobilisation of drilling / Boring equipments, accessories, 906 etc for sub-surface Geo-technical investigation as per direction ., BT Surfaced km-job Road, Speed with load : 15 km / hour.

0

0

Mobilisation and Demobilisation of drilling / Boring equipments, accessories, 907 etc for sub-surface Geo-technical investigation as per direction ., Gravelled km-job Road, Speed with load : 15 km / hour.

0

0

Mobilisation and Demobilisation of drilling / Boring equipments, accessories, 908 etc for sub-surface Geo-technical investigation as per direction ., Earthen road, km-job Speed with load : 15 km / hour.

0

0

Erect dismantle and move boring rig with drilling equipments at each bore hole 909 complete as directed by the Engineer.. nos

0

0

Bore with shell and auger or by percussion method in all soils other than rock to 910 a depth below ground level complete as directed by the Engineer., Depth below meter bed level upto 5.0 m

0

0

Bore with shell and auger or by percussion method in all soils other than rock to 911 a depth below ground level complete as directed by the Engineer., Depth below meter bed level 5.0 m - 10 m

0

0

Bore with shell and auger or by percussion method in all soils other than rock to 912 a depth below ground level complete as directed by the Engineer., Depth below meter bed level 10 m - 15m

0

0

Carryout Routine using Labour based method for Local road as per direction of 902 the Engineer,, Main Trail , Rural road Class "C" Carryout Routine using Labour based method for Local road as per direction of 903 the Engineer,, Village Trail , Rural road Class "D" Excavation of pits/trenches for sub-surface Geo-technical investigation in 904 mixed soil and lifting of material all complete (Length & breath depending cum upon working condition) as per direction of the Engineer., Depth up to 3 m

Bore with shell and auger or by percussion method in all soils other than rock to 913 a depth below ground level complete as directed by the Engineer., Depth below meter bed level 15 m - 20 m

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 914 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, soft Soil, Depth below bed level upto 5.0 M

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 915 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, soft Soil, Depth below bed level 5.0 m - 10 m

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 916 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, soft Soil, Depth below bed level 10 m - 15m

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 917 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, soft Soil, Depth below bed level 15 m - 20 m

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 918 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, soft Soil, Depth below bed level 20 m - 25 m

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 919 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, soft Soil, Depth below bed level > 25 m

0

0

0

0

0

0

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all 923 complete as directed, Soil ( gravel BMS etc), Depth below bed level 15 m - 20 meter m

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all 924 complete as directed, Soil ( gravel BMS etc), Depth below bed level 20 m - 25 meter m

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 925 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soil ( gravel BMS etc), Depth below bed level > 25 m

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 926 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soft Rock, Depth below bed level upto 5.0 m

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 927 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soft Rock, Depth below bed level 5.0 m - 10 m

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 928 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soft Rock, Depth below bed level 10 m - 15m : Add 20

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all 920 complete as directed, Soil ( gravel BMS etc), Depth below bed level upto 5.0 M meter Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all 921 complete as directed, Soil ( gravel BMS etc), Depth below bed level 5.0 m - 10 meter m Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all 922 complete as directed, Soil ( gravel BMS etc), Depth below bed level 10 m - 15m meter

Rotary core drilling in soil /rock and take continuous rock core to a depth 929 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soft Rock, Depth below bed level 15 m - 20 mM

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 930 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soft Rock, Depth below bed level 20 m - 25 mM

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 931 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soft Rock, Depth below bed level > 25

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 932 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Hard Rock, Depth below bed level upto 5.0 m

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 933 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Hard Rock, Depth below bed level 5.0 m - 10 m

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 934 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Hard Rock, Depth below bed level 10 m - 15m

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 935 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Hard Rock, Depth below bed level 15 m - 20 mM

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 936 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Hard Rock, Depth below bed level 20 m - 25 mM

0

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 937 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Hard Rock, Depth below bed level > 25 m

0

0

0 0

0 0

0

0

0

0

Providing and laying precast RCC railing of M 30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to 942 exceed 1 in 500, center to center spacing between vertical post not to exceed meter 2000 mm, leaving adequate space between vertical post for expansion, complete as per Drawings and Technical specifications.

0

0

Providing, fitting and fixing mild steel railing complete as per drawing and 943 Technical Specification m

0

0

Providing and fixing Drainage Spouts complete as per Drawing and Technical 944 specifications. no

0

0

Filler joint, Providing & fixing 2 mm thick corrugated copper plate in expansion 945 joint complete as per drawing & Technical Specification. meter

0

0

, Providing & fixing 20 mm thick compressible fiber board in expansion joint 946 complete as per drawing & Technical Specification. meter

0

0

938 Taking disturbed sample during drilling as directed by the Engineer. nos 939 Taking Undisturbed sample during drilling as directed by the Engineer. nos Carry out Standard penetration test (SPT) during borig as directed by the 940 Engineer nos Providing & installing piezometers at the location of each bore holes for study of fluctuations in water table (Water table studies to be carried out weekly for a period of 3 months) with regular weekly interval and predetermined time & day 941 each week and depth of water recorded with respect to the reduced level. nos Diurnal variations to be noted for 3 selected weeks during the period of observations and reporting.

, Providing and fixing in position 20 mm thick pre-moulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to 947 cater for a horizontal movement upto 20 mm, covered with sealant complete as meter per Drawing and technical specifications.

0

0

0

0

0

0

Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm, Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows 950 duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, meter 1.2 metres high above ground, 2 m center to center, complete as per Drawing and Technical specifications.

0

#NAME?

Tubular Steel Railing on Precast RCC Posts, 1.2 m High Above Ground Level, Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows 951 on precast M 20 grade RCC vertical posts 1.8 metres high (1.2 m above GL) meter with 3 holes 50 mm dia for pipe, fixed 2 metres center to, complete as per Drawing and Technical Specifications.

0

#NAME?

, Providing and filling joint sealing compound as per drawings and technical 948 specifications with coarse sand and 6 per cent bitumen by weight meter Asphaltic Plug joint, Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in 949 traffic direction), covered with a closure plate of 200 mm x 6 mm of weldable meter structural steel conforming to IS: 2062, as per Drawings and Technical Specifications.

Total (Excl. VAT & Contin.) VAT (13%) Contingency (5%) GRAND TOTAL

Government of Nepal Ministry of Physical Infrastructure & Transport Department of Roads Federal Road Supervision & Monitoring Office, Kathmandu ROAD DIVISION HETAUDA Details of Measurement Contra ct Identifi cation No :

0

BH No :

0

Nature of the work :

0

Name of Road :

0

S.N.

Description of Works

Unit

General Operation and maintenance of Temporary diversion of road/ bridge to 1 Carry km-month/LS keep the serviceable out the as serviceable per outroad maintenance of through the existing roadcontract to keepperiod the road specification and instruction of as engineer 2 through Km-month out the contract period per specification and instruction of Providing and installation of project signboards with size of 1.8 x 1.2 m Engineer 3 the nos Providing and establishing camp with as per specification and instruction ofmobilization engineer. and demobilization for 4 contractor's Labour and staff and demolishing after completion of works job Relocation of services / minor infrastructures, as per specifications and 5 as per the specifications and instruction of the Engineer. job instruction of the Engineer. Supply of Project Record as per specifications and instruction of the 6 set Engineer. Reinstatement of quarry sites at the completion of works as instructed by 7 the engineers. disposal of unserviceable materials and stacking of serviceable Material 8 sqm to be used auctioned, up to a leadand of 30 metersofincluding removal and disposal of or unserviceable materials stacking serviceable Material 9 sqm to be used auctioned, upscaffolding to a lead ofwherever 30 meters including sorting removalthe and work, steel or work, including necessary, 10 cum dismantled Material, disposal of unserviceable Material and stacking the Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material 11 cum to be used or auctioned, up to a lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Manual Means:-, Felling and uprooting of bamboo clearing the area, stacking of bamboo and disposing of wastes Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material 12 sqm to be used or auctioned, up to a lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, In area of light jungle (less than 15 number per 100 sqm )

Rate(Without Vat in NRs)

Quantity

0 0 0 0 0 0 0 0 0 0

0

0

Rate in words (Without VAT in NRs)

Amount (Without VAT in NRs)

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material 13 sqm to be used or auctioned, up to a lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, In area of thorny jungle ( more than 15 numbers per 100 sqm)

0

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material 14 cum to be used or auctioned, up to a lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, Felling and uprooting of bamboo clearing the area, stacking of bamboo and disposing of wastes

0

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material 15 sqm to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Manual Means:-, In area of light jungle (less than 15 number per 100 sqm)

0

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and 16 disposal of unserviceable materials and stacking of serviceable Material sqm to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., In area of thorny jungle ( more than 15 numbers per 100 sqm)

0

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material 17 cum to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., Felling and uprooting of bamboo clearing the area, stacking of bamboo and disposing of wastes

0

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material 18 sqm to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, In area of light jungle (less than 15 number per 100 sqm )

0

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material 19 sqm to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, In area of thorny jungle ( more than 15 numbers per 100 sqm)

0

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material 20 cum to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, Felling and uprooting of bamboo clearing the area, stacking of bamboo and disposing of wastes

0

Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of 21 stumps, roots, stacking of serviceable Material with all lifts and up to a lead of 1000 meters and earth filling in the depression/pit., Girth from 300 mm to 600 mm

number

0

Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of 22 stumps, roots, stacking of serviceable Material with all lifts and up to a lead of 1000 meters and earth filling in the depression/pit., Girth from 600 mm to 900 mm

number

0

Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of 23 stumps, roots, stacking of serviceable Material with all lifts and up to a lead of 1000 meters and earth filling in the depression/pit., Girth from 900 mm to 1800 mm

number

0

Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of 24 stumps, roots, stacking of serviceable Material with all lifts and up to a lead of 1000 meters and earth filling in the depression/pit., Girth from 1800 - 2500 mm

number

0

Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of 25 stumps, roots, stacking of serviceable Material with all lifts and up to a lead of 1000 meters and earth filling in the depression/pit., Girth above 2500 mm

number

0

Clearing Grass and Removal of Rubbish and Dressing and levelling the construction surface 26 Clearing grass/ top soil and removal up to a distance of 50 meters outside the periphery of the area , including cutting and filling of small undulation., By Manual Means

sqm

0

Dismantling of kilometer stone including cutting of earth, foundation and 27 disposal of dismantled Material with all lifts and lead upto 1000 m and number back filling of pit., Five KM stone

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 28 dismantled Material, disposal of unserviceable Material and stacking the cum serviceable Material with all lifts and lead of 1000 meters, Lime /Cement Concrete, By Manual Means, Lime Concrete, cement concrete grade M10 and below

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 29 cum dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Lime /Cement Concrete, By Manual Means, Cement Concrete Grade M-15 & M-20

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 30 dismantled Material, disposal of unserviceable Material and stacking the cum serviceable Material with all lifts and lead of 1000 meters, Lime /Cement Concrete, By Manual Means, Pre-stressed / Reinforced cement concrete grade M-20 & above

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 31 cum dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Lime /Cement Concrete, By Mechanical Means, Cement Concrete Grade M-15 & M-20

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 32 dismantled Material, disposal of unserviceable Material and stacking the cum serviceable Material with all lifts and lead of 1000 meters, Lime /Cement Concrete, By Mechanical Means, Prestressed / reinforced cement concrete grade M-20 & above

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 33 cum dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Dismantling Brick / Tile work, In lime mortar

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 34 cum dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Dismantling Brick / Tile work, In cement mortar

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 35 cum dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Dismantling Brick / Tile work, In mud mortar

0

Dismantling of kilometer stone including cutting of earth, foundation and 36 disposal of dismantled Material with all lifts and lead upto 1000 m and number back filling of pit., One KM Stone

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 37 cum dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Dismantling Stone Masonry, Rubble stone masonry in lime mortar

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 38 cum dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Dismantling Stone Masonry, Rubble stone masonry in cement mortar.

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 39 cum dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Dismantling Stone Masonry, Rubble Stone Masonry in mud mortar.

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 40 cum dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Dismantling Stone Masonry, Dry rubble masonry

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 41 cum dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Dismantling Stone Masonry, Dismantling stone pitching/ dry stone spalls.

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 42 dismantled Material, disposal of unserviceable Material and stacking the cum serviceable Material with all lifts and lead of 1000 meters, Dismantling Stone Masonry, Dismantling boulders laid in wire crates including opening of crates and stacking dismantled Material.

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 43 dismantled Material, disposal of unserviceable Material and stacking the cum serviceable Material with all lifts and lead of 1000 meters, Wood Work wrought framed and fixed in frames of trusses upto a height of 5 m above plinth level

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 44 dismantled Material, disposal of unserviceable Material and stacking the tonne serviceable Material with all lifts and lead of 1000 meters, Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet., Including dismembering

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 45 dismantled Material, disposal of unserviceable Material and stacking the tonne serviceable Material with all lifts and lead of 1000 meters, Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet., Excluding dismembering.

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 46 dismantled Material, disposal of unserviceable Material and stacking the number serviceable Material with all lifts and lead of 1000 meters, Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet., Extra over item No( v ) A and( v ) B for cutting rivets.

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 47 dismantled Material, disposal of unserviceable Material and stacking the number serviceable Material with all lifts and lead of 1000 meters, Scraping of Bricks Dismantled from Brick Work including Stacking., In lime/Cement mortar

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 48 number dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Scraping of Bricks Dismantled from Brick Work including Stacking., In mud mortar

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 49 cum dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Scraping of Stone from Dismantled Stone Masonry, In cement and lime mortar

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 50 cum dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Scraping of Stone from Dismantled Stone Masonry, In Mud mortar

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 51 sqm dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lifts and lead of 1000 meters, Scarping Plaster in Lime or Cement Mortar from Brick/ Stone Masonry

0

Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including 52 disposal of dismantled Material with all lifts and up to a lead of 1000 metres, stacking serviceable Material and unserviceable Material separately.

meter

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 53 dismantled Material, disposal of unserviceable Material and stacking the meter serviceable Material with all lifts and lead of 1000 meters, Removing all type of Hume Pipes and Stacking within a lead of 50 metres including Earthwork and Dismantling of Masonry Works., Up to 600 mm dia

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the 54 meter serviceable Material with all lifts and lead of 1000 meters, Removing all type of Hume Pipes and Stacking within a lead of 50 metres including Earthwork and Dismantling of Masonry Works., Above 600 mm to 900 mm dia

0

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the 55 dismantled Material, disposal of unserviceable Material and stacking the meter serviceable Material with all lifts and lead of 1000 meters, Removing all type of Hume Pipes and Stacking within a lead of 50 metres including Earthwork and Dismantling of Masonry Works., Above 900 mm

0

56

Dismantling of Flexible Pavements, Dismantling of flexible pavements and disposal of dismantled Material up to a lead of 1000 metres, stacking serviceable and unserviceable Material separately, By Manual Means, Bituminous courses

cum

0

57

Dismantling of Flexible Pavements, Dismantling of flexible pavements and disposal of dismantled Material up to a lead of 1000 metres, stacking serviceable and unserviceable Material separately, By Manual Means, Granular courses

cum

0

58

Dismantling of Flexible Pavements, Dismantling of flexible pavements and disposal of dismantled Material up to a lead of 1000 metres, stacking serviceable and unserviceable Material separately, By Mechanical Means, Bituminous course

cum

0

cum

0

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume 59 and stock piling at designated locations and disposal of dismantled Material up to a lead of 1000 metres, stacking serviceable and unserviceable Material separately

Dismantling guard rails by manual means and disposal of dismantled 60 Material with all lifts and up to a lead of 1000 metres, stacking serviceable Material and unserviceable Material separately.

meter

0

meter

0

meter

0

meter

0

Removal of cement concrete pipe of sewer gutter 1500 mm dia including disposal with all lifts and up to a lead of 1000 metres and stacking of meter serviceable and unserviceable Material separately but excluding earth excavation and dismantling of masonry works.

0

Dismantling Kerb stone by manual means and disposal of dismantled Material with all lifts and up to a lead of 1000 meter Dismantling Kerb stone channel by manual means and disposal of 62 dismantled Material with all lifts and up to a lead of 1000 meter 61

Dismantling of CI water pipe line upto 600 mm dia including disposal 63 with all lifts and lead upto 1000 metres and stacking of serviceable Material and unserviceable Material separately . 64

Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of 65 concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable Material separately

nos

0

Reinforced Soil wall Structure with Tera Mesh System (TMS) Facing:, Providing and fixing Flexible Geogrids ( e.g. Paralink) as primary reinforcement for composite soil reinforcement system, made of 66 polyester core with polyethylene coating including secondary sqm reinforcement of Terramesh system (TMS) as per Specifications Clause 2402 with Zinc +PVC coated as Facing material, laying of Geo textile, drainage gallery filling with boulder all complete as per Specifications

0

Reinforced Soil wall Structure with Green Terra Mesh (GTM) Facing:, Providing and fixing Flexible Geogrids ( e.g. Paralink) as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating with design life >100 years including secondary reinforcement of Green Terramesh system (GTM) 67 sqm as per Specifications Clause 2402 with Zn+PVC coated with Bio-Mat, Steel Greed made of MS bar (10 mm dia and grid size 160 mm x 160 mm), 3 nos of anchor bars of 10 mm dia to maintain the slope of GTM, laying of Geo textile, drainage gallery filling with boulder etc. all complete as per Specifications.

0

Reinforced Soil wall Structure with Concrete Facing:, Providing and fixing Flexible Geogrids ( e.g. Paralink) as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating with design life >100 years including secondary reinforcement of Green Terramesh system (GTM) as per Specifications Clause 2402 with Zn+PVC coated with Bio-Mat, Steel Greed made of 68 sqm MS bar (10 mm dia and grid size 160 mm x 160 mm), 3 nos of anchor bars of 10 mm dia to maintain the slope of GTM, laying of Geo textile, drainage gallery filling with boulder etc. all complete as per Specifications., High Strength Flexible Geogrids ( made of polyester core with polyethylene coating) with Strength as per design ( at least 200 KN/ m)

0

Reinforced Soil wall Structure with Concrete Facing:, Providing and fixing Flexible Geogrids ( e.g. Paralink) as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating with design life >100 years including secondary reinforcement of Green Terramesh system (GTM) as per Specifications 69 sqm Clause 2402 with Zn+PVC coated with Bio-Mat, Steel Greed made of MS bar (10 mm dia and grid size 160 mm x 160 mm), 3 nos of anchor bars of 10 mm dia to maintain the slope of GTM, laying of Geo textile, drainage gallery filling with boulder etc. all complete as per Specifications., Para web 50 KN and 100 ken each

0

Boundary pillar, Providing and fixing of Reinforced cement concrete M 15 grade boundary pillars of standard design Drawing ( top 150 mm dia, bottom 200 mm dia having 1.05 m height, 300 mm above ground and 70 750 mm below ground with 6 mm dia bar two main bar having 1.84 m nos length each and 5 stirrups fixed in position including finishing and lettering but excluding painting as per Drawing and Technical Specifications.

0

GI Barbed Wire Fencing 1.2 Meter high with RCC post, Providing and fixing 1.8 meters high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 meters center to center founded in M 15 grade cement concrete, 0.6 meter below ground level, every 15th post, last but 71 one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Drawing and Technical Specifications

meter

0

GI Barbed Wire Fencing 1.8 Meter High with RCC post, Providing and fixing 1.8 m high GI barbed wire fencing with 2.4 m RCC M 15 grade 150 mm x 150 mm concrete post placed every 3 m center-to-center founded in M 15 grade cement concrete, 0.6 m below ground level, 72 every 15th post, last but one end post and corner post shall be strutted meter on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Drawing and Technical Specifications.

0

GI Barbed Wire Fencing 1.2 Meter High on Angle Iron, Providing and fixing 1.2 meters high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 meters center to center founded in M 15 grade cement concrete, 0.6 meter below ground level, every 73 meter 15th post, end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Drawing and Technical Specifications.

0

GI Barbed Wire Fencing 1.8 Meter High, Providing and fixing 1.8 meters high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 meters center to center founded in M 15 grade cement concrete, 0.6 meter below ground level, every 15th post, last but 74 meter one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Drawing and Technical Specifications

0

Field Test, Carryout Pile Load Test up to 200 tones including all 75 consumable and accessories as per test procedure mentioned in the Technical Specifications.

nos/day

0

set

0

set

0

Man-month

0

no. of reading

0

no of reading

0

Laboratory Setup including supply of electricity, water, gas and heating etc. Providing, installing and maintaining Quality control laboratory with 77 equipment as specified in the Technical Specifications. 78 Operation of Laboratory with Technical support of Laboratory staff Field Test, Carryout Axle load survey including all consumables and 79 accessories. Field Test, Carryout Benkelman Beam Deflection Test including all 80 consumables and accessories. 76

Field Test, Carryout Field Density test of sub grade/ sub base/ base test 81 by Sand replacement Method as per procedure mentioned in the nos Technical Specifications. 82

Field Test, Sampling from Subgrade, Sub base, base and Wearing Course

0

nos

0

Field Test, Carryout Rapid Determination of CBR by dynamic core 83 penetrometer as per test procedure mentioned in the Technical Specifications.

point

0

Field Test, Carryout Measurement of Pavement Thickness including all 84 consumable and accessories as per test procedure mentioned in the Technical Specifications.

point

0

Laboratory Test, Carryout Shear test of disturbed sample including all 85 consumable and accessories as per test procedure mentioned in the Technical Specifications.

nos

0

Field Test, Coring of asphalt concrete Sample from pavement including 86 all consumable and accessories as per test procedure mentioned in the nos/day Technical Specifications.

0

Field Test, Carryout Schmidt Hammer Test including all consumable and 87 accessories as per test procedure mentioned in the Technical no Specifications.

0

Field Test, Carryout Bridge Load test (Load testing of one or more spans of bridge as selected by the Engineer as per approved load test 88 procedure following relevant IS/IRC codes including deflection nos measuring instruments, loading materials, recoding and analyzing the load testing results cleaning of girder after load test, etc.)

0

89

Laboratory Test, Sample preparation for inappropriate sample by crushing for LAA, ACV, AIV test including all consumable and accessories as per test procedure mentioned in the Technical Specifications.

nos

0

Laboratory Test, Carry out Grain size Analysis including all consumable 90 and accessories as per test procedure mentioned in the Technical nos Specifications.

0

Providing and Laying Reinforced cement concrete NP3 Flush jointed 91 pipe for culverts including fixing with cement mortar 1:2 as per Drawing and Technical Specifications., 900 mm internal dia.

meter

0

Providing, jointing and laying HDPE pipes with or without collar etc. 92 complete in place as per Drawing and Technical Specifications., a) 110 mm/125 mm outer dia.

meter

0

Providing and Laying Reinforced cement concrete NP3 Flush jointed 93 pipe for culverts including fixing with cement mortar 1:2 as per Drawing and Technical Specifications., 300 mm internal dia.

meter

0

Providing and Laying Reinforced cement concrete NP3 Flush jointed 94 pipe for culverts including fixing with cement mortar 1:2 as per Drawing and Technical Specifications., 450 mm internal dia.

meter

0

Providing and Laying Reinforced cement concrete NP3 Flush jointed 95 pipe for culverts including fixing with cement mortar 1:2 as per Drawing and Technical Specifications., 600 mm internal dia.

meter

0

Providing and Laying Reinforced cement concrete NP3 Flush jointed 96 pipe for culverts including fixing with cement mortar 1:2 as per Drawing and Technical Specifications., 1000 mm internal dia.

meter

0

Providing and Laying Reinforced cement concrete NP3 Flush jointed 97 pipe for culverts including fixing with cement mortar 1:2 as per Drawing and Technical Specifications., 1200 mm internal dia.

meter

0

Providing and Laying Reinforced cement concrete NP3 Collar jointed 98 pipe for culverts including fixing collar with cement mortar 1:2 as per Drawing and Technical Specifications., 300 mm internal dia.

meter

0

Providing and Laying Reinforced cement concrete NP3 Collar jointed 99 pipe for culverts including fixing collar with cement mortar 1:2 as per Drawing and Technical Specifications., 450 mm internal dia.

meter

0

Providing and Laying Reinforced cement concrete NP3 Collar jointed 100 pipe for culverts including fixing collar with cement mortar 1:2 as per Drawing and Technical Specifications., 600 mm internal dia.

meter

0

Providing and Laying Reinforced cement concrete NP3 Collar jointed 101 pipe for culverts including fixing collar with cement mortar 1:2 as per Drawing and Technical Specifications., 900 mm internal dia.

meter

0

Providing and Laying Reinforced cement concrete NP3 Collar jointed 102 pipe for culverts including fixing collar with cement mortar 1:2 as per Drawing and Technical Specifications., 1000 mm internal dia.

meter

0

Providing and Laying Reinforced cement concrete NP3 Collar jointed 103 pipe for culverts including fixing collar with cement mortar 1:2 as per Drawing and Technical Specifications., 1200 mm internal dia.

meter

0

Providing and laying concrete channeling as per Drawing and Technical Specifications., Cast in situ Providing and laying concrete channeling as per Drawing and Technical 105 Specifications., Pre cast 106 Laying (Joining) of Precast concrete panel meter 104

Earthwork Excavation in Cutting., Roadway Excavation in all types of Soil by Manual Means ., Roadway Excavation in all types of soil as per 107 drawing and technical specification, including removal of stumps and other deleterious matter, with all lifts and lead as per Drawing and instruction of the Engineer.

0 0 0

cum

0

Earthwork Excavation in Cutting., Roadway Excavation in all types of Soil by Mechanical Means ., Road way Excavation in all types of soil as 108 per Drawing and technical specifications including removal of stumps cum and other deleterious matter, all lifts and lead as per Drawing and instruction of the Engineer.

0

Earthwork Excavation in Cutting., Roadway Excavation in ordinary rock by Manual Means ., Roadway Excavation in ordinary rock as per cum Drawing and Technical specification, including all lift and lead as per Drawing and instruction of the Engineer.

0

Earthwork Excavation in Cutting., Roadway Excavation in ordinary rock by Mechanical Means ., Roadway Excavation in ordinary rock as per 110 cum Drawing and Technical specification, including all lift and lead as per Drawing and instruction of the Engineer.

0

111

Earthwork Excavation in Cutting., Roadway Excavation in Hard Rock, mechanical Drilling, Roadway Excavation in hard rock with mechanical cum drilling, including blasting and breaking, and disposal of cut road within all lifts and leads as per Drawing and instruction of the Engineer.

0

112

Earthwork Excavation in Cutting., Excavation in Hard Rock, manual Drilling, Roadway excavation in hard rock with manual drilling, blasting, cum breaking, lifts and leads all complete as per Drawing and instruction of the Engineer.

0

113

Earthwork Excavation in Cutting., Excavation in Hard Rock (blasting prohibited), Roadway Excavation in hard rock with rock breakers, cum including breaking rock, lifts and lead for disposal as per Drawing and Technical Specifications, Mechanical method, lead upto 30 m

0

114

Earthwork Excavation in Cutting., Excavation in Hard Rock (blasting prohibited), Roadway Excavation in hard rock manually chiseling including breaking rock, lifts and lead for disposal as per Drawing and Technical Specifications ,

cum

0

115

Earthwork Excavation in Cutting., Excavation in Hard Rock (blasting prohibited), Roadway Excavation in hard rock manually with use of chemical, including breaking rock, disposal within all lifts and lead as per Drawing and Technical Specifications

cum

0

116

Earthwork Excavation in Cutting., Excavation in Marshy Soil, Roadway cum Excavation in marshy soil as per Drawing and Technical Specifications

0

109

Removal of Unserviceable Soil with Disposal upto 1000 meters, 117 Removal of unserviceable soil including excavation, loading and disposal upto 1000 meters lead

cum

0

Trimming/ Rock Excavation Slopes, Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of 118 explosives and blasting accessories in properly aligned and spaced drill sqm holes, collection of the excavated rock by machine, with all lifts and lead as per Drawing and instruction of the Engineer.

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, 119 removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Ordinary soil by Manual Means, Depth upto 3 m

cum

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, 120 removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Ordinary soil by Manual Means, Depth 3 m to 6 m

cum

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, 121 removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Ordinary soil by Manual Means, Depth above 6 m

cum

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, 122 removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Ordinary soil by Mechanical Means, Depth upto 3 m

cum

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, 123 removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Ordinary soil by Mechanical Means, Depth 3 m to 6 m

cum

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, 124 removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Ordinary soil by Mechanical Means, Depth above 6 m

cum

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps and other deleterious matter and backfilling with 125 approved Material as per Drawing and Technical Specifications., Ordinary Rock (not requiring blasting) by Manual Means, Depth upto 3 m

cum

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps and other deleterious matter and backfilling with 126 cum approved Material as per Drawing and Technical Specifications., Ordinary Rock (not requiring blasting) by Mechanical Means, Depth upto 3m

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, 127 removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Hard Rock ( requiring blasting ) by Manual Means

cum

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, 128 removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Hard Rock ( blasting prohibited ) by Mechanical Means

cum

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, 129 removal of stumps and other deleterious matter and backfilling with cum approved Material as per Drawing and Technical Specifications., Marshy Soil by Manual Means, Depth upto 3 m

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, 130 removal of stumps and other deleterious matter and backfilling with cum approved Material as per Drawing and Technical Specifications., Marshy Soil by Mechanical Means

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, 131 removal of stumps and other deleterious matter and backfilling with approved Material as per Drawing and Technical Specifications., Back Filling in Marshy Foundation Pits

cum

0

Stripping and Storing Top Soil, Stripping, storing of top soil by road side at 15 m internal and re-application on embankment slopes, cut slopes 132 and other areas in localities where the available embankment Material is cum not conducive to plant growth as per Drawing and Technical Specifications.

0

Stripping, Storing and Re-laying Top Soil from Borrow Areas in Agriculture Fields., Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying 133 after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels to the satisfaction of the farmer as per Drawing and Technical Specifications.

cum

0

Preparation and Surface Treatment of Formation., Preparation and surface treatment of Formation by removing mud and slurry, watering to sqm the extent needed to maintain desired moisture content , compacting all complete as per Drawing and Technical Specifications.

0

134

Construction of Embankment with Material obtained from Borrow pits, 135 Providing, laying, spreading and compacting embankment with borrow material as per Drawing and Technical Specifications.

cum

0

136

Construction of Embankment with Material Deposited from Roadway Cutting, Providing, laying, spreading and compacting embankment with cum roadway cutting material and compact to the required density as per Drawing and Technical Specifications.( Manually)

0

137

Construction of Embankment with Material Deposited from Roadway Cutting, Providing, laying, spreading and compacting embankment with cum roadway cutting material and compact to the required density as per Drawing and Technical Specifications. (With machine)

0

Construction of Rock fill Embankment, Providing and laying of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface 138 cum voids with stone spalls, blinding top layer with granular Material, rolled to required density all complete as per Drawing and Technical Specifications.

0

Providing suitable material and Back filling behind abutment, wing wall 139 and return wall complete as per Drawing and Technical Specifications., Granular Material

cum

0

Providing suitable material and Back filling behind abutment, wing wall 140 and return wall complete as per Drawing and Technical Specifications., Sandy Material

cum

0

141

Providing suitable material and Back filling behind abutment, wing wall and return wall complete as per Drawing and Technical Specifications., cum Locally available Material including compaction by tamping rod ( without watering)

0

142

Providing suitable material and Back filling behind abutment, wing wall and return wall complete as per Drawing and Technical Specifications., cum Locally available Material, with out watering and compaction by tamping rod

0

Providing and laying of Filter media with granular Material/stone crushed aggregates to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the 143 cum entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

0

144

Scarifying Existing road Surface to a Depth of 50 mm by Manual Means, Scarifying the existing road surface to a depth of 50 mm sqm and disposal of scarified Material with all lifts and leads as per Drawing and Technical Specifications.

0

145

Scarifying Existing road Surface to a Depth of 50 mm by Manual Means, Scarifying the existing granular road surface to a depth of 50mm and disposal of scarified Material with all lifts and leads within Right of way as per Drawing and Technical Specifications.

sqm

0

146

Scarifying Existing road Surface to a depth of 50 mm by Mechanical Means, Scarifying the existing road surface to a depth of 50 mm and sqm disposal of scarified Material with in all lifts and lead as per Drawing and Technical Specifications.

0

Scarifying Existing road Surface to a depth of 50 mm by Mechanical Means, Scarifying the existing bituminous road surface to a depth of 50 147 sqm mm and disposal of scarified Material with in all lifts and lead as per Drawing and Technical Specifications.

0

148

Construction of Subgrade and Earthen Shoulders with approved Material ( capping layer), Providing and laying sub-grade and earthen shoulders with approved Material obtained from borrow pits with all lifts & leads as per Drawing and Technical Specifications.

sqm

0

149

Compacting Original Ground, Compacting original ground supporting sub-grade, Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers as per Drawing and Technical Specifications.

sqm

0

Compacting Original Ground, Compacting original ground supporting embankment, Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of 150 sqm embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve dry density as per Drawing and Technical Specifications.

0

Lime Stabilization for Improving Sub-grade, Providing , laying and spreading available soil with 3 per cent slaked lime having minimum 151 content of 70 per cent of CaO, mixing, grading and compacting at OMC sqm to the desired density to form a layer of sub grade as per Drawing and Technical Specifications., By Mechanical Means

0

Lime Stabilization for Improving Sub-grade, Providing , laying and spreading available soil with 3 per cent slaked lime having minimum 152 content of 70 per cent of CaO, mixing, grading and compacting at OMC sqm to the desired density to form a layer of sub grade as per Drawing and Technical Specifications., By Manual Means

0

Providing and laying granular sub-base on prepared surface, mixing 153 at OMC, and compacting to achieve the desired density, complete as per Drawing and Technical Specifications., By Mechanical means

cum

0

Providing and laying granular sub-base on prepared surface, mixing 154 at OMC, and compacting to achieve the desired density, complete as per Drawing and Technical Specifications., By manual Means

cum

0

Providing, laying and spreading soil on a prepared sub grade, pulverizing, adding the designed quantity of cement to the spread soil, mixing in place , grading and compacting at OMC to achieve the 155 cum desired unconfined compressive strength and to form a layer of subbase/base as per Drawing and Technical Specifications., For 4 per cent quantity of cement by weight of soil

0

Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in 156 place , grading and compacting at OMC to achieve the desired cum unconfined compressive strength and to form a layer of sub-base/base as per Drawing and Technical Specifications.

0

Making 50 mm x 50 mm furrows, 50 mm deep, 450 to the center line of the road and at one meter interval in the existing thin bituminous sqm wearing coarse including sweeping and disposal of excavated Material ., 25 mm deep furrow cutting

0

Providing, laying, spreading and compacting screening / coarse sand of 158 specified grade in uniform layer on a prepared surface and compacting cum to form a inverted Choke as per Drawing and Technical Specifications.

0

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill 159 up the interstices of coarse aggregate, watering and compacting to the required density as per Drawing and Technical Specifications., By Manual Means, By using stone screening 13.2mm and Vibratory roller

cum

0

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the 160 required density as per Drawing and Technical Specifications., By Manual Means, By using stone screening 13.2mm and Smooth 3 wheeled steel roller

cum

0

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the 161 required density as per Drawing and Technical Specifications., By Manual Means, By using stone screening 11.2 mm for grading-II and Vibratory roller

cum

0

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the 162 required density as per Drawing and Technical Specifications., By Manual Means, By using stone screening 11.2 mm for grading-II and Smooth 3 wheeled

cum

0

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the 163 required density as per Drawing and Technical Specifications., By Mechanical Means:, By using stone screening 13.2 mm for grading-II and vibratory roller

cum

0

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the 164 required density as per Drawing and Technical Specifications., By Mechanical Means:, By using stone screening 13.2 mm for grading-II and Smooth 3 wheeled steel roller

cum

0

157

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the 165 required density as per Drawing and Technical Specifications., By Mechanical Means:, By using stone screening 11.2 mm for grading-II and Smooth 3 vibratory roller

cum

0

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the 166 required density as per Drawing and Technical Specifications., By Mechanical Means:, By using stone screening 11.2 mm for grading-II and Smooth 3 wheeled steel roller

cum

0

167

Providing and laying Crusher Run Macadam on a prepared surface, spreading and mixing , watering and compacting to form a layer of subcum base/Base course as per Drawing and Technical Specifications., By Mix in Place Method

0

168

Providing and laying Crusher Run Macadam on a prepared surface, spreading and mixing , watering and compacting to form a layer of subcum base/Base course as per Drawing and Technical Specifications., By Mix in Place Method

0

Providing and laying Median and Island above road level with approved 169 Material deposited including compacted as per Drawing and cum Specifications. ( using material from Roadway excavation).

0

Providing and laying Median and Island above road level with approved 170 Material deposited including compacted as per Drawing and cum Specifications. ( using material from borrow area). 171 "12.10"

0 0

Providing and making footpath/separator of 150 mm compacted granular sub base and 25 mm thick cement concrete grade M 15, over 172 laid with pre-cast concrete tiles in cement mortar 1:3 including provision cum of all drainage arrangements but excluding Kerb channel as per Drawing and Technical Specifications.

0

Providing laying, spreading watering, levelling and compaction of Telford cum base ( Block pitching) as per Drawing and Technical Specifications.

0

Providing, laying, spreading and compacting stone aggregates of specific sizes to dry bound macadam including spreading in uniform thickness, hand packing, rolling and brooming requisite type of 174 cum screening/ binding Materials to fill up the interstices of coarse aggregate, and compacting to the required density as per Drawing and Technical Specifications., By Manual Means, Grading-I

0

Providing, laying, spreading and compacting stone aggregates of specific sizes to dry bound macadam including spreading in uniform thickness, hand packing, rolling and brooming requisite type of 175 cum screening/ binding Materials to fill up the interstices of coarse aggregate, and compacting to the required density as per Drawing and Technical Specifications., By Manual Means, Grading-II

0

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with 176 water at OMC laying in uniform layers in sub- base / base course on cum well prepared surface and compacting to achieve required density as per Drawing and Technical Specifications., Base course with B1 material

0

173

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with 177 water at OMC laying in uniform layers in sub- base / base course on cum well prepared surface and compacting to achieve required density as per Drawing and Technical Specifications., Base course with B2 material

0

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC laying in uniform layers in sub- base / base course on 178 cum well prepared surface and compacting to achieve required density as per Drawing and Technical Specifications., Sub Base course with S1 material

0

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC laying in uniform layers in sub- base / base course on 179 cum well prepared surface and compacting to achieve required density as per Drawing and Technical Specifications., Sub Base course with S2 material

0

Prime Coat, Prime Coat, with MC 30 / 70 by Mechanical Means, Providing and applying prime coat with Hot Bitumen ( including cutter) 180 on prepared surface of granular base including cleaning of road surface lit and spraying by mechanical means as per Technical Specification ., Bitumen ( cutback) MC 30 ( for WBM)

0

Prime Coat, Prime Coat, with MC 30 / 70 by Mechanical Means, Providing and applying prime coat with Hot Bitumen ( including cutter) on prepared surface of granular base including cleaning of road surface 181 lit and spraying by mechanical means as per Technical Specification ., Bitumen ( cutback) MC 30 ( for stabilized soil base/ crusher run macadam)

0

, Prime Coat, with MC 30 / 70 by Bitumen , by manual means, Providing and applying prime coat with Hot Bitumen(including cutter) on prepared 182 surface of granular base including cleaning of road surface and spraying lit at specified rate by manual means as per Technical Specification . , Bitumen ( cutback) MC 30 ( for WBM)

0

, Prime Coat, with MC 30 / 70 by Bitumen , by manual means, Providing and applying prime coat with Hot Bitumen(including cutter) on prepared surface of granular base including cleaning of road surface and spraying 183 lit at specified rate by manual means as per Technical Specification . , Bitumen (cut back )MC 70 ( for stabilized soil base/ crusher run macadam)

0

184

, Prime Coat, with Emulsion by Mechanical Means, Providing and applying primer coat with Bitumen emulsion on prepared surface of lit granular base including cleaning of road surface and spraying primer at specified rate using mechanical means as per Technical Specification .

0

185

, Prime Coat with emulsion, for manual works, Providing and applying primer coat with Bitumen emulsion on prepared surface of granular lit base including cleaning of road surface and spraying primer at specified rate as per Technical Specification.

0

Tack Coat, Tack coat with Bitumen By Mechanical Means, Providing and 186 applying tack coat with hot Bitumen at specified rate on the prepared lit non-bituminous surfaces including cleaning as per Technical Speciation .

0

, Tack coat with Bitumen by Manual Means, Providing and applying tack 187 coat with hot Bitumen at the specified rate the prepared surfaces lit including cleaning as per Technical Speciation .

0

, Tack coat with Emulsion By Mechanical Means, Providing and applying 188 tack coat with Bitumen emulsion at specified rate on the prepared non- lit bituminous surfaces including cleaning as per Technical Speciation .

0

, Tack coat with Emulsion By Manual Means, Providing and applying 189 tack coat with Bitumen emulsion at the specified rate the prepared surfaces including cleaning as per Technical Speciation .

0

lit

Bituminous Macadam, Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per specification 190 premixed with bituminous binder, laid over a previously prepared surface cum as per Drawing and Technical Specifications. , Grading I ( 40 mm nominal size )

0

191 freshly laid tack coat

0

Bituminous Macadam, Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per specification 192 premixed with bituminous binder, laid over a previously prepared surface cum as per Drawing and Technical Specifications. , Grading II(19 mm nominal size)

0

193 freshly laid tack coat

0

Bituminous Penetration Macadam, Providing and laying penetration macadam over prepared Base by providing a layer of compacted 194 crushed coarse aggregate with applications of bituminous binder and key aggregates as per Drawing and Technical Specifications., 50 mm thick

sqm

0

Bituminous Penetration Macadam, Providing and laying penetration macadam over prepared Base by providing a layer of compacted 195 crushed coarse aggregate with applications of bituminous binder and key aggregates as per Drawing and Technical Specifications., 75 mm thick

sqm

0

Dense Graded Bituminous Macadam, Providing and laying dense bituminous macadam using crushed aggregates of specified grading, cum premixed with bituminous binder and filler as per Drawing and Technical Specifications., Grading - I 40 mm (Nominal Size)

0

196

197 freshly laid tack coat

0

Dense Graded Bituminous Macadam, Providing and laying dense bituminous macadam using crushed aggregates of specified grading, 198 cum premixed with bituminous binder and filler as per Drawing and Technical Specifications., Grading - II 19 mm (Nominal Size)

0

199 freshly laid tack coat

0

Bituminous Concrete / Asphalt Concrete, Providing and laying Bituminous concrete/ Asphalt concrete using crushed aggregates of 200 specified grading, premixed with bituminous binder and filler as per Drawing and Technical Specifications, Grading - I-19 mm (Nominal Size)

cum

201 freshly laid tack coat Bituminous Concrete / Asphalt Concrete, Providing and laying Bituminous concrete/ Asphalt concrete using crushed aggregates of 202 specified grading, premixed with bituminous binder and filler as per Drawing and Technical Specifications, Grading - II-13 mm (Nominal Size) 203 freshly laid tack coat

0

0

cum

0

0

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied 204 layer of bituminous binder on prepared surface as per Drawing and sqm Technical Specifications., MECHANICAL MEANS, 19 mm nominal chipping size

0

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied 205 layer of bituminous binder on prepared surface as per Drawing and sqm Technical Specifications., MECHANICAL MEANS, 13 mm nominal size chipping

0

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied 206 layer of bituminous binder on prepared surface as per Drawing and sqm Technical Specifications., MECHANICAL MEANS, 10 mm nominal size chipping

0

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied 207 layer of bituminous binder on prepared surface as per Drawing and sqm Technical Specifications., MECHANICAL MEANS, 6.0 mm nominal size chipping

0

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied 208 layer of bituminous binder on prepared surface as per Drawing and sqm Technical Specifications., MANUAL MEANS, 19 mm nominal size chipping

0

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied 209 layer of bituminous binder on prepared surface as per Drawing and sqm Technical Specifications., MANUAL MEANS, 13 mm nominal size chipping

0

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied 210 layer of bituminous binder on prepared surface as per Drawing and sqm Technical Specifications., MANUAL MEANS, 10 mm nominal size chipping

0

Pre-coating Chips, Pre-coating of chips with 1 per cent of paving 211 bitumen by weight of chips in a suitable mixer duly heated to 160 degree cum C as per Technical Specification

0

20 mm thick Open-Graded Premix Carpet using Bituminous (Paving bitumen / Modified bitumen) Binder, Providing and laying open-graded 212 premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm sqm aggregates as wearing course on a previously prepared base as per drawing and Technical Specifications ., By Manual Means

0

20 mm thick Open-Graded Premix Carpet using Bituminous (Paving bitumen / Modified bitumen) Binder, By Mechanical Means, Providing and laying open-graded premix carpet of 20 mm thickness composed of 213 sqm 13.2 mm to 5.6 mm aggregates as wearing course on a previously prepared base as per drawing and Technical Specifications ., Mechanical method using Hot Mix Plant

0

20 mm thick Open-Graded Premix Carpet using Bituminous (Paving bitumen / Modified bitumen) Binder, By Mechanical Means, Providing and laying open-graded premix carpet of 20 mm thickness composed of 214 sqm 13.2 mm to 5.6 mm aggregates as wearing course on a previously prepared base as per drawing and Technical Specifications ., OpenGraded Premix Surfacing using cationic Bitumen Emulsion

0

Close Graded Premix Surfacing/Mixed Seal Surfacing , Mechanical means using HMP of appropriate capacity ,, Providing and laying closegraded premix surfacing material of 20 mm thickness composed of 11.2 215 sqm mm to 0.09 mm or 13.2 mm to 0.09 mm aggregates using bitumen as wearing course on a previously prepared base, including mixing in a suitable plant as per Drawing and Technical Specifications., Type - A

0

Close Graded Premix Surfacing/Mixed Seal Surfacing , Mechanical means using HMP of appropriate capacity ,, Providing and laying closegraded premix surfacing material of 20 mm thickness composed of 11.2 216 sqm mm to 0.09 mm or 13.2 mm to 0.09 mm aggregates using bitumen as wearing course on a previously prepared base, including mixing in a suitable plant as per Drawing and Technical Specifications., Type - B

0

217

Seal Surfacing, Providing and laying seal coat sealing the voids in a bituminous surface as per Drawing and Technical Specifications.

sqm

0

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water 218 on a road surface including cleaning of surface, mixing of slurry seal in a sqm suitable mobile plant, laying and compacting to provide even riding surface as per Drawing and Technical Specifications., 5 mm thickness

0

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water 219 on a road surface including cleaning of surface, mixing of slurry seal in a sqm suitable mobile plant, laying and compacting to provide even riding surface as per Drawing and Technical Specifications., 3 mm thickness

0

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water 220 on a road surface including cleaning of surface, mixing of slurry seal in a sqm suitable mobile plant, laying and compacting to provide even riding surface as per Drawing and Technical Specifications., 1.5 mm thickness

0

221

Fog Spray, Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration sqm in an existing bituminous surfacing as per Drawing and Technical Specifications.

0

222

Fog Spray, Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration sqm in an existing bituminous surfacing as per Drawing and Technical Specifications., Blind the fog spray

0

Bituminous Cold Mix ( Including Gravel Emulsion), Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, 223 cum including mixing in a plant of suitable type as per Drawing and Technical Specifications., Using bitumen emulsion and 9.5 mm or 13.2 mm size aggregate

0

Bituminous Cold Mix ( Including Gravel Emulsion), Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, 224 cum including mixing in a plant of suitable type as per Drawing and Technical Specifications., Using bitumen emulsion and 19 mm or 26.5 mm nominal size aggregate

0

Bituminous Cold Mix ( Including Gravel Emulsion), Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, 225 cum including mixing in a plant of suitable type as per Drawing and Technical Specifications., Using cutback bitumen and 9.5 mm or 13.2 mm nominal size aggregate

0

Bituminous Cold Mix ( Including Gravel Emulsion), Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, 226 cum including mixing in a plant of suitable type as per Drawing and Technical Specifications., Using cutback bitumen and 19 mm or 26.5 mm nominal size aggregate

0

Sand Asphalt Base Course, Providing, laying and rolling sand-asphalt base course composed of sand, mineral filler and bituminous binder on cum a prepared sub-grade or sub-base as per Drawing and Technical Specifications.

0

227

Anti- Stripping agent, Providing and mixing of Anti stripping agent as kg per Design/ direction of Engineer Bitumen Cutter, Providing and mixing of Bitumen cutter as per design 229 lit / direction of Engineer 228

0 0

230

Modified Binder, Supply of modified binder (produced by mixing bitumen with modifier such as natural rubber or crumb rubber or any other tonne polymer found compatible with bitumen) as per Specifications and direction of the Engineer.

0

231

Otta seal, Providing and laying Otta seal surface as wearing course in single coat using river bed shingles /aggregates of specified size ( 0- 16 sqm mm) laid on prepared surface as per Drawing and Technical Specifications.

0

Recipe Cold Mix, Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing 232 plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tired roller initially and finished with a smooth steel wheel roller, all as per specifications., 75 mm thickness

cum

0

Recipe Cold Mix, Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing 233 plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tired roller initially and finished with a smooth steel wheel roller, all as per specifications., 40 mm thickness

cum

0

Recipe Cold Mix, Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing 234 plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tired roller initially and finished with a smooth steel wheel roller, all as per specifications., 25 mm thickness

cum

0

Mastic Asphalt, Providing and laying 25 mm thick mastic asphalt wearing course excluding prime coat with paving grade bitumen including 235 providing antiskid surface with bitumen pre-coated fine grained hard sqm stone chipping at an spacing of 10 cm center to center in both directions all complete as per Drawing and Technical specifications.

0

Brick work for footpath, Providing and laying flat brick over 60 mm 236 thick sand bed in footpath including excavation sand bedding all complete as per specification.

0

sqm

Precast Cement Concrete M 20 Kerb , Providing and laying of /20 precast cement concrete Kerb 38 cm * 20 cm * 25 cm ( H*B*L) with 12 mm thick 1:3 cement sand mortar bedding and joints including 237 meter foundation excavation levelling but excluding foundation concrete for foundation or sand gravel material, all complete as per Drawing and Technical Specifications.

0

Cast in Situ Cement Concrete or natural stone block for footpath, Providing and laying of precast / cast in situ 50 mm thick cement 238 concrete slab footpath on 12 mm thick 1: 3 cement sand mortar over the sqm prepared base, all complete as per Drawing and Technical Specifications.

0

, Providing and laying 25 mm thick Natural stone slab footpath on 12 239 mm thick 1: 3 cement sand mortar over the prepared base, all complete sqm as per specification.

0

Cast in Situ Cement Concrete Kerb , Providing and laying cement concrete Kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm 240 thick, foundation having 50 mm projection beyond Kerb stone, Kerb stone laid with Kerb laying machine, foundation concrete laid manually, all complete as per Drawing and Technical Specifications.

meter

0

Cast in Situ Cement Concrete M 20 Kerb with Channel, Providing and laying cement concrete Kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on 241 grade foundation 150 mm thick, Kerb channel 300 mm wide, 50 mm thick in PCC grade, sloped towards the Kerb, Kerb stone with channel laid with Kerb laying machine, foundation concrete laid manually, all complete as specification.

meter

0

Brick work for footpath, Providing and laying brick on edge over 60 242 mm thick sand bed in footpath including excavation sand bedding all complete as per Drawing and Technical Specifications.

sqm

0

Kilometer Stone, Providing and Fixing Reinforced cement concrete M 15 grade kilometer Post including painting and printing as per Standard no Drawing-2070 and Technical Specifications. position, One kilometer post (precast)

0

Non Reflective Traffic Signs, Providing and fixing of Non reflective warning, mandatory and informatory sign board of 2 mm thick MS Sheet with back support frame fixed on heavy 50 mm tube or Channel section 244 of 75 mm X 40 mm firmly fixed to the ground by means of properly no designed foundation with M 10/40 grade cement concrete 300 mm x 300 mm x 300 mm, l as per drawings and Technical Specification/ DOR Publication.

0

243

Retro-Reflectorized Traffic Signs, Providing and fixing of retroreflectorized warning, Regulatory and informatory sign as per specification clause 1501 made of high intensity grade sheeting , fixed over aluminum sheeting, 1.5 mm thick supported on a 50 mm internal 245 no dia steel tube or mild steel angle iron post 75 mm x 40 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 10/40 grade cement concrete 30 cm x 30 cm , 30 cm below ground level or as per Drawing and Technical Specifications.

0

Overhead Signs, Providing and erecting overhead signs with a corrosion resistant 2 mm thick aluminum alloy sheet reflectorized with micro prismatic retro-reflective type with vertical and lateral clearance as per 246 drawing and installed as per Specification over a designed support tonne system of aluminum alloy or galvanized steel trusses of sections and type as per structural design requirements , Drawing and Technical Specifications., Truss and Vertical Support

0

Overhead Signs, Providing and erecting overhead signs with a corrosion resistant 2 mm thick aluminum alloy sheet reflectorized with micro prismatic retro-reflective type with vertical and lateral clearance as per 247 drawing and installed as per Specification over a designed support sqm system of aluminum alloy or galvanized steel trusses of sections and type as per structural design requirements , Drawing and Technical Specifications., Aluminum Alloy Plate for Over Head Sign

0

Painting Two Coats on Concrete Surfaces, Providing and Painting two 248 coats after filling the surface with synthetic enamel paint in all shades on sqm concrete / plaster surfaces as per Drawing and Technical Specifications.

0

249

Painting on Steel Surfaces, Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade as per Drawing and Technical Specifications.

sqm

0

250

Painting on Wood Surfaces, Providing and applying two coats of ready mix paint of approved brand on wood surface after thorough cleaning of sqm surface to give an even shade as per Drawing and Technical Specifications.

0

Painting Lines, Dashes, Arrows etc. on Roads in Two Coats, Providing required material and Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to 251 NS 408/ IS 164 on bituminous surface, including cleaning the surface of sqm all dirt, dust and other foreign matter, demarcation at site and traffic control as per Drawing and Technical Specifications., Over 10 cm in width

0

Painting Lines, Dashes, Arrows etc. on Roads in Two Coats, Providing required material and Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to 252 NS 408/ IS 164 on bituminous surface, including cleaning the surface of sqm all dirt, dust and other foreign matter, demarcation at site and traffic control as per Drawing and Technical Specifications., Up to 10 cm in width

0

Painting Lines, Dashes, Arrows etc. on Roads in Two Coats on Old Work, Providing required materials and Painting lines, dashes, arrows etc. on roads in two coats on old work with ready mixed road marking 253 paint conforming to NS 408/ IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per Drawing and Technical Specifications., over 10 cm in width

sqm

0

Painting Lines, Dashes, Arrows etc. on Roads in Two Coats on Old Work, Providing required materials and Painting lines, dashes, arrows etc. on roads in two coats on old work with ready mixed road marking 254 paint conforming to NS 408/ IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per Drawing and Technical Specifications., Up to 10 cm in width

sqm

0

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface, On smooth surface (similar to Asphalt concrete and rigid pavement), Providing and laying of 255 hot applied thermoplastic compound at least 2 mm thick including sqm reflectorizing glass beads as per DOR Traffic sign manual/ Specifications .The finished surface to be level, uniform and free from streaks and holes.

0

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface, On rough surface ( similar to surface dressing), Providing and laying of hot applied 256 thermoplastic compound at least 2 mm thick including reflectorizing glass beads as per DOR Traffic sign manual/ Specifications .The finished surface to be level, uniform and free from streaks and holes.

0

sqm

Providing and fixing of road stud 100x 100 mm, die-cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lenses reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per Specification clause 1505., Providing and fixing of road 257 no stud 100 x 100 mm, die-cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lenses reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per Drawing and Technical Specifications.

0

Kilometer Stone, Providing and Fixing Reinforced cement concrete M 15 grade kilometer Post including painting and printing as per Standard no Drawing-2070 and Technical Specifications. position, Five kilometer Post (precast)

0

258

Road Delineators Post, Providing and installation of 150 mm * 150 mm 1. 5 m long delineators (road way indicators, hazard markers, object 259 markers), 80-100 cm high above ground level, painted black and white in 20 cm wide strips, buried or pressed into the ground and conforming to the drawings and Technical Specifications.

no

0

Reinforced Cement Concrete Crash Barrier, Providing and Fixing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 260 grade concrete with HYSD reinforcement and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-molded asphalt filler board, keyed to the structure on which it is built and installed as per design, Drawing and Technical Specifications.

meter

0

Metal Beam Crash Barrier, Type - A, "W" : Metal Beam Crash Barrier, Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm 261 meter spaced 2 m center to center, 1.8 m high, 1.1 m below ground/road level metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per Drawing and Technical Specifications.

0

Metal Beam Crash Barrier, Type - B, "THRIE" : Metal Beam Crash Barrier, Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 262 meter x 75 x 5 mm spaced 2 m center to center, 2.1 m high with 1.3 m below ground level, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per Drawing and Technical specifications.

0

Metal Beam Crash Barrier, Flexible Crash Barrier, Wire Rope Safety Barrier, Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip, embedded in M 15 grade cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 263 meter horizontal steel wire rope 40 mm dia and anchored at terminal posts 15 m apart. Terminal post to be embedded in M 15 grade cement concrete foundation 2400 x 450 x 900 mm (depth), strengthened by a strut of RS joist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8 mm, 1.50 m long at the bottom, all embedded in foundation concrete as per design , Drawing and Technical Specifications.

0

Anti-Glare Devices in Median, Plantation, Providing and Plantation of 264 shrubs and plants of approved species in the median. apart from cutting off glare from vehicle coming from opposite direction,

0

Anti-Glare Devices in Median, Anti-glare screen with 25 mm steel pipe framework fixed with circular and rectangular vans, Providing and erecting an anti - glare screen with 25 mm dia vertical pipes fabricated and framed in the form of panels of one meter length and 1.75 meter 265 height fixed with circular vane 250 mm dia at top and rectangular vane meter 600 x 300 mm at the middle, made out of steel sheet of 3 mm thickness, end vertical pipes of the panel made larger for embedding in foundation concrete, applying 2 coats of paint on all exposed surfaces, all as per design , drawings and Technical Specifications.

0

Anti-Glare Devices in Median, Anti-glare screen with rectangular vane of MS sheet, Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of 266 traffic, 1.5 m center to center, top edge of the screen 1.75 m above meter ground level, vertical post firmly embedded in M-15 cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per design , Drawing and Technical Specifications.

0

Street Lighting, Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median 267 no and on one side if fixed on the footpath, fitted with sodium vapor lamp and fixed firmly in concrete foundation as per design , Drawing and Technical Specifications..

0

Rumble Strips, Providing and making of Rumble strips with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with 268 white strips of road marking paint., Provision of 15 Nos rumble strips sqm covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.

0

Lettering new Letter and Figures of any Shade, Providing and lettering 269 new letter and figures of any shade with synthetic enamel paint black or cm-letter any other approved color to give an even shade, Nepali

0

Lettering new Letter and Figures of any Shade, Providing and lettering 270 new letter and figures of any shade with synthetic enamel paint black or cm-letter any other approved color to give an even shade, English and Roman

0

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and 271 other consumable and removal of excavated earth with necessary lifts meter and lead all complete as per Drawing and Technical Specifications., Pile diameter-750 mm

0

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and 272 other consumable and removal of excavated earth with necessary lifts meter and lead all complete as per Drawing and Technical Specifications., Pile diameter-500 mm

0

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and 273 other consumable and removal of excavated earth with necessary lifts meter and lead all complete as per Drawing and Technical Specifications., Pile diameter-600 mm

0

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and 274 other consumable and removal of excavated earth with necessary lifts meter and lead all complete as per Drawing and Technical Specifications., Pile diameter-1000 mm

0

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and 275 other consumable and removal of excavated earth with necessary lifts meter and lead all complete as per Drawing and Technical Specifications., Pile diameter-1200 mm

0

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and 276 other consumable and removal of excavated material with necessary meter lifts and lead all complete as per Drawing and Technical Specifications ., Pile diameter-300 mm

0

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and 277 other consumable and removal of excavated material with necessary meter lifts and lead all complete as per Drawing and Technical Specifications ., Pile diameter-500 mm

0

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and 278 other consumable and removal of excavated material with necessary meter lifts and lead all complete as per Drawing and Technical Specifications ., Pile diameter-600 mm

0

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and 279 other consumable and removal of excavated material with necessary meter lifts and lead all complete as per Drawing and Technical Specifications ., Pile diameter-750 mm

0

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and 280 other consumable and removal of excavated material with necessary meter lifts and lead all complete as per Drawing and Technical Specifications ., Pile diameter-1000 mm

0

Providing, driving and installing precast RCC. pile of specified size and 281 quality complete as per drawing and & Technical Specification, Pile diameter -300 mm

Running meter

0

Providing, driving and installing precast RCC. pile of specified size and 282 quality complete as per drawing and & Technical Specification, Pile diameter -500 mm

Running meter

0

Providing, driving and installing precast RCC. pile of specified size and 283 quality complete as per drawing and & Technical Specification, Pile diameter - 600 mm

Running meter

0

, or providing steel helmet on top of pile head during driving, stacking of piles at site Driving Vertical Steel Piles / Sheet piles excluding cost of steel complete 285 tonne as per Drawing and & Technical Specification 284

0 0

Providing and laying Plain/Reinforced Cement Concrete excluding 286 reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Top plug, Grade M 15 PCC

cum

0

Providing and laying Plain/Reinforced Cement Concrete excluding 287 reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Intermediate plug, Grade M 25 PCC

cum

0

288

Providing and Constructing of temporary Island for well sinking as per Drawing and instruction of the Engineer., Assuming depth of water 1.0 m no and height of island to be 1.25 m. and island 16 m diameter for Construction of Well Foundation for 8 m dia. Well.

0

Providing and laying Plain/Reinforced Cement Concrete excluding 289 reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Intermediate plug, Grade M 20 PCC

cum

0

Providing and laying Plain/Reinforced Cement Concrete excluding 290 reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well cap, RCC Grade M 20

cum

0

meter

0

291

Providing and constructing one span service road to reach island location from one pier location to another pier location as per Drawing and instruction of the Engineer., Assuming span length 30 m, width of service road 10 m and depth of water 1 m

292

Providing and Laying Cutting Edge of Mild Steel for Well Foundation complete as per Drawing and Technical Specification.

tonne

0

Providing and laying Plain/Reinforced Cement Concrete excluding 293 reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well curb, RCC M 20 Grade

cum

0

Providing and laying Plain/Reinforced Cement Concrete excluding 294 reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well curb, RCC M 25 Grade

cum

0

Providing and laying Plain/Reinforced Cement Concrete excluding 295 reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well curb, RCC M 30 Grade

cum

0

Providing and laying Plain/Reinforced Cement Concrete excluding 296 reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well Steining, PCC M 20 Grade

cum

0

Providing and laying Plain/Reinforced Cement Concrete excluding 297 reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well Steining, RCC M 20 Grade

cum

0

Providing and laying Plain/Reinforced Cement Concrete excluding 298 reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well Steining, RCC M 25 Grade

cum

0

Providing and laying Plain/Reinforced Cement Concrete excluding 299 reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well Steining, RCC M 30 Grade

cum

0

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC Grade M 20

cum

0

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and 301 Technical Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC Grade M 20, Where underwater concreting in involved

cum

0

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and 302 Technical Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC Grade M 25, Where underwater concreting in involved

cum

0

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC Grade M 25

cum

0

Providing and laying Plain/Reinforced Cement Concrete excluding 304 reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well cap, RCC Grade M 25

cum

0

Providing and laying Plain/Reinforced Cement Concrete excluding 305 reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well cap, RCC Grade M 30

cum

0

Providing and laying Plain/Reinforced Cement Concrete excluding 306 reinforcement in Well Foundation all complete as per Drawing and Technical Specifications., Well cap, RCC Grade M 35

cum

0

300

303

307

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, Depth below bed level upto 3.0 M

0

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, Beyond 3 m upto 10 m depth

0

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata 309 meter complete as per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, Beyond 10 m upto 20 m

0

310

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, Beyond 20 m upto 30 m

0

311

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, Beyond 20 m upto 30 m

0

312

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, Depth below bed level upto 3.0 m

0

313

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, Beyond 3 m upto 10 m depth

0

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata 314 meter complete as per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, Beyond 10 m upto 20 m

0

315

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, Beyond 10 m upto 20 m

0

316

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, Beyond 20 m upto 30 m

0

317

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, Beyond 20 m upto 30 m

0

318

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, Beyond 20 m upto 30 m

0

319

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 6 m., Soft Rock

0

320

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 6 m., Hard Rock

0

308

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, Depth below bed level upto 3.0 M

0

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata 322 meter complete as per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, Beyond 3 m upto 10 m depth

0

323

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, Beyond 10 m upto 20 m

0

324

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, Beyond 20 m upto 30 m

0

325

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, Beyond 30 m upto 40 m

0

326

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Depth below bed level upto 3.0 M

0

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata 327 meter complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Beyond 3 m upto 10 m depth

0

328

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Beyond 10 m upto 20 m

0

329

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Beyond 10 m upto 20 m

0

330

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Beyond 20 m upto 30 m

0

331

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Beyond 20 m upto 30 m

0

332

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Beyond 20 m upto 30 m

0

333

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Beyond 30 m upto 40 m

0

321

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Beyond 30 m upto 40 m

0

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata 335 meter complete as per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, Beyond 30 m upto 40 m

0

336

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 7 m., Soft Rock, Depth in soft rock strata upto 3 m

0

337

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 7 m., Hard Rock, Depth in Hard rock strata up to 3 m

0

338

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Beyond 20 m upto 30 m

0

339

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, Depth below bed level upto 3.0 M

0

340

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, Beyond 3 m upto 10 m depth

0

341

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, Beyond 10 m upto 20 m

0

342

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, Beyond 20 m upto 30 m

0

343

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, Beyond 20 m upto 30 m

0

344

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, Beyond 30 m upto 40 m

0

345

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, Beyond 30 m upto 40 m

0

346

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Depth from bed level upto 3.0 M

0

334

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Beyond 3 m upto 10 m depth

0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata 348 meter complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Beyond 10 m upto 20 m

0

349

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Beyond 10 m upto 20 m

0

350

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Beyond 20 m upto 30 m

0

351

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Beyond 20 m upto 30 m

0

352

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Beyond upto 40 m

0

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata 353 meter complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Beyond upto 40 m

0

354

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, Beyond upto 40 m

0

355

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 8 m., Soft Rock, Depth in soft rock strata upto 3 m

0

356

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 8 m., Hard Rock, Depth in hard rock strata upto 3 m

0

357

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 10 m., Sandy Soil, Depth below bed level upto 3.0 M

0

358

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 10 m., Sandy Soil, Beyond upto 10 m depth

0

359

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 10 m., Sandy Soil, Beyond upto

0

347

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 10 m., Sandy Soil, Beyond upto 30 m

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata 361 meter complete as per Drawing and Technical specifications., Diameter of well - 10 m., Sandy Soil, Beyond upto 30 m

0

362

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 10 m., Sandy Soil, Beyond upto 40 m

0

363

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 10 m., Sandy Soil, Beyond upto 40 m

0

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata 364 meter complete as per Drawing and Technical specifications., Diameter of well - 10 m., Clayey Soil, Depth below bed level upto 3.0 M

0

365

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 10 m., Clayey Soil, Beyond 3m upto 10m depth

0

366

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 10 m., Clayey Soil, Beyond 10 m upto 20 m

0

367

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 10 m., Clayey Soil, Beyond 10 m upto 20 m

0

368

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 10 m., Clayey Soil, Beyond upto 30 m

0

369

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 10 m., Clayey Soil, Beyond upto 30 m

0

370

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 10 m., Clayey Soil, Beyond upto 30 m

0

371

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 10 m., Clayey Soil, Beyond upto 40 m

0

372

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 10 m., Clayey Soil, Beyond upto 40 m

0

360

373

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 10 m., Clayey Soil, Beyond upto 40 m

0

374

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 10 m., Soft Rock ( dia well ), Depth in soft rock strata upto

0

375

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 10 m., Hard Rock ( dia well ), Depth in hard rock strata upto 3 m

0

376

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 12 m., Sandy Soil, Depth below bed level upto 3.0 M

0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata 377 meter complete as per Drawing and Technical specifications., Diameter of well - 12 m., Sandy Soil, Beyond upto depth

0

378

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 12 m., Sandy Soil, Beyond upto

0

379

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 12 m., Sandy Soil, Beyond upto 30 m

0

380

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 12 m., Sandy Soil, Beyond upto 30 m

0

381

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 12 m., Clayey Soil, Depth below bed level upto 3.0 M

0

382

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Sandy Soil, Beyond upto 40 m

meter

0

383

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 12 m., Clayey Soil, Beyond 3m upto 10m depth

0

384

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 12 m., Clayey Soil, Beyond 10 m upto 20 m

0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 12 m., Clayey Soil, Beyond 10 m upto 20 m

0

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata 386 meter complete as per Drawing and Technical specifications., Diameter of well - 12 m., Clayey Soil, Beyond upto 30 m

0

387

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 12 m., Clayey Soil, Beyond upto 30 m

0

388

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Diameter of well - 12 m., Clayey Soil, Beyond upto 30 m

0

389

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Sandy Soil, Depth from bed level upto 3.0 M

meter

0

390

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Sandy Soil, 3m Beyond 10m upto depth

meter

0

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata 391 complete as per Drawing and Technical specifications., Sandy Soil, Beyond upto

meter

0

392

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Sandy Soil, Beyond upto 30 m

meter

0

393

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Sandy Soil, Beyond upto 30 m

meter

0

394

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Sandy Soil, Beyond upto 40 m

meter

0

395

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), Depth below bed level upto 3.0 M

meter

0

396

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), 3m Beyond 10 upto depth

meter

0

397

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), Beyond 10 m upto 20 m

meter

0

385

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), Beyond 10 m upto 20 m

meter

0

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata 399 complete as per Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), Beyond upto 30 m

meter

0

400

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), Beyond upto 30 m

meter

0

401

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), Beyond upto 30 m

meter

0

402

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata meter complete as per Drawing and Technical specifications., Soft Rock (Twin D Type Well ), Depth in soft rock strata upto 20m

0

403

Providing and Filling sand in Wells complete as per Drawing and Technical Specifications.

0

398

cum

Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining 404 of Wells including Fabricating and Setting out as per Drawing and tonne Technical Specifications.

0

Providing , Preparing and Installing form work including necessary 405 supports and removing after completion for foundation and footings., (Class F1 Finish), Using timber (soft wood )

sqm

0

Providing , Preparing and Installing form work including necessary 406 supports and removing after completion for foundation and footings., (Class F1 Finish), Using steel

sqm

0

Providing , Preparing and Installing form work including necessary 407 supports and removing after completion for walls., (Class F2 Finish), vertical plain surface, Using timber (soft wood ), Height upto 3 m

sqm

0

408

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), vertical plain surface, Using timber (soft wood ), Height above 3 m to 6 m

sqm

0

409

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), vertical plain surface, Using timber (soft wood ), Height above 6 m to 9 m

sqm

0

Providing , Preparing and Installing form work including necessary 410 supports and removing after completion for walls., (Class F2 Finish), vertical plain surface, Using timber (soft wood ), Height above 9 m

sqm

0

Providing , Preparing and Installing form work including necessary 411 supports and removing after completion for walls., (Class F2 Finish), vertical plain surface, Using steel, Height upto

sqm

0

Providing , Preparing and Installing form work including necessary 412 supports and removing after completion for walls., (Class F2 Finish), vertical plain surface, Using steel, Height above 3 m to 6 m

sqm

0

Providing , Preparing and Installing form work including necessary 413 supports and removing after completion for walls., (Class F2 Finish), vertical plain surface, Using steel, Height above 6 m to 9 m

sqm

0

Providing , Preparing and Installing form work including necessary 414 supports and removing after completion for walls., (Class F2 Finish), vertical plain surface, Using steel, Height above 9 m

sqm

0

Providing , Preparing and Installing form work including necessary 415 supports and removing after completion for walls., (Class F2 Finish), Vertical curve surface, using timber, Height upto 3 m

sqm

0

Providing , Preparing and Installing form work including necessary 416 supports and removing after completion for walls., (Class F2 Finish), Vertical curve surface, using timber, Height above 3m to 6 m

sqm

0

Providing , Preparing and Installing form work including necessary 417 supports and removing after completion for walls., (Class F2 Finish), Vertical curve surface, using timber, Height above 6 m to 9 m

sqm

0

Providing , Preparing and Installing form work including necessary 418 supports and removing after completion for walls., (Class F2 Finish), Vertical curve surface, using timber, Height above 9 m

sqm

0

Providing , Preparing and Installing form work including necessary 419 supports and removing after completion for walls., (Class F2 Finish), Vertical curve surface, using steel, Height upto 3 m

sqm

0

Providing , Preparing and Installing form work including necessary 420 supports and removing after completion for walls., (Class F2 Finish), Vertical curve surface, using steel, Height above 3 m to 6 m

sqm

0

Providing , Preparing and Installing form work including necessary 421 supports and removing after completion for walls., (Class F2 Finish), Vertical curve surface, using steel, Height above 6 m to 9 m

sqm

0

Providing , Preparing and Installing form work including necessary 422 supports and removing after completion for walls., (Class F2 Finish), Vertical curve surface, using steel, Height more than above 9 m

sqm

0

Providing , Preparing and Installing form work including necessary 423 supports and removing after completion for columns, (Class F3 Finish), sqm Square / Rectangular surface, Using timber, Height upto 3 m

0

Providing , Preparing and Installing form work including necessary 424 supports and removing after completion for columns, (Class F3 Finish), sqm Square / Rectangular surface, Using timber, Height upto 3 m to 6m

0

Providing , Preparing and Installing form work including necessary 425 supports and removing after completion for columns, (Class F3 Finish), sqm Square / Rectangular surface, Using timber, Height upto 6 m to 9m

0

Providing , Preparing and Installing form work including necessary 426 supports and removing after completion for columns, (Class F3 Finish), sqm Square / Rectangular surface, Using timber, Above 9 m

0

Providing , Preparing and Installing form work including necessary 427 supports and removing after completion for columns, (Class F3 Finish), sqm Square / Rectangular surface, Using steel, Height upto 3 m

0

Providing , Preparing and Installing form work including necessary 428 supports and removing after completion for columns, (Class F3 Finish), sqm Square / Rectangular surface, Using steel, Height upto 3 m to 6m

0

Providing , Preparing and Installing form work including necessary 429 supports and removing after completion for columns, (Class F3 Finish), sqm Square / Rectangular surface, Using steel, Height upto 6 m to 9m

0

Providing , Preparing and Installing form work including necessary 430 supports and removing after completion for columns, (Class F3 Finish), sqm Square / Rectangular surface, Using steel, Above 9 m

0

Providing , Preparing and Installing form work including necessary 431 supports and removing after completion for columns, (Class F3 Finish), sqm Circular surface, Using timber, Height upto 3 m

0

Providing , Preparing and Installing form work including necessary 432 supports and removing after completion for columns, (Class F3 Finish), sqm Circular surface, Using timber, Height upto 3 m to 6m

0

Providing , Preparing and Installing form work including necessary 433 supports and removing after completion for columns, (Class F3 Finish), sqm Circular surface, Using timber, Height upto 6 m to 9m

0

Providing , Preparing and Installing form work including necessary 434 supports and removing after completion for columns, (Class F3 Finish), sqm Circular surface, Using timber, Above 9 m

0

Providing , Preparing and Installing form work including necessary 435 supports and removing after completion for columns, (Class F3 Finish), sqm Circular surface, Using steel, Height upto 3 m

0

Providing , Preparing and Installing form work including necessary 436 supports and removing after completion for columns, (Class F3 Finish), sqm Circular surface, Using steel, Height upto 3 m to 6m

0

Providing , Preparing and Installing form work including necessary 437 supports and removing after completion for columns, (Class F3 Finish), sqm Circular surface, Using steel, Height upto 6 m to 9m

0

Providing , Preparing and Installing form work including necessary 438 supports and removing after completion for columns, (Class F3 Finish), sqm Circular surface, Using steel, Above 9 m

0

Providing , Preparing and Installing form work including necessary 439 supports and removing after completion for slab structure., Class F2 Finish, False work not included, Using timber

sqm

0

Providing , Preparing and Installing form work including necessary 440 supports and removing after completion for slab structure., Class F2 Finish, False work not included, Using steel

sqm

0

Providing , Preparing and Installing form work including necessary 441 supports and removing after completion for slab structure., Class F2 Finish, False work not included, Using shuttering Ply

sqm

0

Providing , Preparing and Installing form work including necessary 442 supports and removing after completion for slab & beam structure., Class F2 Finish, False work not included, Using timber

sqm

0

Providing , Preparing and Installing form work including necessary 443 supports and removing after completion for slab & beam structure., Class F2 Finish, False work not included, Using steel

sqm

0

Providing , Preparing and Installing form work including necessary 444 supports and removing after completion for slab & beam structure., Class F2 Finish, False work not included, Using shuttering Ply

sqm

0

Providing , Preparing and Installing form work including necessary 445 supports and removing after completion for arch structure., Class F2 Finish, False work not included, Using timber

sqm

0

Providing , Preparing and Installing form work including necessary 446 supports and removing after completion for arch structure., Class F2 Finish, False work not included, Using steel

sqm

0

Providing , Preparing and Installing form work including necessary 447 supports and removing after completion for precast element., Class F3 Finish, Square / Rectangular section, Using timber

sqm

0

Providing , Preparing and Installing form work including necessary 448 supports and removing after completion for precast element., Class F3 Finish, Square / Rectangular section, Using steel 449

sqm

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Arch Bridge, Using steel, Height above 9 m

0

0

Providing , Preparing and Installing form work including necessary 450 supports and removing after completion for precast element., Class F3 Finish, Circular section, Using timber

sqm

0

Providing , Preparing and Installing form work including necessary 451 supports and removing after completion for precast element., Class F3 Finish, Circular section, Using steel

sqm

0

452

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification For Slab and Box culverts, Using timber, Height upto 2 m

sqm

0

453

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification For Slab and Box culverts, Using timber, Height above 2 m to 4 m

sqm

0

454

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification For Slab and Box culverts, Using timber, Height above 4 m to 6 m

sqm

0

455

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification For Slab and Box culverts, Using timber, For Height above 6 m

456

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification For Slab and Box culverts, Using steel, Height upto 2 m

sqm

0

457

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification For Slab and Box culverts, Using steel, Height above 2 m to 4 m

sqm

0

458

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification For Slab and Box culverts, Using steel, Height above 4 m to 6 m

sqm

0

459

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification For Slab and Box culverts, Using steel, Height above 6 m

sqm

0

460

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Beam Bridge, Using timber, Height upto 3 m

sqm

0

461

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Beam Bridge, Using timber, Height above 3 m to 6 m

sqm

0

0

462

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Beam Bridge, Using timber, Height above 6 m to 9 m

sqm

, Height above 9 m Increase the rate by 10% for every additional meter 463 height to the rate for the previous height or Design as a special case and derive Norms

0

0

464

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & sqm drawings as per specification, for RCC Beam Bridge, Using steel, Height upto 3 m

0

465

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & sqm drawings as per specification, for RCC Beam Bridge, Using steel, Height above 3 m to 6m

0

466

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & sqm drawings as per specification, for RCC Beam Bridge, Using steel, Height above 3 m to 6m

0

, Height above 9 m Increase the rate by 10% for every additional meter 467 height to the rate for the previous height or Design as a special case and derive Norms

0

468

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & sqm drawings as per specification, for RCC Arch Bridge, Using timber, Height upto 3 m

0

469

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & sqm drawings as per specification, for RCC Arch Bridge, Using timber, Height above 3m to 6 m

0

470

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & sqm drawings as per specification, for RCC Arch Bridge, Using timber, Height above 6 m to 9 m

0

471

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Arch Bridge, Using timber, Height above 9 m

0

472

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & sqm drawings as per specification, for RCC Arch Bridge, Using steel, Height upto 3 m

0

473

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & sqm drawings as per specification, for RCC Arch Bridge, Using steel, Height above 3 m to 6 m

0

474

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & sqm drawings as per specification, for RCC Arch Bridge, Using steel, Height above 6 m to 9 m

0

Supplying, fitting and fixing in position true to line and level cast steel 475 rocker bearing including all accessories as per Drawing and Technical Specifications.

tonne

0

Supplying, fitting and fixing in position true to line and level forged steel 476 roller bearing including all accessories as per Drawing and Technical tonne Specifications.

0

Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel including all tonne accessories as per Drawing and Technical Specifications ( BS: 5400, section 9.1 & 9.2 for PTFE) ).

0

477

Supplying, fitting and fixing in position true to line and level elastomeric 478 bearing including all accessories as per Drawing and Technical Specifications.

cubic centimeter

0

Supplying, fitting and fixing in position true to line and level sliding plate bearing with stainless steel plate sliding on stainless steel plate with mild tonne steel matrix including all accessories as per Drawing and Technical Specifications.

0

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, 480 tonne PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements as per Drawing and Technical Specifications.

0

Buried Joint, Providing and laying a buried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanized wieldable structural steel plate as per IS: 2062, placed symmetrical to 481 center line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanized nails spaced 300 mm c/c along the center line of the plate as per Drawing and Specifications.

meter

0

meter

0

Compression Seal Joint, Providing and laying of compression seal joint consisting of steel armored nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer 483 or closed cell foam joint sealer compressed and fixed into the joint gap meter with special adhesive binder to cater for a horizontal movement and vertical movement all complete as per Drawing and Technical Specifications.

0

Strip Seal Expansion Joint, Providing and laying of a strip seal 484 expansion joint catering to maximum horizontal movement upto 70 mm, meter complete as per approved Drawings and Technical specifications.

0

479

482

Elastomeric Slab Steel Expansion Joint, Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per Drawings and Technical specifications

485

Modular Strip / Box Seal Joint, Providing and laying of a modular strip Box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140 mm, complete as per Drawings and Technical Specifications .

0

486

Modular Strip / Box Seal Joint, Providing and laying of a modular strip box seal expansion joint catering to a horizontal movement beyond 140 meter mm and upto 210 mm, complete as per Drawings and Technical specifications.

0

Providing and laying of Plain Cement Concrete M 10 ( or 1:3:6 for 487 nominal mix) in Foundation complete as per Drawing and Technical Specifications.

cum

0

Providing and laying of Plain Cement Concrete M 10 ( or 1:3:6 for 488 nominal mix) in Foundation complete as per Drawing and Technical Specifications., Manual Mixing

cum

0

Providing and laying of Plain/Reinforced Cement Concrete in 489 Foundation complete as per Drawing and Technical Specifications, PCC cum Grade M 15

0

Providing and laying of Plain/Reinforced Cement Concrete in 490 Foundation complete as per Drawing and Technical Specifications, PCC cum Grade M 15, Manual Mixing

0

Providing and laying of Plain/Reinforced Cement Concrete in 491 Foundation complete as per Drawing and Technical Specifications, PCC cum Grade M 20

0

Providing and laying of Plain/Reinforced Cement Concrete in 492 Foundation complete as per Drawing and Technical Specifications., RCC Grade M 20

cum

0

Providing and laying of Plain/Reinforced Cement Concrete in 493 Foundation complete as per Drawing and Technical Specifications., PCC cum Grade M 25

0

Providing and laying of Plain/Reinforced Cement Concrete in 494 Foundation complete as per Drawing and Technical Specifications., RCC Grade M 25

cum

0

Providing and laying of Plain/Reinforced Cement Concrete in 495 Foundation complete as per Drawing and Technical Specifications., PCC cum Grade M 30

0

Providing and laying of Plain/Reinforced Cement Concrete in 496 Foundation complete as per Drawing and Technical Specifications., RCC Grade M30

cum

0

Providing and laying of Plain/Reinforced Cement Concrete in 497 Foundation complete as per Drawing and Technical Specifications., RCC Grade M 35

cum

0

Providing and laying , fitting and placing un-coated Mild steel / HYSD 498 reinforcement complete in foundation as per drawing and technical specification

tonne

0

Providing and laying of Plain/Reinforced cement concrete in sub499 structure complete as per drawing and Technical Specifications, PCC Grade M 15, Height upto 5 m

cum

0

Providing and laying of Plain/Reinforced cement concrete in sub500 structure complete as per drawing and Technical Specifications, PCC Grade M20, Height upto 5 m

cum

0

Providing and laying of Plain/Reinforced cement concrete in sub501 structure complete as per drawing and Technical Specifications, PCC Grade M 25, Height upto 5 m

cum

0

Providing and laying of Plain/Reinforced cement concrete in sub502 structure complete as per drawing and Technical Specifications, PCC Grade M 25, Height above 5 m to 10 m

cum

0

Providing and laying of Plain/Reinforced cement concrete in sub503 structure complete as per drawing and Technical Specifications, PCC Grade M 25, Height above 10 m

cum

0

Providing and laying of Plain/Reinforced cement concrete in sub504 structure complete as per drawing and Technical Specifications, PCC Grade M 30, Height upto 5 m

cum

0

Providing and laying of Plain/Reinforced cement concrete in sub505 structure complete as per drawing and Technical Specifications, PCC Grade M 30, Height above 5 m to 10 m

cum

0

Providing and laying of Plain/Reinforced cement concrete in sub506 structure complete as per drawing and Technical Specifications, PCC Grade M 30, Height above 10 m

cum

0

Providing and laying of Plain/Reinforced cement concrete in sub507 structure complete as per drawing and Technical Specifications, RCC Grade M 20, Height upto 5 m

cum

0

Providing and laying of Plain/Reinforced cement concrete in sub508 structure complete as per drawing and Technical Specifications, RCC Grade M 20, Height above 5 m to 10 m

cum

0

Providing and laying of Plain/Reinforced cement concrete in sub509 structure complete as per drawing and Technical Specifications, RCC Grade M 20, Height above 10 m

cum

0

Providing and laying of Plain/Reinforced cement concrete in sub510 structure complete as per drawing and Technical Specifications, RCC Grade M 25, Height upto 5 m

cum

0

Providing and laying of Plain/Reinforced cement concrete in sub511 structure complete as per drawing and Technical Specifications, RCC Grade M 25, Height above 5 m to 10 m

cum

0

Providing and laying of Plain/Reinforced cement concrete in sub512 structure complete as per drawing and Technical Specifications, RCC Grade M 25, Height above 10 m

cum

0

Providing and laying of Plain/Reinforced cement concrete in sub513 structure complete as per drawing and Technical Specifications, RCC Grade M 30, Height upto 5 m

cum

0

Providing and laying of Plain/Reinforced cement concrete in sub514 structure complete as per drawing and Technical Specifications, RCC Grade M 30, Height above 5 m to 10 m

cum

0

Providing and laying of Plain/Reinforced cement concrete in sub515 structure complete as per drawing and Technical Specifications, RCC Grade M 30, Height above 10 m

cum

0

Providing and laying of Plain/Reinforced cement concrete in sub516 structure complete as per drawing and Technical Specifications, RCC Grade M 35, Height upto 5 m

cum

0

Providing and laying of Plain/Reinforced cement concrete in sub517 structure complete as per drawing and Technical Specifications, RCC Grade M 35, Height above 5 m to 10 m

cum

0

Providing and laying of Plain/Reinforced cement concrete in sub518 structure complete as per drawing and Technical Specifications, RCC Grade M 35, Height above 10 m

cum

0

Providing and laying , fitting and placing HYSD bar reinforcement in subtonne structure complete as per Drawing and Technical Specifications Providing and laying ,fitting and placing Mild steel reinforcement 520 tonne complete in sub-structure as per drawing and Technical Specification 519

521

Providing and laying weep holes in Brick dry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia HDPE pipe, extending meter through the full width of the structure with slope of 1V :20H towards drawing face Complete as per Drawing and Technical Specifications.

Providing and laying weep holes in Stone Masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 150mm dia HDPE pipe, 522 extending through the full width of the structure with slope of 1V :20H towards drawing face Complete as per Drawing and Technical Specifications.

meter

0 0

0

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 523 super-structure as per drawing and Technical Specification, RCC Grade meter M 20

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 524 solid slab super-structure as per drawing and Technical Specification, RCC Grade M 20, Height upto 5 m

meter

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 525 solid slab super-structure as per drawing and Technical Specification, RCC Grade M 20, Height above 5 m to 10 m

meter

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 526 solid slab super-structure as per drawing and Technical Specification, RCC Grade M 20, Height above 10 m

meter

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T527 beam and slab super-structure as per drawing and Technical Specification, RCC Grade M 20, Height upto 5 m

meter

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T528 beam and slab super-structure as per drawing and Technical Specification, RCC Grade M 20, Height above 5 m to 10 m

meter

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T529 beam and slab super-structure as per drawing and Technical Specification, RCC Grade M 20, Height above 10 m

meter

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 530 super-structure as per drawing and Technical Specification, RCC Grade cum M 25

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 531 solid slab super-structure as per drawing and Technical Specification, RCC Grade M 25, Height upto 5 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 532 solid slab super-structure as per drawing and Technical Specification, RCC Grade M 25, Height above 5 m to 10 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 533 solid slab super-structure as per drawing and Technical Specification, RCC Grade M 25, Height above 10 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T534 beam and slab super-structure as per drawing and Technical Specification, RCC Grade M 25, Height upto 5 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T535 beam and slab super-structure as per drawing and Technical Specification, RCC Grade M 25, Height above 5 m to 10 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T536 beam and slab super-structure as per drawing and Technical Specification, RCC Grade M 25, Height above 10 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 537 super-structure as per drawing and Technical Specification, RCC Grade cum M 30

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 538 solid slab super-structure as per drawing and Technical Specification, RCC Grade M 30, Height upto 5 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 539 solid slab super-structure as per drawing and Technical Specification, RCC Grade M 30, Height above 5 m to 10 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 540 solid slab super-structure as per drawing and Technical Specification, RCC Grade M 30, Height above 10 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T541 beam and slab super-structure as per drawing and Technical Specification, RCC Grade M 30, Height upto 5 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T542 beam and slab super-structure as per drawing and Technical Specification, RCC Grade M 30, Height above 5 m to 10 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T543 beam and slab super-structure as per drawing and Technical Specification, RCC Grade M 30, Height above 10 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 544 super-structure as per drawing and Technical Specification, RCC/PSC Grade M 35

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 545 solid slab super-structure as per drawing and Technical Specification, RCC/PSC Grade M 35, Height upto 5 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 546 solid slab super-structure as per drawing and Technical Specification, RCC/PSC Grade M 35, Height above 5 m to 10 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 547 solid slab super-structure as per drawing and Technical Specification, RCC/PSC Grade M 35, Height above 10 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T548 beam and slab super-structure as per drawing and Technical Specification, RCC/PSC Grade M 35, Height upto 5 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T549 beam and slab super-structure as per drawing and Technical Specification, RCC/PSC Grade M 35, Height above 5 m to 10 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T550 beam and slab super-structure as per drawing and Technical Specification, RCC/PSC Grade M 35, Height above 10 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in box 551 girder and balanced cantilever super-structure as per drawing and cum Technical Specification, RCC/PSC Grade M 35, Height upto 5 m

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in box girder and balanced cantilever super-structure as per drawing and cum Technical Specification, RCC/PSC Grade M 35, Height above 5 m to 10 m

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in box 553 girder and balanced cantilever super-structure as per drawing and cum Technical Specification, RCC/PSC Grade M 35, Height above 10 m

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 554 super-structure as per drawing and Technical Specification, PSC Grade cum M-40

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 555 sollid slab super-structure as per drawing and Technical Specification, PSC Grade M-40, Height upto 5 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 556 sollid slab super-structure as per drawing and Technical Specification, PSC Grade M-40, Height above 5 m to 10 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 557 sollid slab super-structure as per drawing and Technical Specification, PSC Grade M-40, Height above 10 m

cum

0

552

Providing and laying of Reinforced/ Pre-stressed cement concrete in T558 beam and slab super-structure as per drawing and Technical Specification, PSC Grade M-40, Height upto 5 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T559 beam and slab super-structure as per drawing and Technical Specification, PSC Grade M-40, Height above 5 m to 10 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T560 beam and slab super-structure as per drawing and Technical Specification, PSC Grade M-40, Height above 10 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 561 super-structure as per drawing and Technical Specification, PSC Grade cum M-45

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 562 solid slab super-structure as per drawing and Technical Specification, PSC Grade M-45, Height upto 5 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 563 solid slab super-structure as per drawing and Technical Specification, PSC Grade M-45, Height above 5 m to 10 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 564 solid slab super-structure as per drawing and Technical Specification, PSC Grade M-45, Height above 10 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T565 beam and slab super-structure as per drawing and Technical Specification, PSC Grade M-45, Height upto 5 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 566 super-structure as per drawing and Technical Specification, PSC Grade cum M-45, Height above 5 m to 10 m

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 567 super-structure as per drawing and Technical Specification, PSC Grade cum M-45, Height above 10 m

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 568 super-structure as per drawing and Technical Specification, PSC Grade cum M-50

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 569 solid slab super-structure as per drawing and Technical Specification, PSC Grade M-50, Height upto 5 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 570 solid slab super-structure as per drawing and Technical Specification, PSC Grade M-50, Height above 5 m to 10 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in 571 solid slab super-structure as per drawing and Technical Specification, PSC Grade M-50, Height above 10 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T572 beam and slab super-structure as per drawing and Technical Specification, PSC Grade M-50, Height upto 5 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T573 beam and slab super-structure as per drawing and Technical Specification, PSC Grade M-50, Height above 5 m to 10 m

cum

0

Providing and laying of Reinforced/ Pre-stressed cement concrete in T574 beam and slab super-structure as per drawing and Technical Specification, PSC Grade M-50, Height above 10 m

cum

0

tonne

0

575

Providing and laying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing and laying of PCC M 15 Grade leveling course below approach slab complete as per drawing and Technical specification

cum

0

Providing and laying of Reinforced cement concrete approach slab 577 including reinforcement and formwork complete as per drawing and Technical specification

cum

0

Providing and laying Cement concrete wearing coat M-30 grade 578 including reinforcement complete as per drawing and Technical Specifications

cum

0

576

Providing, fitting and fixing high tensile steel wires/strands ( Tendons) 579 including all accessories for stressing, stressing operations and grouting tonne complete as per Drawing and Technical Specifications.

0

Precast - pre-tensioned Girders, Providing, pre-casting, transportation 580 and placing in position precast pre-tensioned concrete girders as per drawing and technical specifications, Grade of concrete - M 40

cum

0

581

Providing and fixing Helical pipes in voided concrete slabs as per Drawing and Technical Specifications.

meter

0

582

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., RS Joist, Heavy Zinc Coating

tonne

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop 583 drawings, facilities for inspection & testing and trial assembling all tonne complete as per specification., RS Joist, painting one shop coat with red oxide primer and two coats of synthetic enamel

0

584

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., RS Joist, Height upto 5 m

tonne

0

585

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., RS Joist, Height above 10 m

tonne

0

586

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., Built up beam, Plate Girder etc.

tonne

0

587

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., Built up beam, Plate Girder etc.

tonne

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop 588 drawings, facilities for inspection & testing and trial assembling all complete as per specification., Built up beam, Plate Girder etc., Height upto 5 m

tonne

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop 589 drawings, facilities for inspection & testing and trial assembling all tonne complete as per specification., Built up beam, Plate Girder etc., Height 5 m to 10 m

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop 590 drawings, facilities for inspection & testing and trial assembling all complete as per specification., Built up beam, Plate Girder etc., Height above 10 m

tonne

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., Truss

tonne

0

592 22.1.C_a

tonne

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop 593 drawings, facilities for inspection & testing and trial assembling all complete as per specification., Truss, Height upto 5 m

tonne

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop 594 drawings, facilities for inspection & testing and trial assembling all complete as per specification., Truss, Height 5 m to 10 m

tonne

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., Truss, Height above 10 m

tonne

0

591

595

Providing , Fabricating , assembling and erecting Timber super 596 structures including necessary hardware, Truss structure, Height upto 4 cum m

0

Providing , Fabricating , assembling and erecting Timber super 597 structures including necessary hardware, Truss structure, Height upto 4 cum m to 6 m

0

598

Providing , Fabricating , assembling and erecting Timber super structures including necessary hardware, Beam structure

cum

0

Providing , Fabricating , assembling and erecting Timber super 599 structures including necessary hardware, Beam structure, Height upto 4 cum m

0

Providing , Fabricating , assembling and erecting Timber super 600 structures including necessary hardware, Beam structure, Height upto 4 cum m to 6 m

0

Providing , Fabricating , assembling and erecting Timber super 601 structures including necessary hardware, Beam structure, Height above cum 6m

0

602

Providing , Fabricating , assembling and erecting Timber super structures including necessary hardware, Truss structure

cum

0

Providing , Fabricating , assembling and erecting Timber super 603 structures including necessary hardware, Truss structure, Height above cum 6m

0

604

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 80 mm X 100 mm,, Box size 3 X 1 X 1 m ( 16 sqm)

0

605

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 80 mm X 100 mm,, Box size 2 X 1 X 1 m ( 11 sqm)

0

Providing and laying Plum concrete ( Boulder mixed concrete) as per 606 Drawing and Specifications, 70% M 15 concrete and 30% boulders/stones, Manual means

cum

0

607

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 cum kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 3 X 1 X 1 m ( 16 sqm)

0

608

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 cum kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 2 X 1 X 1 m ( 11 sqm)

0

609

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 cum kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 1.5 X 1 X 1 m ( 9 sqm )

0

610

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 cum kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 1.0 X 1 X 1 m ( 6 sqm)

0

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 611 cum kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 3.0 X 1 X 0 . 75 m ( 13.5 sqm)

0

612

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 cum kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 2.0 X 1 X 0 . 75 m ( 9. 25 sqm)

0

613

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 cum kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 1.0 X 1 X 0 . 75 m ( 5 sqm m)

0

614

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 cum kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 3.0 X 1 X 0 . 5 m ( 11 sqm)

0

615

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 cum kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 2.0 X 1 X 0 . 5 m ( 7.5 sqm m)

0

616

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 cum kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 1 X 1 X 0 .5 m (4 sqm)

0

617

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 cum kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 1 X 1 X 0 .5 m (4 sqm)

0

618

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 cum kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 3 X 1 X 0 .3 m ( 9 sqm)

0

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 cum kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 2 X 1 X 0 .3 m ( 6.1 sqm)

0

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 620 cum kg/m) Hexagonal mesh Type 100 mm X 120 mm,, Box size 1 X 1 X 0 .3 m ( 2.2 sqm)

0

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 80 mm X 100 mm,, Box size 1.5 X 1 X 1 m ( 9 sqm)

0

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 622 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 80 mm X 100 mm,, Box size 1 X 1 X 1 m (6 sqm)

0

623

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 80 mm X 100 mm,, Box size 3.0 X 1 X 0 .75 m (13.5 sqm)

0

624

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 80 mm X 100 mm,, Box size 2.0 X 1 X 0 .75 m ( 9.25 sqm)

0

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) 625 cum Hexagonal mesh Type 80 mm X 100 mm,, Box size 1.0 X 1 X 0 .75 m ( 5 sqm)

0

626

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 80 mm X 100 mm,, Box size 3.0 X 1 X 0 .5 m ( 11 sqm)

0

627

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 80 mm X 100 mm,, Box size 2.0 X 1 X 0 .5 m ( 7.5 sqm)

0

628

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 80 mm X 100 mm,, Box size 1 X 1 X 0 .5 m ( 4 sqm)

0

629

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 80 mm X 100 mm,, Box size 3 X 1 X 0 .3 m ( 9 sqm)

0

630

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 80 mm X 100 mm,, Box size 2 X 1 X 0 .3 m ( 6.1 sqm)

0

631

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 80 mm X 100 mm,, Box size 1 X 1 X 0 .3 m ( 2.2 sqm)

0

619

621

632

Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification.

sqm

0

sqm

0

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Filling the installed 3sqm D galvanized steel profile with gravel size 32-63 mm, manually, In slopes (>45 degrees slope angle)

0

, Hexagonal mesh type 100 mm x 120 mm, mesh wire 3 mm, selvage wire 3.9 mm, lacing wire 2.4 mm

633

Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. , Hexagonal mesh type 100 mm x 120 mm, mesh wire 2.7 mm, selvage wire 3.4 mm, lacing wire 2.2 mm

634

635

Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification.

sqm

0

sqm

0

sqm

0

sqm

0

sqm

0

, Hexagonal mesh type 80 mm x 100 mm, mesh wire 3 mm, selvage wire 3.9 mm, lacing wire 2.4 mm

636

Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. , Hexagonal mesh type 80 mm x 100 mm, mesh wire 2.7 mm, selvage wire 3.4 mm, lacing wire 2.2 mm

637

Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. , Hexagonal mesh type 60 mm x 80 mm, mesh wire 2.7 mm, selvage wire 3.4 mm, lacing wire 2.2 mm Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification.

638

, Zinc + PVC coated Hexagonal mesh type 100 mm x 120 mm, mesh wire 2.7 mm/3.7 mm, selvage wire 3.4 mm/4.4 mm, lacing wire 2.2 mm/3.2 mm with Pac coating thickness nominal 0.5 mm ( minimum 0.38 mm) Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification.

639

, Zinc + PVC coated Hexagonal mesh type 80 mm x 100 mm, mesh wire 2.2 mm/3.2 mm, selvage wire 2.7 mm/3.7 mm, lacing wire 2.2 mm/3.2 mm with Pac coating thickness nominal 0.5 mm ( minimum 0.38 mm)

Assembling mechanical woven Gabion boxes /mattresses, placing in position including stretching; forming compartments; tying the sides and 640 diaphragms with binding wire in each mesh; tying with bracing wires and sqm tie wires; and tying down the lid complete as per specification (stone filling not included

0

Providing and filling stone/boulder in gabion boxes/mattress etc.. 641 Including dressing, bedding, bonding all complete as per Drawing and cum Technical Specifications.

0

Laying and fixing of Geo-Textile all complete as per specification., 642 Providing and laying of a geotextile filter between pitching and embankment slopes as per Drawing and Technical Specifications.

sqm

0

Laying and fixing of Geo-Textile all complete as per specification., 643 Providing and laying and fixing of Geo-membrane all complete as per specification.

sqm

0

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Spraying of humus on sqm the on the top of gravel (on the top surface of 3-D profile) using humus spraying machine, In shallow slopes (< 45 degrees slope angle)

0

644

GEOSYNTHETIC AND REINFORCED EARTH, Sub-Surface Drain with Geotextiles, Providing and laying sub surface drain 200 mm dia using geotextiles treated with carbon black to a stable network and a planar 645 meter geo-composite structure, joints wrapped with geotextile to prevent ingress of soil, including excavation and backfilling as per Drawing and Technical Specifications.

0

Narrow Filter Sub-Surface Drain, Providing and making narrow filter sub- surface drain consisting of porous or perforated pipe laid in narrow meter trench surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed including excavation and backfilling

0

646

Laying Paving Fabric Beneath a Pavement Overlay, Providing and laying paving fabric over a tack coat of paving grade Bitumen, laid at 647 the rate of 1 kg per sqm over thoroughly cleaned and repaired surface to sqm provide a water resistant membrane and crack retarding layer as per Drawing and Technical Specifications.

0

Laying Boulder Apron in Crates of Synthetic Geogrids, Providing and laying of Geogrids crated apron 1 m x 5 m, 600 mm thick with baffles at cum 1 meter interval, made with Geogrids as per Design, Drawing and Technical specifications. design.

0

648

Reinforced Earth Structures, Assembling, joining and laying of 649 reinforcing elements., Providing, laying and joining reinforcing elements meter With reinforcing element of steel / Aluminum strips / polymeric strips.

0

Reinforced Earth Structures, Assembling, joining and laying of 650 reinforcing elements., Providing, laying and joining reinforcing elements sqm with reinforcing elements of synthetic Geogrids

0

651 Reinforced Earth Structures, Providing and lying facing elements of RCC sqm

0

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing 3-D galvanized steel panels from the palette, cutting them if necessary, 652 joining the panels to longer rows by overlapping and binding as sqm necessary and putting on the slope, insertion of distribution bars or steel ropes , fixing with clamps and marking holes for T-nails or static nails (bored nails)

0

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and filling 653 the installed 3-D galvanized steel profile with angular material of size 32- sqm 63 mm using equipment such as excavator, dredger crane or loader, In shallow slopes (< 45 degrees slope angle)

0

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and filling 654 the installed 3-D galvanized steel profile with angular material of size 32- sqm 63 mm using equipment such as excavator, dredger crane or loader, In slopes (>45 degrees slope angle)

0

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Filling the installed 3655 sqm D galvanized steel profile with gravel size 32-63 mm, manually, In shallow slopes (< 45 degrees slope angle)

0

Providing and laying Plum concrete ( Boulder mixed concrete) as per 656 Drawing and Specifications, 70% M 15 concrete and 30% boulders/stones, Using Mechanical Aids

cum

0

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Spraying of humus on 657 sqm the on the top of gravel (on the top surface of 3-D profile) using humus spraying machine, In slopes (>45 degrees slope angle)

0

658

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Spraying of humus on sqm the on the top of gravel (on the top surface of 3-D profile) manually, In shallow slopes (< 45 degrees slope angle)

0

659

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Spraying of humus on sqm the on the top of gravel (on the top surface of 3-D profile) manually, In slopes (>45 degrees slope angle)

0

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving the equal angle T-section galvanized steel nails with curved head (16 mm dia steel hook) and tapered at tail (size between T-25 x 25 x 3 mm to T-40 X 40 X 5 mm, (equivalent to Indian Steel ISA 2525, 3030,3535 or 4040) by using handheld or pneumatic hammer (nail length between 0.6 660 meter m -3.5 m), first drilling a hole of diameter 28-43 mm (size of T-section+ 3 mm) and filling with cement mortar and then driving the nails to fix the semi-flexible 3-D galvanized steel panel on the slopes or embankments, max spacing of nails is 1.5 m., Driving T-nails in soft soil using small dia. pre-bored holes without using cement mortar, For flat surface and shallow slopes < 45°

0

Providing and Installation of soil nailing with semi-flexible 3-D galvanized 661 steel mat for slope protection and erosion control, In slopes (>45 meter degrees slope angle)

0

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving 662 of 28 mm dia GEWI (Threaded) steel nails by drilling holes of 90 mm dia meter using cement grouting for fixing of semi-flexible 3-D steel mats upto a length of 4 to 8 m on slopes, On soft soils

0

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving 663 of 28 mm dia GEWI (Threaded) steel nails by drilling holes of 90 mm dia meter using cement grouting for fixing of semi-flexible 3-D steel mats upto a length of 4 to 8 m on slopes, On rocky soils (4-8 m)

0

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving 664 of 28 mm dia GEWI (Threaded) steel nails by drilling holes of 90 mm dia meter using cement grouting for fixing of semi-flexible 3-D steel mats upto a length >8 m on slopes, On soft soils

0

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving 665 of 28 mm dia GEWI (Threaded) steel nails by drilling holes of 90 mm dia meter using cement grouting for fixing of semi-flexible 3-D steel mats upto a length >8 m on slopes, On rocky soils

0

Providing and laying boulders apron on river bed for protection against 666 scour with Boulder / Stones weighing not less than 40 kg each complete cum as per drawing and Technical specification., Manual Means

0

Providing and laying boulders apron on river bed for protection against 667 scour with Boulder / Stones weighing not less than 40 kg each complete cum as per drawing and Technical specification., Mechanical means

0

668

Providing and laying boulders apron on river bed for protection against scour with Boulder / Stones weighing not less than 40 kg each complete cum as per drawing and Technical specification., Mechanical means for Bigger boulder

0

669

Providing and laying of apron with cement concrete blocks of size 0.5 x 0.5 x 0.5 m cast in-situ and made with nominal mix of M-15 grade cum cement concrete with a minimum cement content of 250 kg/cum ., Manual means

0

670

Providing and laying of apron with cement concrete blocks of size 0.5 x 0.5 x 0.5 m cast in-situ and made with nominal mix of M-15 grade cum cement concrete with a minimum cement content of 250 kg/cum ., Mechanical means

0

Providing and laying Pitching on slopes laid over prepared filter media 671 including boulder apron laid dry in front of toe of embankment complete cum as per drawing and Technical specifications, Stone/Boulder

0

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete 672 as per drawing and Technical specifications, Cement Concrete Blocks of cum size 0.3 x 0.3 x 0.3 m cast in cement concrete of Grade M 15, Manual Means

0

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

cum

0

Providing and laying Grouted Stone Pitching in protection work, with 674 stone size not less than 0.01 cum and cement: sand mortar (1:3) all complete as per Drawing and Technical Specifications.

cum

0

673

Providing and laying 20 mm dia tor steel dowel bar including drilling 35 mm dia bore hole in rock necessary bending, hooking tying meter reinforcement in position and grouting etc. complete as per Drawing and Technical specifications., Without using Mechanical aid

0

Providing and laying 20 mm dia tor steel dowel bar including drilling 35 mm dia bore hole in rock necessary bending, hooking tying 676 meter reinforcement in position and grouting etc. complete as per Drawing and Technical specifications., Using Mechanical Aid

0

Providing and fixing of 25 mm – dia steel rock bolts with mechanical/ wedge type anchorage including drilling 35 mm dia hole providing 150 meter mm long 20 mm thick steel tapered wedge 10 mm thick 200 mm X 200 mm plate washer and nuts, tighten bolt by torque wrench all complete

0

675

677

Providing and laying HDPE pipes with perforations including joining, series II, HDPE pipe 250 mm dia Providing and laying HDPE pipes with perforations including joining, 679 series II, HDPE pipe 160 mm dia 678

meter

0

meter

0

Providing and laying Plum concrete ( Boulder mixed concrete) as per 680 Drawing and Specifications, 60% M 15 concrete and 40% boulders/stones, using Mechanical Aids

cum

0

Providing and laying Plum concrete ( Boulder mixed concrete) as per 681 Drawing and Specifications, 60% M 15 concrete and 40% boulders/stones, Manual means

cum

0

Sub-Surface Drains with Perforated Pipe, Providing and laying subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, 682 meter perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe,. as per Drawing and Specifications.

0

Aggregate Sub-Surface Drains, Providing and laying aggregate sub 683 surface drain 300 mm x 450 mm with aggregates conforming to table 300-4, excavated material to be utilized in roadway.

meter

0

Underground Drain at Edge of Pavement, Providing and laying an 684 underground drain 1 m x 1 m (inside dimensions) lined with RCC-20 cm meter thick and covered with RCC slab 10 cm in thickness on urban roads.

0

Providing and laying Brick Masonry Work in Cement mortar in 685 Foundation / structure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications., Cement sand mortar (1:2)

cum

0

Providing and laying Brick Masonry Work in Cement mortar in Foundation / structure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications., Cement sand mortar (1:2), Using Concrete Mixer

cum

0

Providing and laying Brick Masonry Work in Cement mortar in 687 Foundation / structure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications., Cement sand mortar (1:3)

cum

0

686

Providing and laying Brick Masonry Work in Cement mortar in Foundation / structure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications., Cement sand mortar (1:3), Using Concrete Mixer

cum

0

Providing and laying Brick Masonry Work in Cement mortar in 689 Foundation / structure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications., Cement sand mortar (1:4)

cum

0

Providing and laying Brick Masonry Work in Cement mortar in Foundation / structure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications., Cement sand mortar (1:4), Using Concrete Mixer

cum

0

Providing and laying Brick Masonry Work in Cement mortar in 691 Foundation / structure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications., Cement sand mortar (1:6)

cum

0

Providing and laying Brick Masonry Work in Cement mortar in Foundation / structure complete excluding Pointing and Plastering, as 692 per Drawing and Technical Specifications., Cement sand mortar (1:6), Using Concrete Mixer

cum

0

Providing and laying Brick masonry work in superstructure/ sub-structure 693 complete excluding pointing and plastering, as per drawing and cum Technical Specifications, Cement Mortar 1:2 (1 cement : 2 sand)

0

Providing and laying Brick masonry work in superstructure/ sub-structure complete excluding pointing and plastering, as per drawing and cum Technical Specifications, Cement Mortar 1:2 (1 cement : 2 sand), Using Concrete Mixer

0

Providing and laying Brick masonry work in superstructure/ sub-structure 695 complete excluding pointing and plastering, as per drawing and cum Technical Specifications, Cement Mortar 1:3 (1 cement : 3 sand)

0

Providing and laying Brick masonry work in superstructure/ sub-structure complete excluding pointing and plastering, as per drawing and cum Technical Specifications, Cement Mortar 1:3 (1 cement : 3 sand), Using Concrete Mixer

0

Providing and laying Brick masonry work in superstructure/ sub-structure 697 complete excluding pointing and plastering, as per drawing and cum Technical Specifications, Cement Mortar 1:4 (1 cement : 4 sand)

0

Providing and laying Brick masonry work in superstructure/ sub-structure complete excluding pointing and plastering, as per drawing and cum Technical Specifications, Cement Mortar 1:4 (1 cement : 4 sand), Using Concrete Mixer

0

Providing and laying Brick masonry work in superstructure/ sub-structure 699 complete excluding pointing and plastering, as per drawing and cum Technical Specifications, Cement Mortar 1:6 (1 cement : 6 sand)

0

700

Providing and laying Brick masonry work in superstructure/ sub-structure complete excluding pointing and plastering, as per drawing and cum Technical Specifications, Cement Mortar 1:6 (1 cement : 6 sand), Using Concrete Mixer

0

701

Providing, and applying Pointing with cement mortar (1:3 ) on brick work sqm in structure as per Technical Specifications .

0

Providing and applying 12.5 mm thick Plaster with cement mortar on 702 brick work structure as per Technical Specifications , Cement Mortar 1:2 sqm (1 cement : 2 sand)

0

Providing and applying 12.5 mm thick Plaster with cement mortar on 703 brick work structure as per Technical Specifications , Cement Mortar 1:2 sqm (1 cement : 2 sand), Using Concrete Mixer

0

688

690

694

696

698

Providing and applying 12.5 mm thick Plaster with cement mortar on 704 brick work structure as per Technical Specifications , Cement Mortar 1:3 sqm (1 cement : 3 sand)

0

Providing and applying 12.5 mm thick Plaster with cement mortar on 705 brick work structure as per Technical Specifications , Cement Mortar 1:3 sqm (1 cement : 3 sand), Using Concrete Mixer

0

Providing and applying 12.5 mm thick Plaster with cement mortar on 706 brick work structure as per Technical Specifications , Cement Mortar 1:4 sqm (1 cement : 4 sand)

0

Providing and applying 12.5 mm thick Plaster with cement mortar on 707 brick work structure as per Technical Specifications , Cement Mortar 1:4 sqm (1 cement : 4 sand), Using Concrete Mixer

0

Providing and laying weep holes in Brick works / Masonry/ Plain/ 708 Reinforced concrete abutment, wing wall/ return wall with 100 mm dia HDPE pipe as per Drawing and Technical Specifications.

0

meter

Providing and laying of dry Stone Masonry Work as per Drawing and cum Technical Specifications Providing and laying of Random rubble stone Masonry in mud Mortar as 710 cum per Drawing and Technical Specifications. 709

0 0

Random Rubble Masonry, Providing and laying of Stone Masonry Work 711 in Cement Mortar 1:3 in Foundation complete as per Drawing and cum Technical Specifications.

0

Random Rubble Masonry, Providing and laying of Stone Masonry Work 712 in Cement Mortar 1:3 in Foundation complete as per Drawing and cum Technical Specifications., Using Concrete Mixer

0

Random Rubble Masonry, Providing and laying of Stone Masonry Work 713 in Cement Mortar 1:4 in Foundation complete as per Drawing and cum Technical Specifications.

0

Random Rubble Masonry, Providing and laying of Stone Masonry Work 714 in Cement Mortar 1:4 in Foundation complete as per Drawing and cum Technical Specifications., Using Concrete Mixer

0

Random Rubble Masonry, Providing and laying of Stone Masonry Work 715 in Cement Mortar 1:6 in Foundation complete as per Drawing and cum Technical Specifications.

0

Random Rubble Masonry, Providing and laying of Stone Masonry Work 716 in Cement Mortar 1:6 in Foundation complete as per Drawing and cum Technical Specifications., Using Concrete Mixer

0

Providing and laying Stone Masonry work in cement mortar 1:3 in 717 structure complete as per drawing and Technical Specifications, Random Rubble Masonry

cum

0

Providing and laying Stone Masonry work in cement mortar 1:3 in 718 structure complete as per drawing and Technical Specifications, Random Rubble Masonry, Using Concrete Mixer

cum

0

Providing and laying Stone Masonry work in cement mortar 1:3 in 719 structure complete as per drawing and Technical Specifications, Coursed rubble Masonry (first sort )

cum

0

Providing and laying Stone Masonry work in cement mortar 1:3 in 720 structure complete as per drawing and Technical Specifications, Coursed rubble Masonry (first sort ), Using Concrete Mixer

cum

0

Providing and laying Stone Masonry work in cement mortar 1:4 in 721 structure complete as per Drawing and Technical, Random Rubble Masonry

cum

0

Providing and laying Stone Masonry work in cement mortar 1:4 in 722 structure complete as per Drawing and Technical, Random Rubble Masonry, Using Concrete Mixer

cum

0

Providing and laying Stone Masonry work in cement mortar 1:4 in 723 structure complete as per Drawing and Technical, Coursed rubble Masonry (first sort )

cum

0

Providing and laying Stone Masonry work in cement mortar 1:4 in 724 structure complete as per Drawing and Technical, Coursed rubble Masonry (first sort ), Using Concrete Mixer

cum

0

Providing and laying Stone Masonry work in cement mortar 1:6 in 725 structure complete as per Drawing and Technical Specifications, Random Rubble Masonry (coursed/uncoursed)

cum

0

Providing and laying Stone Masonry work in cement mortar 1:6 in 726 structure complete as per Drawing and Technical, Random Rubble Masonry, Using Concrete Mixer

cum

0

Providing and laying Stone Masonry work in cement mortar 1:6 in 727 structure complete as per Drawing and Technical Specifications, Coursed rubble Masonry (first sort )

cum

0

Providing and laying Stone Masonry work in cement mortar 1:4 in 728 structure complete as per Drawing and Technical, Coursed rubble Masonry (first sort ), Using Concrete Mixer

cum

0

Providing and Pointing with cement mortar on masonry work in structure sqm as per Technical Specifications, cement mortar (1:3 )

0

Providing and Pointing with cement mortar on masonry work in structure 730 as per Technical Specifications, cement mortar (1:3 ), Using Concrete sqm Mixer

0

Providing and Pointing with cement mortar on masonry work in structure sqm as per Technical Specifications, cement mortar (1:2 )

0

Providing and Pointing with cement mortar on masonry work in structure 732 as per Technical Specifications, cement mortar (1:2 ), Using Concrete sqm Mixer

0

Providing and Pointing with cement mortar on masonry work in structure sqm as per Technical Specifications, cement mortar (1:1)

0

Providing and Pointing with cement mortar on masonry work in structure 734 as per Technical Specifications, cement mortar (1:1), Using Concrete sqm Mixer

0

Removal of existing cement concrete wearing coat including its disposal complete, Removal of existing cement concrete wearing coat including 735 its disposal without causing any detrimental effect to any part of the sqm bridge structure and removal of dismantled material complete as per Technical Specification

0

Removal of existing cement concrete wearing coat including its disposal complete, Removal of existing cement concrete wearing coat including 736 its disposal without causing any detrimental effect to any part of the cum bridge structure and removal of dismantled material with all lifts and lead complete as per Technical Specifications

0

Removal of existing cement concrete wearing coat including its disposal complete, Removal of existing asphaltic wearing coat comprising of 50 737 mm thick asphaltic concert laid over 12 mm thick mastic asphalt sqm including disposal with all lift and lead complete as per Technical Specification and Direction of the Engineer.

0

729

731

733

Providing and application of gunite/shortcrete to repare of damaged concrete section/ concrete covers on slab , girder ,beam etc with high 738 early strength , low rebound sprayable thixotropic repair mortar mixed sqm by machine, lead 30m (including 25% loss) average thickness of application-35 mm . 739

Providing and application of Gunite/ Shotcreate concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical Specifications., Mix 1:3 ( Cement and Coarse sand)

0

sqm

0

Providing and application of Gunite/ Shotcreate concrete surface with cement mortar applied with compressor after cleaning surface and 740 sqm spraying with epoxy complete as per Technical Specifications., Mix 1:1:2 ( Cement :sand: aggregate)

0

741

Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy

0

Providing and Sealing of cracks/porous concrete by injection process 742 through nipples/Grouting complete as per Technical Specification., Cement Grout

kg

0

Providing and Sealing of cracks/porous concrete by injection process 743 through nipples/Grouting complete as per Technical Specification., Cement Mortar (1:1) Grouting

kg

0

Providing and Sealing of cracks/porous concrete by injection process 744 through nipples/Grouting complete as per Technical Specification., Low liter viscosity epoxy injection resin

0

745

Providing and replacement of Crash Barrier as per Drawing, Technical Specifications and instruction of the Engineer.

meter

0

746

Patching of damaged concrete surface with polymer concrete/ micro concrete and curing compounds, Providing and applying polymer concrete and curing compounds on damaged concrete surface as per instructions of manufacturer and approval of the Engineer.

sqm

0

Patching of damaged concrete surface with polymer concrete/ micro concrete and curing compounds, Providing and applying Micro concreting on damaged concrete (slab/beam/abutment section of the 747 bridges )with ready to use high early high strength , free flow , non cum shrink self compacting Micro concrete ( M 60 & above)With adding 20% local aggregates of 10 mm down) as per instructions of manufacturer and approval of the Engineer.

0

Patching of damaged concrete surface with polymer concrete/ micro concrete and curing compounds, Providing and applying Micro concreting on damaged concrete ( slab /beam/ abutment section of the 748 cum bridges )with ready to use high early high strength , free flow , non shrink self compacting Micro concrete ( M 60 & above) as per instructions of manufacturer and approval of the Engineer.

0

Providing and applying Epoxy adhesive and Sealing of crack / porous 749 concrete with Epoxy Grout by injection with nipples complete as per direction of the Engineer.

0

kg

Providing and Applying epoxy mortar over leached, honey combed and 750 spalled concrete surface and exposed steel reinforcement complete as sqm per Technical Specification

0

751

Providing and applying the Shotcreate mixture mechanically with compressed air under pressure, sprayable less rebound ( rebou and sqm quick setting comnd 25 %) as per Technical specifications and direction of the Engineer.

Providing and applying pre-packed cement based polymer mortar for replacement of spalled concrete Providing and applying Epoxy bonding of new concrete to old concrete 753 as per technical Specifications and direction of the Engineer. Providing and replacement of Bearings complete as per Technical 754 Specification and direction of the Engineer. Providing required parts and rectification of Bearings as per Technical 755 Specifications and direction of the Engineer. Providing and replacement of Expansion Joints complete as per 756 drawings, Technical specifications and direction of the Engineer. Providing and replacement of Damaged Concrete Railing as per 757 Drawing, Technical Specifications and direction of the Engineer,. Providing and replacement of Damaged mild steel railing as per 758 Drawing, Technical Specifications and direction of the Engineer. 752

759

0

sqm

0

sqm

0

nos

0

nos

0

meter

0

meter

0

meter

0

Repair of Crash Barrier, Providing and repair of concrete crash barrier with cement concrete M-30 grade by cutting and trimming the damaged meter portion to a regular shape, cleaning the area to be repaired thoroughly, applying cement concert after erection of proper form work.

0

Providing and repair of RCC railing to bring it to the original shape as 760 per Drawing, Technical Specifications and instruction of the Engineer., Repair of RCC Railing

meter

0

Repair of Steel Railing, Providing and repair of steel railing to bring it to 761 the original shape as per Drawing, Technical Specifications and direction meter of the Engineer.

0

Painting of Steel Bridge, Providing and painting steel bridge including removal of old paints by sand blasting cleaning and repairing of metal 762 surfaces for the application of new paints as per specification and direction of the Engineer.

sqm

0

Providing and Painting of steel bridges with one coat of primer, one coat sqm of epoxy and 2 coats of acrylic polyurethane as per specification.

0

Providing and painting of steel bridges with one coat of primer, one coat 764 of epoxy and 2 coats of acrylic polyurethane, without sprayer machine sqm as per specification

0

763

765

Repair of Joint Grooves with Epoxy Mortar, Providing and repair of spalled joint grooves of contraction joints, longitudinal joints and expansion joints in concrete pavements using epoxy mortar or epoxy concrete as per Technical Specifications and direction of the Engineer.

meter

0

766

Repair of old Joints Sealant, Providing and repair of old joints including removal of existing sealant and re sealing of contraction, longitudinal or meter expansion joints in concrete pavement with fresh sealant material as per Drawing and Technical Specifications.

0

Concrete Jacketing, Preparation, hacking and cleaning of existing surface for concrete jacketing as per direction of the Engineer. Concrete Jacketing, Drilling Holes on existing concrete surface of 16 768 mm diameter and 300 mm depth 769 Concrete Jacketing, Providing and fixing Anchor bar 770 Concrete Jacketing, Providing and Filling drill hole with Epoxy Grout 767

sqm

0

nos

0

kg

0 0

771

Concrete Jacketing, Providing and applying Micro silica/ silica fume concreting for concrete jacketing works ( slab /beam/ abutment section cum of the bridges ) as per instructions of manufacturer and as approved by the Engineer.

0

772

Corrosion Treatment of Rebar's, Providing accessories and removal of rust from exposed rebar area as per direction of the Engineer.

sqm

0

Corrosion Treatment of Rebar's, Providing and Application of Rust 773 Cleaning & passivating agent as per manufacturer' s guidelines and instruction of the Engineer.

sqm

0

Corrosion Treatment of Rebar's, Providing and Application of Alkaline, polymeric, elastomeric formulation designed to protect steel from 774 corrosion as per manufacturer' s guidelines and instruction of the Engineer.

sqm

0

Corrosion Treatment of Rebar's, Providing and Application of Acrylic 775 Based bond coat for reinforcement as per manufacturer' s guidelines and instruction of the Engineer.

sqm

0

Corrosion Treatment of Rebar's, Providing and Application of Pre776 packed polymer modified mortar as per manufacturer' s guidelines and instruction of the Engineer.

0

Corrosion Treatment of Rebar's, Providing and Application of concrete 777 penetrating corrosion inhibitor as per manufacturer' s guidelines and instruction of the Engineer.

sqm

0

Providing and Application of 3 coat of high build micro porous anti 778 carbonation coating on concrete surface as per manufacturer' s guidelines and instruction of the Engineer.

sqm

0

Fiber Reinforced Polymer works, Providing and Application of Fiber 779 reinforced polymer ( carbon fiber) as per manufacturer' s guidelines and sqm instruction of the Engineer.

0

Fiber Reinforced Polymer works, Providing and Application of carbon 780 laminated ( 50 mm wide 1.4 mm thick) system as per manufacturer' s guidelines and instruction of the Engineer.

0

meter

Fiber Reinforced Polymer works, Providing and Application of 3 coat of 781 two component aliphatic Polyurethane Coating on concrete surface as sqm per manufacturer' s guidelines and instruction of the Engineer.

0

Repair of Gabion wall, Providing and repair of spalled gabion box/ 782 mattress including dressing bedding, bonding tying all as per Technical cum Specification direction of the Engineer.

0

Repair of masonry wall / side drain, Providing and repair of spalled 783 masonry wall/ side drain of random rubble masonry in cement mortar 1:4 as per Technical Specifications and direction of the Engineer.

cum

0

Inspection and Re-tightening of Nut bolt and other accessories, Inspection and Re-tightening of Nut bolt and other accessories of Cables/ Structural parts/Steel truss/ steel girder as per Technical Specifications and direction of the Engineer.

nos

0

Collection and preparation of seeds, Collection of grass seeds from 785 sources within 1 km of the road, including separating and preparing seed for storage, and drying seed in the sun.

kg

0

Collection and preparation of seeds, Collection of medium-sized shrub 786 seeds (e.g. Keraukose) from sources within 1 km of the road, including kg seed preparation for storage after drying.

0

784

Collection and preparation of seeds, Collection of medium-sized shrub 787 seeds (e.g. Keraukose) from sources within 1 km of the road, including kg seed preparation for storage after drying.

0

Collection and preparation of seeds, Collection of medium-sized shrub and tree seeds (e.g. areli, khayer, ghobre and rani salla, sisau) from kg sources within 1 km of the road, including seed preparation for storage after drying.

0

788

Collection and preparation of seeds, Collection of small shrub and tree 789 seeds (e.g. Dhanyero, dhusun, tilka, utis) from the sources within 1 km of the of the road, including seed preparation for storage after drying.

kg

0

Collection of grass and hardwood cuttings for vegetative propagation, 790 Collection of grass clumps (e.g. amliso, kans, khar)from sources within slips 1 km of the road to make slips for multiplication in the nursery.

0

Collection of grass and hardwood cuttings for vegetative propagation, Collection of cuttings of small bamboos (e.g. padang bans, tite nigalo slips bans), suitable for traditional planting, from the sources within of the road. Material minimum 10 cm of the rooted rhizome and 90 cm of culm.

0

Collection of grass and hardwood cuttings for vegetative propagation, Collection of hardwood cuttings (e.g. assuro, basin, kanda phul, 792 slips namdi phul, saruwa, simali) , from the sources within of the road of the road. Material minimum 30 cm in length and 2 cm in dia.

0

Nursery operation and management (bed preparation), Construction of seed beds for tree seedlings, including Materials for beds and shades. Bed is 1 m wide x 17 cm high and made up of 5 cm of washed gravel, 5 793 sqm cm of unsieved forest soil, 5 cm of 1:3 mix of sieved forest soil, and washed sand, 2 cm of washed, sieved and sterilized sand. [Add 5% to the number of bricks to allow for normal wastage].

0

Nursery operation and management (bed preparation), Construction of stand out beds for tree seedling in polypots, including Material for beds 794 and shades.Bed is 100 cm wide x 15 cm high, with a layer of gravel sqm placed above the compacted ground. [Add 5% to the number of bricks to allow for normal wastages.]

0

Nursery operation and management (bed preparation), Construction of beds for grass seeds, grass slips (i.e. vegetative propagation ) and tree cuttings, including Materials and hessian cover. Bed is 100 cm wide x 795 sqm 25 cm high and made up of of washed gravel placed above the ground, of 1:1 mix of sieved soil and compost, and topped with 15 cm of 3:1 mix of sieved forest topsoil and washed sand.

0

Nursery operation and management (bed preparation), Construction of beds for propagation of bamboo culm cuttings, including Materials and 796 hessian cover. Bed is 100 cm wide x 30 cm high. The ground below the sqm bed is dug to a depth of 30 cm. Bed is made with 10 cm unsieved soil and 20 cm high is formed around the edge.

0

791

797

Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Tree seed sowing @ 10 gram per sqm. (medium sized seeds ) or 2 gram per sqm (very fine seeds) into seed beds including pre-sowing treatment.

sqm

0

Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Preparing potting mix and filling polypots, 798 including all Materials for container seedlings. [Note. 1 kg of 200 gauge nos polypots (4" x 7" laid flat)= 464 bags; 200 gauge black polythene is preferred] 799

Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Direct sowing of tree seeds into polypots including seed treatment, by sowing one seed in half the pots and two seeds in the other half.

0

nos

0

Nursery operation and management (seed sowing and transplanting; 800 planting hardwood cuttings), Pricking out young seedling and transplanting into polypots.

nos

0

Nursery operation and management (seed sowing and transplanting; 801 planting hardwood cuttings), Pricking out young seedling and transplanting into beds.

nos

0

Nursery operation and management (seed sowing and transplanting; 802 planting hardwood cuttings), Transplanting grass slips into beds, from clumps. Slips are planted at 10 cm centers in row 25 cm apart.

sqm

0

Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Planting of hardwood cuttings of minimum length to 20 cm depth into prepared beds. Cutting spaced at centers within rows, with 20 cm between rows.

nos

0

Preparation of raised Materials for extraction from the nursery, Grass 804 culm cutting production from nursery stock: single or double node (e.g. napier)

nos

0

Preparation of raised Materials for extraction from the nursery, Uprooting nos and preparing grass slips ready for site planting from nursery seedling.

0

Preparation of raised Materials for extraction from the nursery, Uprooting 806 and preparing grass slips ready for site planting from nursery grass nos clumps raised from slips by vegetative propagation.

0

Compost and mulch production, Mulch production by collection and 807 cutting of weeds and other vegetation such as tite pati, banmara etc., within 1 km of the road, and stacking along roadside.

cum

0

Compost and mulch production, Compost production by collection and 808 cutting of weeds and other vegetation such as tite pati, banmara etc., within 1 km of the road, including fine cutting and filling compost pit.

cum

0

cum

0

sqm

0

sqm

0

Direct seedling on site, Broadcasting grass seeds on slopes <40-45* including cover with long mulch, and jute netting of mesh size 300 mm * 812 500 mm. Seedling @25 g per sqm. Operation includes pegging with sqm suitable live pegs or hardwood cutting (e.g. Simali) 1 m spacing, jute net of 6.75 m* size.

0

Direct seedling on site, Sowing shrub or tree seeds on all slopes at 25 813 cm intervals, including digging planting holes to 5 cm depth and covering with soil. Two seeds per planting hole.

0

803

805

809 Compost and mulch production, Turning compost once per month. Direct seedling on site, Broadcasting grass seeds on slopes <40o; 810 seedling rate 25 g per sqm. Direct seedling on site, Broadcasting grass seeds on slopes <40o 811 ;including cover with long mulch, seedling rate 25 g per sqm.

sqm

Planting grass on site, Planting single node culm cutting of grass (e.g. napier) on fill slopes<45 and embankment slopes in plain areas. Approx. nos length 15-, including digging planting hole 10 - 20 cm depth using a metal rod or hardwood peg.

0

Planting grass on site, Planting single node culm cutting of grass (e.g. 815 napier) on fill slopes >45o Approx. length 15-, including digging planting nos hole 10- depth using a metal rod or hardwood peg.

0

Planting grass on site, Planting single node culm cutting of grass (e.g. 816 napier) on fill slopes >45o Approx. length 15-, including digging planting nos hole 10- depth using a metal rod or hardwood peg.

0

814

817

Planting grass on site, Planting rooted grass slips on embankment slopes in plain areas, at spacing within the row. The first row is 0.75 m meter from the edge of the pavement and subsequent rows are spaced at intervals down the embankment.

0

818

Planting grass on site, Planting rooted grass slips on the slopes <45o including preparation of slips on site. a max of 5 cm depth with metal rod sqm or Operation includes digging planting hole to hard-wood peg, depending on the nature of the soil. The planting drills should be space

0

819

Planting grass on site, Planting rooted grass slips on the slopes 45o 60o including preparation of slips on site. a max of 5 cm depth with sqm metal rod or Operation includes digging planting hole to hard-wood peg, depending on the nature of the soil. The planting drills should be space

0

820

Planting grass on site, Planting rooted grass slips on the slopes > 60o including preparation of slips on site. a max of 5 cm depth with metal rod sqm or Operation includes digging planting hole to hard-wood peg, depending on the nature of the soil. The planting drills should be space

0

Planting shrub and tree seedling and cutting on site, Planting containerized tree and shrub seedlings, including pitting, transplanting, composting and placing tree guards, on toe of embankment slopes in 821 nos plain areas, not less than 8 m from the road center line. Pit size 30 cm diameter x depth. Compost volume 1/4 of the volume of the pit, mixed with original soil.

0

Planting shrub and tree seedling and cutting on site, Planting containerized tree and shrub seedlings, including pitting, transplanting, 822 composting and mulching, on slopes < 30o . Pit size 30 cm diameter x nos depth mix Compost with soil and back fill into pit to 1/4 of the pit volume

0

Planting shrub and tree seedling and cutting on site, Planting containerized tree and shrub seedlings, including pitting, transplanting, 823 composting and mulching, on slopes 30o . - 400 Pit size 30 cm nos diameter x depth mix Compost with soil and back fill into pit to 1/4 of the pit volume

0

Planting shrub and tree seedling and cutting on site, Planting rooted tree stump cutting and bare root seedlings, including pitting, transplanting, nos composting and mulching on slopes <300. Pit size 10 cm diameter x depth. Compost volume 1/4 of volume of the pit mix with original soil.

0

824

825

Planting shrub and tree seedling and cutting on site, Planting rooted tree stump cutting and bare root seedlings, including pitting, transplanting, nos composting and mulching on slopes <300 - 45o Pit size 10 cm diameter x depth. Compost volume 1/4 of volume of the pit mix with original soil.

0

826

Planting shrub and tree seedling and cutting on site, Planting rooted tree stump cutting and bare root seedlings, including pitting, transplanting, nos composting and mulching on slopes > 45o Pit size 10 cm diameter x depth. Compost volume 1/4 of volume of the pit mix with original soil.

0

827

Vegetative palisade construction, brush layering and fascines, Collection of hardwood for cuttings for planting Material (e.g. assuro, namdi phul, nos simali)from the sources within of the road. Material to be approx. 1 km in length and minimum 5 cm in diameter.

0

828

Vegetative palisade construction, brush layering and fascines, Preparation and planting of live pegs selected species(e.g. assuro, namdi phul, simali)of minimum length to 0.5 m depth into hard ground. Pegs spaced at centers within rows, and interwoven with vegetation.

meter

0

829

Vegetative palisade construction, brush layering and fascines, Preparation and planting of live pegs selected species(e.g. assuro, meter namdi phul, simali)of minimum length to 0.5 m depth into soft debris. Pegs spaced at 5- centers within rows, and interwoven with vegetation.

0

Vegetative palisade construction, brush layering and fascines, Site 830 preparation for fascine laying: earth works in excavation of trench to 20 cm depth

meter

0

Vegetative palisade construction, brush layering and fascines, Laying of live fascines, using live hardwood cuttings of selected species(e.g. 831 assuro, namdi phul, simali) of minimum length placed in bundles to give meter 4 running meters of cutting per meter of fascine, including backfilling of trench and careful compaction.

0

Jute netting works, Standard jute netting for bare slopes and under planting with slips. Spinning raw jute from 100% jute fiber into yarn and weaving the yarn into netting. Hand spun yarn 5 to 8 mm in diameter, 832 sqm width of net 1.20 meters warp strands 27 no per , mesh size 30-40 mm sq. and 1.25 kg/m weight at 1.20 m width.[Note A Toro is the weaving shuttle, bamboo culm.]normally made from a split large

0

Jute netting works, Wide mesh jute netting for holding mulch on slopes. Spinning raw jute from 100% jute fiber into yarn and weaving the yarn into netting. Hand spun yarn 3 to 5 mm in diameter 1.20 m side and 11.2 833 sqm m long. Mesh size 150 mm x 500 mm rectangular mesh and 0.25 kg/m at 1.20 m width. [Note A torso is the weaving shuttle, normally made from a split large bamboo culm.]

0

834

Jute netting works, Placing 30-40 mm square mesh jute netting on bare slopes (for later under planting with grass slips), including pegging with sqm live hardwood cutting or split bamboo pegs and loosening tension so that the net hugs the slope throughout.

0

835

Jute netting works, Placing 150 x 500 mm mesh jute netting to hold mulch on slopes, including application of mulch and pegging with live sqm hardwood cutting or split bamboo pegs and loosening tension so that the net hugs the slope throughout.

0

836

Gabion bolster cylinders, Providing and laying 60 cm dia gabion bolsters panels: 70 x 100 mm hexagonal mesh wire (10 swg frame and meter 12 Swg mesh) including Earthwork excavation filling with boulder, back filling all complete as per Drawing and Technical Specifications.

0

837

Gabion bolster cylinders, Providing and laying 30 cm dia gabion bolsters panels: 70 x 100mm hexagonal mesh wire (10 swg frame and meter 12 Swg mesh) including Earthwork excavation filling with boulder, back filling all complete as per Drawing and Technical Specifications.

0

Gabion bolster cylinders, Anchoring bolster: 12 mm dia MS re-bar cut into 2 m lengths for anchorage and placed at intervals Gabion bolster cylinders, Providing and laying of terram paper 839 (geotextile) 838

840

meter

0

meter

0

Bamboo tree guards, Providing and weaving bamboo tree guards using bamboo poles as uprights: 1.60 m in height ; and weaving split bamboo meter with the outer wall intact around the posts. Dimension of the guard are 0.60 m diameter x 1.30 high.

0

Turfing, Grass sodding works including sod cutting , transporting , placing in position and water sprinkling (Lead upto 10 m). 842 Turfing, Providing and Spreading manure on the grass turf. 841

sqm

0

sqm

0

sqm

0

Turfing, Seeding and Mulching, Providing required material, Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, 844 fertilizer, mulching material, applying bituminous emulsion at the rate of sqm 0.23 liters per sqm and laying and fixing jute netting, including watering for 3 months all as per specification

0

845

Spreading of Sludge Farm Yard Manure or/and good Earth, Providing and Spreading of sludge farm yard manure or/ and good earth in cum required thickness (cost of sludge, farm yard manure or/and good earth to be paid for separately)

0

846

Grassing with ' Doobs' Grass, Providing and grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till sqm the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed, In rows 15 cm apart in either direction

0

Turfing, Turfing with Sods, Providing, furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or 843 other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering.

847 Grassing with ' Doobs' Grass, In rows 7.5 cm apart in either direction

sqm

0

Making Lawns including Ploughing and Dragging, Providing and making lawns including ploughing and breaking of clod, removal of rubbish, 848 dressing and supplying Doobs grass roots and planting at 15 cm apart, sqm including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm

0

Maintenance of Lawns or Turfing of Slopes, Regular Maintenance of 849 lawns or Turfing of slopes (rough grassing) for a period of one year including watering etc.

sqm

0

Turfing Lawns with Fine Grassing including Ploughing, Dressing, Providing and Turfing lawns with fine grassing including ploughing, 850 dressing including breaking of clods, removal of rubbish, dressing and supplying Doobs grass roots at 10 cm apart, including supplying and spreading of farm yard manure at rate of 0.6 cum per 100 sqm

sqm

0

Maintenance of Lawns with Fine Grassing for the First Year, Regular 851 Maintenance of lawns with fine grassing for the first year including watering etc.

sqm

0

Planting and Maintaining of Permanent Hedges, Providing and Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm 852 deep, refilling the excavated earth mixed with farmyard manure, meter supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart

0

853

Planting and Maintaining of Permanent Hedges, Maintenance of hedge meter for one year

0

854

Planting and Maintaining of Flowering Plants and Shrubs, Providing and planting flowering plants and shrubs in central verge (200 plants and meter 800 shrubs in two rows in one km length of road where width of verge is 3 m and above.)

0

855

Planting and Maintaining of Flowering Plants and Shrubs, Providing and km Maintenance of flowering plants and shrubs in central verge for one year

0

Planting of Trees and their Maintenance for one Year, Providing and Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 856 m deep dug in the ground, mixing the soil with decayed farm yard/sludge nos manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

0

Renovation Lawns including, Weeding, Forking the Ground, Top Dressing with Forked Soil, Renovation lawns including, weeding, forking the ground, top dressing with forked soil, watering and maintenance the 857 lawns, for 30 days or more, till the grass forms a thick lawn, free from sqm weeds, and fit for moving and disposal of rubbish as directed, including supplying good earth, if needed but excluding the cost of well decayed farm yard manure

0

Half Brick Circular Tree Guard, in 2nd Class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground, Providing and laying half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 metres, above 858 nos ground and 0.20 metre below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 (1 cement 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete

0

859

Edging with 2nd Class Bricks, Laid Dry Lengthwise, Providing and edging with 2nd class bricks, laid dry lengthwise, including excavation, meter refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

Making Tree Guard 53 cm dia and 1.3 meter height as per Design from empty bitumen drums, Providing and making tree guard 53 cm dia and 1.3 m high as per design from empty bitumen drum, slit suitably to 860 permit sun and air, (supplied by the department at stock issue rate) including providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets, complete in all respect

0

nos

0

Making Tree Guard 53 cm dia and 2 meter height as per Design from empty bitumen drums, Providing and making tree guard 53 cm dia and 2 metres high as per design from empty bitumen drums, slit suitably to 861 permit sun and air, ( supplied by the department at stock issue rate) nos including providing and fixing four legs 40 cm long of 30 x 3 mm MS riveted to tree guard and providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets complete in all respects

0

Wrought Iron and Mild Steel Welded Work, Providing Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. 862 kg including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately

0

Tree Guard with MS Iron, Providing and fixing MS iron tree guard 60 cm dia and 2 meter high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron 863 nos rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects.

0

Tree Guard with MS Angle Iron and Steel Wire, Providing and fixing tree guard 0.60 meter square, 2.00 meter high fabricated with MS angle iron nos 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire 3 mm dia welded and fabricated as per design in two halves bolted together

0

Compensatory Afforestation, Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 m by grubbing and leveling the ground upto a depth of 150 mm, digging holes 865 sqm 0.9 m dia, 1 m deep, mixing farm yard/sludge manure with soil, planting of sapling 2 m high with 25 cm dia stem, backfilling the hole and watering

0

Fog Spray, Providing and applying low viscosity bitumen emulsion for 866 sealing cracks less than 3 mm wide or incipient fretting or disintegration sqm in an existing bituminous surfacing.

0

867

Fog Spray, Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration sqm in an existing bituminous surfacing., In case it is decided by the engineer to blind the fog spray.

0

868

Hill Side Drain Clearance, Removal of earth from the choked hill side drain and disposing it on the valley side manually

meter

0

Km - day

0

Maintenance, Carryout Routine ( regular maintenance) of Black top/ 870 Gravel road in Hilly area as per Technical Specifications and direction of Km - day the Engineer,

0

Maintenance, Carryout Routine ( regular maintenance) of Black top/ 871 Gravel road in Hilly area as per Technical Specifications and direction of 20 km per year the Engineer,

0

864

Maintenance,Carryout Routine ( regular maintenance) of Black top/ 869 Gravel road in plain area ( Terai) as per Technical Specifications and direction of the Engineer,

872

Restoration of Rain Cuts. Providing and restoration of rain cuts in embankment slopes as per specification and direction of the Engineer.

cum

0

Providing and restoration of rain cuts with surrounding material benching for 300 mm width, laying fresh Material in layers not exceeding 873 250 mm and compacting to restore the original alignment, levels and cum slopes as per Technical Specification and direction of the Engineer.Manual means

0

Providing and restoration of rain cuts benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting to 874 restore the original alignment, levels and slopes as per Specification and direction of the Engineer., Mechanical Means including conveyance of earth from other surrounding area with lead

0

875

Maintenance of Earthen Shoulder (filling with fresh soil), Providing and making up loss of Material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting as per Technical Specification and direction of the Engineer.

0

Maintenance of Earth Shoulder (stripping excess soil), Stripping excess soil from the shoulder surface to achieve the approved level and 876 sqm compacting as per Technical Specifications and direction of the Engineer.

0

Providing, laying and restoration of rain cuts with gravel or river bed Material , benching for 300 mm width, laying fresh Material in layers not exceeding 250 mm and compacting to restore the original alignment, 877 cum levels and slopes as per Technical specifications and direction of the Engineer., Mechanical Means including conveyance of river bed gravel with lead

0

Maintenance of bituminous surface road with Emulsion, Providing required material and repair to pot holes including removal of failed material, trimming the sides to vertical , leveling the bottom, cleaning, 878 cum filled with 75 mm Bituminous macadam applying bitumen /emulsion prime coat and tack coat as per Technical Specifications and direction of the Engineer.

0

Maintenance of bituminous surface road with Emulsion, Providing required material and repair pot holes including removal of loose 879 material, trimming of sides, cleaning of surface applying tack coat , 20 mm thick pre-mix carpet and seal coat with bitumen emulsion as per Technical Specifications and direction of the Engineer.

0

Filling Pot-holes and Patch Repairs with open-Graded Premix surfacing, 20 mm., Providing required material and repair the the pot holes including removal of failed material, trimming and finishing the surface 880 sqm applying tack coat on the sides and base of excavation , backfilling with hot bituminous Material and compaction as per Technical Specification and instruction of the Engineer.

0

Filling Pot-holes and Patch Repairs with Bituminous concrete, 40 mm., Providing required material and repair the pot holes including removal of failed material, trimming and finishing the surface applying 881 tack coat on the sides and base of excavation , backfilling with hot bituminous Material and compaction as per Technical Specification and instruction of the Engineer., Grading I - 19 mm(Nominal size)

0

Filling Pot-holes and Patch Repairs with Bituminous concrete, 40 mm., Providing required material and repair the pot holes including removal of failed material, trimming and finishing the surface applying 882 tack coat on the sides and base of excavation , backfilling with hot bituminous Material and compaction as per Technical Specification and instruction of the Engineer., Grading-II 13 mm (Nominal size)

0

Crack Filling, Providing and filling of crack using slow - curing bitumen 883 emulsion and applying crusher dust in case crack are wider than 3 mm as per Technical Specifications and instruction of the Engineer

meter

0

Dusting, Providing and applying crusher dust to areas of road where 884 bleeding of excess bitumen has occurred as per Technical Specifications and direction of the Engineer.

sqm

0

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water 885 on a road surface including cleaning of surface, mixing of slurry seal in sqm a suitable mobile plant, laying and compacting to provide even riding surface, 5 mm thickness

0

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water 886 on a road surface including cleaning of surface, mixing of slurry seal in sqm a suitable mobile plant, laying and compacting to provide even riding surface, 3 mm thickness

0

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water 887 on a road surface including cleaning of surface, mixing of slurry seal in sqm a suitable mobile plant, laying and compacting to provide even riding surface, 1.5 mm thickness

0

Crack Prevention Courses, Stress Absorbing Membrane (SAM) crack width less than 6 mm, Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder , 888 sqm sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates as per Drawing and Technical Specifications.

0

Crack Prevention Courses, Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm, Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder 889 sqm complying , sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates as per Drawing and Technical specifications.

0

Crack Prevention Courses, Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 %, Providing and laying a single coat of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 % 890 after cleaning with a mechanical broom, using modified binder , sqm sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished as per Drawing and Technical specifications.

0

Crack Prevention Courses, Bitumen Impregnated Geotextile, Providing and laying a bitumen impregnated geotextile layer after cleaning the 891 road surface, geotextile conforming to requirements of section 2400, sqm laid over a tack coat with 1.05 kg per sqm of paving grade bitumen and constructed as per Drawing and Technical specifications.

0

Surface Dressing for maintenance works., Providing and laying surfacing dressing as wearing course in single coat using gravel of 892 specified size for maintenance / repair works as per Technical sqm Specification and instruction of the Engineer., :-19 mm nominal chipping size

0

Surface Dressing for maintenance works., Providing and laying surfacing dressing as wearing course in single coat using gravel of 893 specified size for maintenance / repair works as per Technical Specification and instruction of the Engineer., 13 mm nominal size chipping

sqm

0

Surface Dressing for maintenance works., Providing and laying surfacing dressing as wearing course in single coat using gravel of 894 specified size for maintenance / repair works as per Technical Specification and instruction of the Engineer., 9.5 mm nominal size chipping

sqm

0

Surface Dressing for maintenance works., Providing and laying surfacing dressing as wearing course in single coat using gravel of 895 specified size for maintenance / repair works as per Technical Specification and instruction of the Engineer., 6 mm nominal size chipping

sqm

0

Land Slide Clearance in soil, Clearance of land slides in soil and cum ordinary rock by a bull-dozer and disposal of the same on the valley side

0

Land Slide Clearance in soil, Clearance of land slides in soil and 897 ordinary rock by a Loader and disposal of the same on the valley side or cum loaded to a truck.

0

Landslide Clearance in Hard Rock Requiring Blasting, Clearing of land 898 slide in hard rock requiring blasting for 50 per cent of the boulders and disposal of the same on the valley side.

cum

0

cum

0

km

0

km

0

896

Snow Clearance on Roads with Dozer, Snow clearance from road surface by a machine and disposing it on the valley side Carryout Routine using Labour based method for Local road as per 900 direction of the Engineer,, District Road , Rural road class "A" Carryout Routine using Labour based method for Local road as per 901 direction of the Engineer,, Village Road , Rural road class "B" Carryout Routine using Labour based method for Local road as per 902 direction of the Engineer,, Main Trail , Rural road Class "C" Carryout Routine using Labour based method for Local road as per 903 direction of the Engineer,, Village Trail , Rural road Class "D" 899

0 0

904

Excavation of pits/trenches for sub-surface Geo-technical investigation in mixed soil and lifting of material all complete (Length & breath depending upon working condition) as per direction of the Engineer., Depth up to 3 m

cum

0

905

Excavation of pits/trenches for sub-surface Geo-technical investigation in mixed soil and lifting of material all complete (Length & breath depending upon working condition) as per direction of the Engineer., Depth up to 3 - 4.5 m

cum

0

Mobilisation and Demobilisation of drilling / Boring equipments, 906 accessories, etc for sub-surface Geo-technical investigation as per direction ., BT Surfaced Road, Speed with load : 15 km / hour.

km-job

0

Mobilisation and Demobilisation of drilling / Boring equipments, 907 accessories, etc for sub-surface Geo-technical investigation as per direction ., Gravelled Road, Speed with load : 15 km / hour.

km-job

0

Mobilisation and Demobilisation of drilling / Boring equipments, 908 accessories, etc for sub-surface Geo-technical investigation as per direction ., Earthen road, Speed with load : 15 km / hour.

km-job

0

nos

0

909

Erect dismantle and move boring rig with drilling equipments at each bore hole complete as directed by the Engineer..

Bore with shell and auger or by percussion method in all soils other than 910 rock to a depth below ground level complete as directed by the meter Engineer., Depth below bed level upto 5.0 m

0

Bore with shell and auger or by percussion method in all soils other than 911 rock to a depth below ground level complete as directed by the meter Engineer., Depth below bed level 5.0 m - 10 m

0

Bore with shell and auger or by percussion method in all soils other than 912 rock to a depth below ground level complete as directed by the meter Engineer., Depth below bed level 10 m - 15m

0

Bore with shell and auger or by percussion method in all soils other than 913 rock to a depth below ground level complete as directed by the meter Engineer., Depth below bed level 15 m - 20 m

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 914 below ground level with Tungstun carbide bits including core sampling meter all complete as directed, soft Soil, Depth below bed level upto 5.0 M

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 915 below ground level with Tungstun carbide bits including core sampling meter all complete as directed, soft Soil, Depth below bed level 5.0 m - 10 m

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 916 below ground level with Tungstun carbide bits including core sampling meter all complete as directed, soft Soil, Depth below bed level 10 m - 15m

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 917 below ground level with Tungstun carbide bits including core sampling meter all complete as directed, soft Soil, Depth below bed level 15 m - 20 m

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 918 below ground level with Tungstun carbide bits including core sampling meter all complete as directed, soft Soil, Depth below bed level 20 m - 25 m

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 919 below ground level with Tungstun carbide bits including core sampling meter all complete as directed, soft Soil, Depth below bed level > 25 m

0

920

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling meter all complete as directed, Soil ( gravel BMS etc), Depth below bed level upto 5.0 M

0

921

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling meter all complete as directed, Soil ( gravel BMS etc), Depth below bed level 5.0 m - 10 m

0

922

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling meter all complete as directed, Soil ( gravel BMS etc), Depth below bed level 10 m - 15m

0

923

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling meter all complete as directed, Soil ( gravel BMS etc), Depth below bed level 15 m - 20 m

0

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling meter all complete as directed, Soil ( gravel BMS etc), Depth below bed level 20 m - 25 m

0

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling 925 meter all complete as directed, Soil ( gravel BMS etc), Depth below bed level > 25 m

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 926 below ground level with Tungstun carbide bits including core sampling meter all complete as directed, Soft Rock, Depth below bed level upto 5.0 m

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 927 below ground level with Tungstun carbide bits including core sampling meter all complete as directed, Soft Rock, Depth below bed level 5.0 m - 10 m

0

928

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling meter all complete as directed, Soft Rock, Depth below bed level 10 m - 15m : Add 20

0

929

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling meter all complete as directed, Soft Rock, Depth below bed level 15 m - 20 mM

0

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling 930 meter all complete as directed, Soft Rock, Depth below bed level 20 m - 25 mM

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 931 below ground level with Tungstun carbide bits including core sampling meter all complete as directed, Soft Rock, Depth below bed level > 25

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 932 below ground level with Tungstun carbide bits including core sampling meter all complete as directed, Hard Rock, Depth below bed level upto 5.0 m

0

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling meter all complete as directed, Hard Rock, Depth below bed level 5.0 m - 10 m

0

Rotary core drilling in soil /rock and take continuous rock core to a depth 934 below ground level with Tungstun carbide bits including core sampling meter all complete as directed, Hard Rock, Depth below bed level 10 m - 15m

0

935

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling meter all complete as directed, Hard Rock, Depth below bed level 15 m - 20 mM

0

936

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling meter all complete as directed, Hard Rock, Depth below bed level 20 m - 25 mM

0

924

933

Rotary core drilling in soil /rock and take continuous rock core to a depth 937 below ground level with Tungstun carbide bits including core sampling meter all complete as directed, Hard Rock, Depth below bed level > 25 m

0

938 Taking disturbed sample during drilling as directed by the Engineer.

nos

0

939 Taking Undisturbed sample during drilling as directed by the Engineer.

nos

0

Carry out Standard penetration test (SPT) during borig as directed by 940 the Engineer

nos

0

Providing & installing piezometers at the location of each bore holes for study of fluctuations in water table (Water table studies to be carried out weekly for a period of 3 months) with regular weekly interval and 941 nos predetermined time & day each week and depth of water recorded with respect to the reduced level. Diurnal variations to be noted for 3 selected weeks during the period of observations and reporting.

0

Providing and laying precast RCC railing of M 30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical 942 meter post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per Drawings and Technical specifications.

0

Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification Providing and fixing Drainage Spouts complete as per Drawing and 944 Technical specifications. Filler joint, Providing & fixing 2 mm thick corrugated copper plate in 945 expansion joint complete as per drawing & Technical Specification. , Providing & fixing 20 mm thick compressible fiber board in expansion 946 joint complete as per drawing & Technical Specification. 943

m

0

no

0

meter

0

meter

0

meter

0

meter

0

Asphaltic Plug joint, Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 949 meter 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200 mm x 6 mm of weldable structural steel conforming to IS: 2062, as per Drawings and Technical Specifications.

0

Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm, Providing, fixing and erecting 50 mm dia steel pipe 950 railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m center to center, complete as per Drawing and Technical specifications.

0

947

, Providing and fixing in position 20 mm thick pre-moulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per Drawing and technical specifications.

, Providing and filling joint sealing compound as per drawings and 948 technical specifications with coarse sand and 6 per cent bitumen by weight

meter

Tubular Steel Railing on Precast RCC Posts, 1.2 m High Above Ground Level, Providing, fencing and erecting 50 mm dia painted steel pipe 951 railing in 3 rows on precast M 20 grade RCC vertical posts 1.8 metres meter high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres center to, complete as per Drawing and Technical Specifications.

0

Sub-Total VAT 13% Grand Total with VAT

Note:

All the works as listed above shall be completed complying the Specification, the Special Provision and other Contract The cost of laboratory tests asDocuments. stipulated in the Speicification shall be borne by the Contractor and such cost is deemed to be included in the relevant BOQ items. The numbers in parenthesis [ ] represent the respective Specification number.

Signature of Authorised Person Name of Authorised Person Contractor's Name Address and Telephone No: Seal Date

0 0 0 0 0 0

S.N.

Norms No

1 1.1

2 1.2 3 1.3 4 1.4 5 1.5 6 1.6 7 1.7

8 2.1.I.i.A

Specific ation Clause No.

Description

Unit

Operation and maintenance of Temporary diversion of road/ bridge to keep the 104 road serviceable through out the contract period as per specification and km-month/LS instruction of engineer Carry out maintenance of the existing road to keep the road serviceable through 109 out the contract period as per specification and instruction of the Engineer Km-month Providing and installation of project signboards with size of 1.8 x 1.2 m as per 110 specification and instruction of engineer. nos Providing and establishing camp with mobilization and demobilization for 111 contractor's Labour and staff and demolishing after completion of works as per job the specifications and instruction of the Engineer. Relocation of services / minor infrastructures, as per specifications and 111 instruction of the Engineer. job 116 Supply of Project Record as per specifications and instruction of the Engineer. set Reinstatement of quarry sites at the completion of works as instructed by the 111 engineers. Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 201 sqm lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Manual Means:-, In area of light jungle (less than 15 number per 100 sqm)

Rate (NRs)

0

0 0 0 0 0 0

0

9 2.1.I.i.B

10 2.4.ii.D

11 2.1.I.i.C

12 2.1.I.ii.A

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 201 sqm lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Manual Means:-, In area of thorny jungle ( more than 15 numbers per 100 sqm) Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 202 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Brick / Tile work, Dry brick pitching or brick soling Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 201 lead of 30 meters including removal and disposal of top organic soil not cum exceeding 150 mm in thickness., By Manual Means:-, Felling and uprooting of bamboo clearing the area, stacking of bamboo and disposing of wastes

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 201 sqm lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, In area of light jungle (less than 15 number per 100 sqm )

0

0

0

0

13 2.1.I.ii.B

14 2.1.I.ii.C

15 2.1.II.i.A

16 2.1.II.i.B

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 201 sqm lead of 30 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, In area of thorny jungle ( more than 15 numbers per 100 sqm) Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 201 lead of 30 meters including removal and disposal of top organic soil not cum exceeding 150 mm in thickness., By Mechanical Means, Felling and uprooting of bamboo clearing the area, stacking of bamboo and disposing of wastes

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 201 sqm lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Manual Means:-, In area of light jungle (less than 15 number per 100 sqm) Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 201 sqm lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., In area of thorny jungle ( more than 15 numbers per 100 sqm)

0

0

0

0

17 2.1.II.i.C

18

19

20

2.1.II.ii. A

2.1.II.ii. B

2.1.II.ii. C

21 2.2.i

Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 201 cum lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., Felling and uprooting of bamboo clearing the area, stacking of bamboo and disposing of wastes Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 201 sqm lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, In area of light jungle (less than 15 number per 100 sqm ) Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 201 sqm lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness., By Mechanical Means, In area of thorny jungle ( more than 15 numbers per 100 sqm) Clearing and Grubbing Road Land ., Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable Material to be used or auctioned, up to a 201 lead of 1000 meters including removal and disposal of top organic soil not cum exceeding 150 mm in thickness., By Mechanical Means, Felling and uprooting of bamboo clearing the area, stacking of bamboo and disposing of wastes

Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, 201 stacking of serviceable Material with all lifts and up to a lead of 1000 meters number and earth filling in the depression/pit., Girth from 300 mm to 600 mm

0

0

0

0

0

22 2.2.ii

Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, 201 stacking of serviceable Material with all lifts and up to a lead of 1000 meters number and earth filling in the depression/pit., Girth from 600 mm to 900 mm

0

23 2.2.iii

Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, 201 stacking of serviceable Material with all lifts and up to a lead of 1000 meters number and earth filling in the depression/pit., Girth from 900 mm to 1800 mm

0

24 2.2.iv

Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, 201 stacking of serviceable Material with all lifts and up to a lead of 1000 meters number and earth filling in the depression/pit., Girth from 1800 - 2500 mm

0

25 2.2.v

Cutting of Trees, including cutting of Trunks, Branches and Removal, Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, 201 stacking of serviceable Material with all lifts and up to a lead of 1000 meters number and earth filling in the depression/pit., Girth above 2500 mm

0

26 2.3

Clearing Grass and Removal of Rubbish and Dressing and levelling the construction surface 201 Clearing grass/ top soil and removal up to a distance of 50 meters outside the periphery of the area , including cutting and filling of small undulation., By Manual Means

0

27 2.10.A

Dismantling of kilometer stone including cutting of earth, foundation and 202 disposal of dismantled Material with all lifts and lead upto 1000 m and back number filling of pit., Five KM stone

0

28 2.4.i.I.A

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 202 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Lime /Cement Concrete, By Manual Means, Lime Concrete, cement concrete grade M-10 and below

0

sqm

29 2.4.i.I.B

30 2.4.i.I.C

31 2.4.i.II.A

32 2.4.i.II.B

33 2.4.ii.A

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 202 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Lime /Cement Concrete, By Manual Means, Cement Concrete Grade M-15 & M-20 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 202 cum lifts and lead of 1000 meters, Lime /Cement Concrete, By Manual Means, Prestressed / Reinforced cement concrete grade M-20 & above Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 202 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Lime /Cement Concrete, By Mechanical Means, Cement Concrete Grade M-15 & M-20 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 202 cum lifts and lead of 1000 meters, Lime /Cement Concrete, By Mechanical Means, Prestressed / reinforced cement concrete grade M-20 & above Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 202 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Brick / Tile work, In lime mortar

0

0

0

0

0

34 2.4.ii.B

35 2.4.ii.C

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 202 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Brick / Tile work, In cement mortar Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 202 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Brick / Tile work, In mud mortar

0

0

36 2.10.B

Dismantling of kilometer stone including cutting of earth, foundation and 202 disposal of dismantled Material with all lifts and lead upto 1000 m and back number filling of pit., One KM Stone

0

37 2.4.iii.A

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 202 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Stone Masonry, Rubble stone masonry in lime mortar

0

38 2.4.iii.B

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 202 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Stone Masonry, Rubble stone masonry in cement mortar.

0

39 2.4.iii.C

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 202 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Stone Masonry, Rubble Stone Masonry in mud mortar.

0

40 2.4.iii.D

41 2.4.iii.E

42 2.4.iii.F

43 2.4.iv

44 2.4.v.A

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 202 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Stone Masonry, Dry rubble masonry Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 202 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Dismantling Stone Masonry, Dismantling stone pitching/ dry stone spalls. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 202 cum lifts and lead of 1000 meters, Dismantling Stone Masonry, Dismantling boulders laid in wire crates including opening of crates and stacking dismantled Material. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 202 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Wood Work wrought framed and fixed in frames of trusses upto a height of 5 m above plinth level Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 202 tonne lifts and lead of 1000 meters, Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet., Including dismembering

0

0

0

0

0

45 2.4.v.B

46 2.4.v.C

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 202 tonne lifts and lead of 1000 meters, Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet., Excluding dismembering. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 202 number lifts and lead of 1000 meters, Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet., Extra over item No( v ) A and( v ) B for cutting rivets.

0

0

47 2.4.vi.A

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 202 disposal of unserviceable Material and stacking the serviceable Material with all number lifts and lead of 1000 meters, Scraping of Bricks Dismantled from Brick Work including Stacking., In lime/Cement mortar

0

48 2.4.vi.B

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 202 disposal of unserviceable Material and stacking the serviceable Material with all number lifts and lead of 1000 meters, Scraping of Bricks Dismantled from Brick Work including Stacking., In mud mortar

0

49 2.4.vii.A

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 202 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Scraping of Stone from Dismantled Stone Masonry, In cement and lime mortar

0

50 2.4.vii.B

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 202 disposal of unserviceable Material and stacking the serviceable Material with all cum lifts and lead of 1000 meters, Scraping of Stone from Dismantled Stone Masonry, In Mud mortar

0

51 2.4.viii

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, 202 disposal of unserviceable Material and stacking the serviceable Material with all sqm lifts and lead of 1000 meters, Scarping Plaster in Lime or Cement Mortar from Brick/ Stone Masonry

0

52 2.11

Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of 202 dismantled Material with all lifts and up to a lead of 1000 metres, stacking meter serviceable Material and unserviceable Material separately.

0

53

54

2.4.v.ix. A

2.4.v.ix. B

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 202 meter lifts and lead of 1000 meters, Removing all type of Hume Pipes and Stacking within a lead of 50 metres including Earthwork and Dismantling of Masonry Works., Up to 600 mm dia Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 202 meter lifts and lead of 1000 meters, Removing all type of Hume Pipes and Stacking within a lead of 50 metres including Earthwork and Dismantling of Masonry Works., Above 600 mm to 900 mm dia

0

0

55

2.4.v.ix. C

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all 202 meter lifts and lead of 1000 meters, Removing all type of Hume Pipes and Stacking within a lead of 50 metres including Earthwork and Dismantling of Masonry Works., Above 900 mm

0

56 2.5.I.A

Dismantling of Flexible Pavements, Dismantling of flexible pavements and disposal of dismantled Material up to a lead of 1000 metres, stacking 202 serviceable and unserviceable Material separately, By Manual Means, cum Bituminous courses

0

57 2.5.I.B

Dismantling of Flexible Pavements, Dismantling of flexible pavements and disposal of dismantled Material up to a lead of 1000 metres, stacking 202 serviceable and unserviceable Material separately, By Manual Means, Granular cum courses

0

58 2.5.II.A

Dismantling of Flexible Pavements, Dismantling of flexible pavements and disposal of dismantled Material up to a lead of 1000 metres, stacking 202 serviceable and unserviceable Material separately, By Mechanical Means, cum Bituminous course

0

59 2.6

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock 202 piling at designated locations and disposal of dismantled Material up to a lead of cum 1000 metres, stacking serviceable and unserviceable Material separately

0

60 2.7

Dismantling guard rails by manual means and disposal of dismantled Material 202 with all lifts and up to a lead of 1000 metres, stacking serviceable Material and meter unserviceable Material separately.

0

61 2.8

Dismantling Kerb stone by manual means and disposal of dismantled Material 202 with all lifts and up to a lead of 1000 meter meter

0

62 2.9

Dismantling Kerb stone channel by manual means and disposal of dismantled 202 Material with all lifts and up to a lead of 1000 meter meter

0

63 2.12

Dismantling of CI water pipe line upto 600 mm dia including disposal with all 202 lifts and lead upto 1000 metres and stacking of serviceable Material and meter unserviceable Material separately .

0

64 2.13

Removal of cement concrete pipe of sewer gutter 1500 mm dia including disposal with all lifts and up to a lead of 1000 metres and stacking of 202 serviceable and unserviceable Material separately but excluding earth meter excavation and dismantling of masonry works.

0

65 2.14

Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, 202 disposal with all lifts and up to a lead of 1000 metres and stacking the nos serviceable and unserviceable Material separately

0

66 3.1

67 3.2

Reinforced Soil wall Structure with Tera Mesh System (TMS) Facing:, Providing and fixing Flexible Geogrids ( e.g. Paralink) as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating including secondary reinforcement of Terramesh 301 sqm system (TMS) as per Specifications Clause 2402 with Zinc +PVC coated as Facing material, laying of Geo textile, drainage gallery filling with boulder all complete as per Specifications Reinforced Soil wall Structure with Green Terra Mesh (GTM) Facing:, Providing and fixing Flexible Geogrids ( e.g. Paralink) as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating with design life >100 years including secondary reinforcement of Green Terramesh system (GTM) as per Specifications Clause 301 2402 with Zn+PVC coated with Bio-Mat, Steel Greed made of MS bar (10 mm sqm dia and grid size 160 mm x 160 mm), 3 nos of anchor bars of 10 mm dia to maintain the slope of GTM, laying of Geo textile, drainage gallery filling with boulder etc. all complete as per Specifications.

#NAME?

#NAME?

68 3.3

69 3.3_a

70 4.1

Reinforced Soil wall Structure with Concrete Facing:, Providing and fixing Flexible Geogrids ( e.g. Paralink) as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating with design life >100 years including secondary reinforcement of Green Terramesh system (GTM) as per Specifications Clause 2402 with Zn+PVC coated with Bio-Mat, Steel Greed made of MS bar (10 mm dia and grid size 160 301 mm x 160 mm), 3 nos of anchor bars of 10 mm dia to maintain the slope of sqm GTM, laying of Geo textile, drainage gallery filling with boulder etc. all complete as per Specifications., High Strength Flexible Geogrids ( made of polyester core with polyethylene coating) with Strength as per design ( at least 200 KN/ m) Reinforced Soil wall Structure with Concrete Facing:, Providing and fixing Flexible Geogrids ( e.g. Paralink) as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating with design life >100 years including secondary reinforcement of Green Terramesh system (GTM) as per Specifications Clause 2402 with Zn+PVC 301 coated with Bio-Mat, Steel Greed made of MS bar (10 mm dia and grid size 160 sqm mm x 160 mm), 3 nos of anchor bars of 10 mm dia to maintain the slope of GTM, laying of Geo textile, drainage gallery filling with boulder etc. all complete as per Specifications., Para web 50 KN and 100 ken each Boundary pillar, Providing and fixing of Reinforced cement concrete M 15 grade boundary pillars of standard design Drawing ( top 150 mm dia, bottom 200 mm dia having 1.05 m height, 300 mm above ground and 750 mm below 403 ground with 6 mm dia bar two main bar having 1.84 m length each and 5 nos stirrups fixed in position including finishing and lettering but excluding painting as per Drawing and Technical Specifications.

#NAME?

#NAME?

#NAME?

71 4.2.A

72 4.2.B

73 4.2.C

GI Barbed Wire Fencing 1.2 Meter high with RCC post, Providing and fixing 1.8 meters high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 meters center to center founded in M 15 grade cement concrete, 0.6 meter below ground level, every 15th post, last but 404 one end post and corner post shall be strutted on both sides and meter end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Drawing and Technical Specifications GI Barbed Wire Fencing 1.8 Meter High with RCC post, Providing and fixing 1.8 m high GI barbed wire fencing with 2.4 m RCC M 15 grade 150 mm x 150 mm concrete post placed every 3 m center-to-center founded in M 15 grade cement concrete, 0.6 m below ground level, every 15th post, last but one end 404 post and corner post shall be strutted on both sides and end post on one side meter only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Drawing and Technical Specifications. GI Barbed Wire Fencing 1.2 Meter High on Angle Iron, Providing and fixing 1.2 meters high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 meters center to center founded in M 15 grade cement concrete, 0.6 meter below ground level, every 15th post, end post and 404 corner post shall be strutted on both sides and end post on one side only and meter provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Drawing and Technical Specifications.

#NAME?

#NAME?

#NAME?

74 4.2.D

75 5.4.10 76 5.1 77 5.2 78 5.3 79 5.4.1 80 5.4.2 81 5.4.3 82 5.4.4 83 5.4.5 84 5.4.6

85 5.5.13

GI Barbed Wire Fencing 1.8 Meter High, Providing and fixing 1.8 meters high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 meters center to center founded in M 15 grade cement concrete, 0.6 meter below ground level, every 15th post, last but 404 one end post and corner post shall be strutted on both sides and meter end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Drawing and Technical Specifications Field Test, Carryout Pile Load Test up to 200 tones including all consumable 500 and accessories as per test procedure mentioned in the Technical Specifications. nos/day

#NAME?

0

504 Laboratory Setup including supply of electricity, water, gas and heating etc. set Providing, installing and maintaining Quality control laboratory with 504 equipment as specified in the Technical Specifications. set 504 Operation of Laboratory with Technical support of Laboratory staff Man-month Field Test, Carryout Axle load survey including all consumables and 500 accessories. no. of reading Field Test, Carryout Benkelman Beam Deflection Test including all 500 consumables and accessories. no of reading Field Test, Carryout Field Density test of sub grade/ sub base/ base test by Sand 505 replacement Method as per procedure mentioned in the Technical nos Specifications.

0

505 Field Test, Sampling from Subgrade, Sub base, base and Wearing Course nos Field Test, Carryout Rapid Determination of CBR by dynamic core 505 penetrometer as per test procedure mentioned in the Technical Specifications. point Field Test, Carryout Measurement of Pavement Thickness including all 505 consumable and accessories as per test procedure mentioned in the Technical point Specifications.

0

Laboratory Test, Carryout Shear test of disturbed sample including all 505-508 consumable and accessories as per test procedure mentioned in the Technical nos Specifications.

0 0 0 0 0

0 0

0

86 5.4.11 87 5.4.12

88 5.4.13

89 5.5.1 90 5.5.2 91 7.2.D

500,1300

Field Test, Coring of asphalt concrete Sample from pavement including all consumable and accessories as per test procedure mentioned in the Technical nos/day Specifications.

Field Test, Carryout Schmidt Hammer Test including all consumable and no accessories as per test procedure mentioned in the Technical Specifications. Field Test, Carryout Bridge Load test (Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure "500,200 following relevant IS/IRC codes including deflection measuring instruments, nos 0" loading materials, recoding and analyzing the load testing results cleaning of girder after load test, etc.) Laboratory Test, Sample preparation for inappropriate sample by crushing for 505-508 LAA, ACV, AIV test including all consumable and accessories as per test nos procedure mentioned in the Technical Specifications. Laboratory Test, Carry out Grain size Analysis including all consumable and 505-508 accessories as per test procedure mentioned in the Technical Specifications. nos Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for 701 culverts including fixing with cement mortar 1:2 as per Drawing and Technical meter Specifications., 900 mm internal dia.

0 0

#NAME?

0 0 #NAME?

92 7.1.A

Providing, jointing and laying HDPE pipes with or without collar etc. complete 701 in place as per Drawing and Technical Specifications., a) 110 mm/125 mm outer meter dia.

#NAME?

93 7.2.A

Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for 701 culverts including fixing with cement mortar 1:2 as per Drawing and Technical meter Specifications., 300 mm internal dia.

#NAME?

94 7.2.B

Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for 701 culverts including fixing with cement mortar 1:2 as per Drawing and Technical meter Specifications., 450 mm internal dia.

#NAME?

95 7.2.C

Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for 701 culverts including fixing with cement mortar 1:2 as per Drawing and Technical meter Specifications., 600 mm internal dia.

#NAME?

96 7.2.E

Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for 701 culverts including fixing with cement mortar 1:2 as per Drawing and Technical meter Specifications., 1000 mm internal dia.

#NAME?

97 7.2.F

Providing and Laying Reinforced cement concrete NP3 Flush jointed pipe for 701 culverts including fixing with cement mortar 1:2 as per Drawing and Technical meter Specifications., 1200 mm internal dia.

#NAME?

98 7.3.A

Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for 701 culverts including fixing collar with cement mortar 1:2 as per Drawing and meter Technical Specifications., 300 mm internal dia.

#NAME?

99 7.3.B

Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for 701 culverts including fixing collar with cement mortar 1:2 as per Drawing and meter Technical Specifications., 450 mm internal dia.

#NAME?

100 7.3.C

Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for 701 culverts including fixing collar with cement mortar 1:2 as per Drawing and meter Technical Specifications., 600 mm internal dia.

#NAME?

101 7.3.D

Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for 701 culverts including fixing collar with cement mortar 1:2 as per Drawing and meter Technical Specifications., 900 mm internal dia.

#NAME?

102 7.3.E

Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for 701 culverts including fixing collar with cement mortar 1:2 as per Drawing and meter Technical Specifications., 1000 mm internal dia.

#NAME?

103 7.3.F

Providing and Laying Reinforced cement concrete NP3 Collar jointed pipe for 701 culverts including fixing collar with cement mortar 1:2 as per Drawing and meter Technical Specifications., 1200 mm internal dia.

#NAME?

104 7.4.A

Providing and laying concrete channeling 702 Specifications., Cast in situ

as per Drawing and Technical

105 7.4.B

Providing and laying concrete channeling 702 Specifications., Pre cast

as per Drawing and Technical

106 7.4.C 107 9.1.I.A

702 Laying (Joining) of Precast concrete panel meter Earthwork Excavation in Cutting., Roadway Excavation in all types of Soil by Manual Means ., Roadway Excavation in all types of soil as per drawing and 905 technical specification, including removal of stumps and other deleterious cum matter, with all lifts and lead as per Drawing and instruction of the Engineer.

0 0 #NAME? 0

108 9.1.I.B

Earthwork Excavation in Cutting., Roadway Excavation in all types of Soil by Mechanical Means ., Road way Excavation in all types of soil as per Drawing 905 and technical specifications including removal of stumps and other deleterious cum matter, all lifts and lead as per Drawing and instruction of the Engineer.

0

109 9.1.II.A

Earthwork Excavation in Cutting., Roadway Excavation in ordinary rock by Manual Means ., Roadway Excavation in ordinary rock as per Drawing and 905 Technical specification, including all lift and lead as per Drawing and cum instruction of the Engineer.

0

110 9.1.II.B

Earthwork Excavation in Cutting., Roadway Excavation in ordinary rock by Mechanical Means ., Roadway Excavation in ordinary rock as per Drawing 905 and Technical specification, including all lift and lead as per Drawing and cum instruction of the Engineer.

0

111 9.1.III.A

Earthwork Excavation in Cutting., Roadway Excavation in Hard Rock, mechanical Drilling, Roadway Excavation in hard rock with mechanical 905 drilling, including blasting and breaking, and disposal of cut road within all lifts cum and leads as per Drawing and instruction of the Engineer.

#NAME?

112 9.1.III.B

Earthwork Excavation in Cutting., Excavation in Hard Rock, manual Drilling, 905 Roadway excavation in hard rock with manual drilling, blasting, breaking, cum lifts and leads all complete as per Drawing and instruction of the Engineer.

#NAME?

113 9.1.IV.A

Earthwork Excavation in Cutting., Excavation in Hard Rock (blasting prohibited), Roadway Excavation in hard rock with rock breakers, including 905 breaking rock, lifts and lead for disposal as per Drawing and Technical cum Specifications, Mechanical method, lead upto 30 m

0

114 9.1.IV.B

Earthwork Excavation in Cutting., Excavation in Hard Rock (blasting prohibited), Roadway Excavation in hard rock manually chiseling including 905 breaking rock, lifts and lead for disposal as per Drawing and Technical cum Specifications ,

0

115 9.1.IV.C

Earthwork Excavation in Cutting., Excavation in Hard Rock (blasting prohibited), Roadway Excavation in hard rock manually with use of chemical, 905 including breaking rock, disposal within all lifts and lead as per Drawing and cum Technical Specifications

#NAME?

116 9.1.V 117 9.2

Earthwork Excavation in Cutting., Excavation in Marshy Soil, Roadway 905 Excavation in marshy soil as per Drawing and Technical Specifications cum Removal of Unserviceable Soil with Disposal upto 1000 meters, Removal of 900 unserviceable soil including excavation, loading and disposal upto 1000 meters cum lead

0 0

118 9.3

Trimming/ Rock Excavation Slopes, Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and 907 blasting accessories in properly aligned and spaced drill holes, collection of the sqm excavated rock by machine, with all lifts and lead as per Drawing and instruction of the Engineer.

0

119 9.4.I.A.i

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 907 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary soil by Manual Means, Depth upto 3 m

0

120 9.4.I.A.ii

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 907 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary soil by Manual Means, Depth 3 m to 6 m

0

9.4.I.A.ii i

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 907 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary soil by Manual Means, Depth above 6 m

0

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 907 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary soil by Mechanical Means, Depth upto 3 m

0

121

122 9.4.I.B.i

123 9.4.I.B.ii

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 907 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary soil by Mechanical Means, Depth 3 m to 6 m

0

9.4.I.B.ii i

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 907 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary soil by Mechanical Means, Depth above 6 m

0

125 9.4.II.A.i

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 907 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary Rock (not requiring blasting) by Manual Means, Depth upto 3 m

0

126 9.4.II.B

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 907 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Ordinary Rock (not requiring blasting) by Mechanical Means, Depth upto 3 m

0

127 9.4.III.A

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 907 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Hard Rock ( requiring blasting ) by Manual Means

0

128 9.4.IV.A

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 907 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Hard Rock ( blasting prohibited ) by Mechanical Means

0

124

129 9.4.V.A

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 907 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Marshy Soil by Manual Means, Depth upto 3 m

0

130 9.4.V.B

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 907 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Marshy Soil by Mechanical Means

0

131 9.4.VI

132 9.5

133 9.6

Excavation for Structures Foundation, Earth work in excavation of foundation of structures, including construction of shoring and bracing, removal of stumps 907 and other deleterious matter and backfilling with approved Material as per cum Drawing and Technical Specifications., Back Filling in Marshy Foundation Pits Stripping and Storing Top Soil, Stripping, storing of top soil by road side at 15 m internal and re-application on embankment slopes, cut slopes and other areas 905 in localities where the available embankment Material is not conducive to plant cum growth as per Drawing and Technical Specifications. Stripping, Storing and Re-laying Top Soil from Borrow Areas in Agriculture Fields., Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth 909 to maintain fertility of the agricultural field, finishing it to the required levels to cum the satisfaction of the farmer as per Drawing and Technical Specifications.

0

0

0

134 9.7

Preparation and Surface Treatment of Formation., Preparation and surface treatment of Formation by removing mud and slurry, watering to the extent 909,910 needed to maintain desired moisture content , compacting all complete as per sqm Drawing and Technical Specifications.

0

135 9.8

Construction of Embankment with Material obtained from Borrow pits, 909,910 Providing, laying, spreading and compacting embankment with borrow material cum as per Drawing and Technical Specifications.

0

136 9.9.A

Construction of Embankment with Material Deposited from Roadway Cutting, Providing, laying, spreading and compacting embankment with roadway cutting 909,910 material and compact to the required density as per Drawing and Technical cum Specifications.( Manually)

0

137 9.9.B

Construction of Embankment with Material Deposited from Roadway Cutting, Providing, laying, spreading and compacting embankment with roadway cutting 909,910 material and compact to the required density as per Drawing and Technical cum Specifications. (With machine)

0

138 9.10'

Construction of Rock fill Embankment, Providing and laying of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm 909,910 laid in layers not exceeding 500 mm thick including filling of surface voids with cum stone spalls, blinding top layer with granular Material, rolled to required density all complete as per Drawing and Technical Specifications.

0

139 9.11.A

Providing suitable material and Back filling behind abutment, wing wall and 908 return wall complete as per Drawing and Technical Specifications., Granular cum Material

0

140 9.11.B

Providing suitable material and Back filling behind abutment, wing wall and 908 return wall complete as per Drawing and Technical Specifications., Sandy cum Material

0

141 9.11.C

Providing suitable material and Back filling behind abutment, wing wall and 908 return wall complete as per Drawing and Technical Specifications., Locally cum available Material including compaction by tamping rod ( without watering)

0

142 9.11.D

Providing suitable material and Back filling behind abutment, wing wall and 908 return wall complete as per Drawing and Technical Specifications., Locally cum available Material, with out watering and compaction by tamping rod

0

Providing and laying of Filter media with granular Material/stone crushed aggregates to a thickness of not less than 600 mm with smaller size towards the 909,910 soil and bigger size towards the wall and provided over the entire surface behind cum abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

0

143 9.12

144 10.1.A

Scarifying Existing road Surface to a Depth of 50 mm by Manual Means, Scarifying the existing road surface to a depth of 50 mm and 1003 disposal of scarified Material with all lifts and leads as per Drawing and sqm Technical Specifications.

0

145 10.1.B

Scarifying Existing road Surface to a Depth of 50 mm by Manual Means, Scarifying the existing granular road surface to a depth of 1003 50mm and disposal of scarified Material with all lifts and leads within Right of sqm way as per Drawing and Technical Specifications.

0

146 10.2.A

Scarifying Existing road Surface to a depth of 50 mm by Mechanical Means, Scarifying the existing road surface to a depth of 50 mm and disposal of 1003 scarified Material with in all lifts and lead as per Drawing and Technical sqm Specifications.

0

147 10.2.B

Scarifying Existing road Surface to a depth of 50 mm by Mechanical Means, Scarifying the existing bituminous road surface to a depth of 50 mm and 1003 disposal of scarified Material with in all lifts and lead as per Drawing and sqm Technical Specifications.

0

148 10.3.A

Construction of Subgrade and Earthen Shoulders with approved Material ( capping layer), Providing and laying sub-grade and earthen shoulders with 1004 approved Material obtained from borrow pits with all lifts & leads as per sqm Drawing and Technical Specifications.

0

1003, 1005

Compacting Original Ground, Compacting original ground supporting subgrade, Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers as per Drawing and Technical sqm Specifications.

0

1003, 1005

Compacting Original Ground, Compacting original ground supporting embankment, Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a sqm depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve dry density as per Drawing and Technical Specifications.

0

149 10.4.I_a

150 10.4.II_a

151 10.5.A

Lime Stabilization for Improving Sub-grade, Providing , laying and spreading available soil with 3 per cent slaked lime having minimum content of 70 per 1006 cent of CaO, mixing, grading and compacting at OMC to the desired density to sqm form a layer of sub grade as per Drawing and Technical Specifications., By Mechanical Means

0

152 10.5.B

Lime Stabilization for Improving Sub-grade, Providing , laying and spreading available soil with 3 per cent slaked lime having minimum content of 70 per 1006 cent of CaO, mixing, grading and compacting at OMC to the desired density to sqm form a layer of sub grade as per Drawing and Technical Specifications., By Manual Means

0

153 12.1.A

Providing and laying granular sub-base on prepared surface, mixing at OMC, and compacting to achieve the desired density, complete as per Drawing and cum Technical Specifications., By Mechanical means

0

154 12.1.B

Providing and laying granular sub-base on prepared surface, mixing at OMC, and compacting to achieve the desired density, complete as per Drawing and cum Technical Specifications., By manual Means

0

155 12.2

Providing, laying and spreading soil on a prepared sub grade, pulverizing, adding the designed quantity of cement to the spread soil, mixing in place , grading and compacting at OMC to achieve the desired unconfined cum compressive strength and to form a layer of sub-base/base as per Drawing and Technical Specifications., For 4 per cent quantity of cement by weight of soil

0

156 12.3

Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place , grading and compacting at OMC to achieve the desired unconfined compressive cum strength and to form a layer of sub-base/base as per Drawing and Technical Specifications.

0

157 12.4

Making 50 mm x 50 mm furrows, 50 mm deep, 450 to the center line of the road and at one meter interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated Material ., 25 mm deep furrow sqm cutting

0

158 12.5

Providing, laying, spreading and compacting screening / coarse sand of specified grade in uniform layer on a prepared surface and compacting to form cum a inverted Choke as per Drawing and Technical Specifications.

0

159 12.6.A_a

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per cum Drawing and Technical Specifications., By Manual Means, By using stone screening 13.2mm and Vibratory roller

0

160 12.6.A_b

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per cum Drawing and Technical Specifications., By Manual Means, By using stone screening 13.2mm and Smooth 3 wheeled steel roller

0

161 12.6.A_c

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per cum Drawing and Technical Specifications., By Manual Means, By using stone screening 11.2 mm for grading-II and Vibratory roller

0

162 12.6.A_d

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per cum Drawing and Technical Specifications., By Manual Means, By using stone screening 11.2 mm for grading-II and Smooth 3 wheeled

0

163 12.6.B_a

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per cum Drawing and Technical Specifications., By Mechanical Means:, By using stone screening 13.2 mm for grading-II and vibratory roller

0

164 12.6.B_b

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Drawing and Technical Specifications., By Mechanical Means:, By using stone cum screening 13.2 mm for grading-II and Smooth 3 wheeled steel roller

0

165 12.6.B_c

166 12.6.B_d

Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per cum Drawing and Technical Specifications., By Mechanical Means:, By using stone screening 11.2 mm for grading-II and Smooth 3 vibratory roller Providing, laying, spreading and compacting Water bound macadam including brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Drawing and Technical Specifications., By Mechanical Means:, By using stone cum screening 11.2 mm for grading-II and Smooth 3 wheeled steel roller

0

0

167 12.7_a

Providing and laying Crusher Run Macadam on a prepared surface, spreading and mixing , watering and compacting to form a layer of sub-base/Base course cum as per Drawing and Technical Specifications., By Mix in Place Method

0

168 12.7_b

Providing and laying Crusher Run Macadam on a prepared surface, spreading and mixing , watering and compacting to form a layer of sub-base/Base course cum as per Drawing and Technical Specifications., By Mix in Place Method

0

169 12.8

Providing and laying Median and Island above road level with approved Material deposited including compacted as per Drawing and Specifications. cum ( using material from Roadway excavation).

0

170 12.9

Providing and laying Median and Island above road level with approved Material deposited including compacted as per Drawing and Specifications. cum ( using material from borrow area).

0

171 "12.10"

172 12.11

173 12.12

"12.10" Providing and making footpath/separator of 150 mm compacted granular sub base and 25 mm thick cement concrete grade M 15, over laid with pre-cast concrete tiles in cement mortar 1:3 including provision of all drainage cum arrangements but excluding Kerb channel as per Drawing and Technical Specifications. Providing laying, spreading watering, levelling and compaction of Telford base cum ( Block pitching) as per Drawing and Technical Specifications.

0

0

0

174 12.13.A.i

175

12.13.A.i i

Providing, laying, spreading and compacting stone aggregates of specific sizes to dry bound macadam including spreading in uniform thickness, hand packing, rolling and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, and compacting to the required density as per cum Drawing and Technical Specifications., By Manual Means, Grading-I Providing, laying, spreading and compacting stone aggregates of specific sizes to dry bound macadam including spreading in uniform thickness, hand packing, rolling and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, and compacting to the required density as per cum Drawing and Technical Specifications., By Manual Means, Grading-II

#NAME?

#NAME?

176 12.14.A

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC laying in uniform layers in sub- base / base course on well prepared surface and cum compacting to achieve required density as per Drawing and Technical Specifications., Base course with B1 material

#NAME?

177 12.14.B

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC laying in uniform layers in sub- base / base course on well prepared surface and cum compacting to achieve required density as per Drawing and Technical Specifications., Base course with B2 material

#NAME?

178 12.14.C

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC laying in uniform layers in sub- base / base course on well prepared surface and cum compacting to achieve required density as per Drawing and Technical Specifications., Sub Base course with S1 material

#NAME?

179 12.14.D

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC laying in uniform layers in sub- base / base course on well prepared surface and cum compacting to achieve required density as per Drawing and Technical Specifications., Sub Base course with S2 material

#NAME?

180 13.1.A

Prime Coat, Prime Coat, with MC 30 / 70 by Mechanical Means, Providing and applying prime coat with Hot Bitumen ( including cutter) on prepared surface of 1302 granular base including cleaning of road surface and spraying by mechanical lit means as per Technical Specification ., Bitumen ( cutback) MC 30 ( for WBM)

0

181 13.1.A_b

Prime Coat, Prime Coat, with MC 30 / 70 by Mechanical Means, Providing and applying prime coat with Hot Bitumen ( including cutter) on prepared surface of 1302 granular base including cleaning of road surface and spraying by mechanical lit means as per Technical Specification ., Bitumen ( cutback) MC 30 ( for stabilized soil base/ crusher run macadam)

0

182 13.1.B

, Prime Coat, with MC 30 / 70 by Bitumen , by manual means, Providing and applying prime coat with Hot Bitumen(including cutter) on prepared surface of 1302 granular base including cleaning of road surface and spraying at specified rate lit by manual means as per Technical Specification . , Bitumen ( cutback) MC 30 ( for WBM)

0

183 13.1.B_b

, Prime Coat, with MC 30 / 70 by Bitumen , by manual means, Providing and applying prime coat with Hot Bitumen(including cutter) on prepared surface of 1302 granular base including cleaning of road surface and spraying at specified rate lit by manual means as per Technical Specification . , Bitumen (cut back )MC 70 ( for stabilized soil base/ crusher run macadam)

0

184 13.1.C

, Prime Coat, with Emulsion by Mechanical Means, Providing and applying primer coat with Bitumen emulsion on prepared surface of granular base 1302 including cleaning of road surface and spraying primer at specified rate using lit mechanical means as per Technical Specification .

0

185 13.1.D

, Prime Coat with emulsion, for manual works, Providing and applying primer coat with Bitumen emulsion on prepared surface of granular base including 1302 cleaning of road surface and spraying primer at specified rate as per Technical lit Specification.

0

186 13.2.A

Tack Coat, Tack coat with Bitumen By Mechanical Means, Providing and 1302 applying tack coat with hot Bitumen at specified rate on the prepared non- lit bituminous surfaces including cleaning as per Technical Speciation .

0

187 13.2.B

, Tack coat with Bitumen by Manual Means, Providing and applying tack coat 1302 with hot Bitumen at the specified rate the prepared surfaces including cleaning lit as per Technical Speciation .

0

188 13.2.C

, Tack coat with Emulsion By Mechanical Means, Providing and applying tack 1302 coat with Bitumen emulsion at specified rate on the prepared non-bituminous lit surfaces including cleaning as per Technical Speciation .

0

189 13.2.D

, Tack coat with Emulsion By Manual Means, Providing and applying tack coat 1302 with Bitumen emulsion at the specified rate the prepared surfaces including lit cleaning as per Technical Speciation .

0

190 13.3

Bituminous Macadam, Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per specification premixed with 1307 bituminous binder, laid over a previously prepared surface as per Drawing and cum Technical Specifications. , Grading I ( 40 mm nominal size )

0

freshly 191 laid tack coat 192 13.3_a freshly 193 laid tack coat

freshly laid tack coat 0 Bituminous Macadam, Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per specification premixed with 1307 bituminous binder, laid over a previously prepared surface as per Drawing and cum Technical Specifications. , Grading II(19 mm nominal size)

0

freshly laid tack coat 0

194 13.4.A

Bituminous Penetration Macadam, Providing and laying penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate 1304 with applications of bituminous binder and key aggregates as per Drawing and sqm Technical Specifications., 50 mm thick

0

195 13.4.B

Bituminous Penetration Macadam, Providing and laying penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate 1304 with applications of bituminous binder and key aggregates as per Drawing and sqm Technical Specifications., 75 mm thick

0

196 13.5 freshly 197 laid tack coat 198 13.5_a freshly 199 laid tack coat 200 13.6 freshly 201 laid tack coat 202 13.6_a freshly 203 laid tack coat 204 13.7.A.I

Dense Graded Bituminous Macadam, Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with 1308 bituminous binder and filler as per Drawing and Technical Specifications., cum Grading - I 40 mm (Nominal Size)

0

freshly laid tack coat 0 Dense Graded Bituminous Macadam, Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with 1308 bituminous binder and filler as per Drawing and Technical Specifications., cum Grading - II 19 mm (Nominal Size)

0

freshly laid tack coat 0 Bituminous Concrete / Asphalt Concrete, Providing and laying Bituminous concrete/ Asphalt concrete using crushed aggregates of specified grading, 1309 premixed with bituminous binder and filler as per Drawing and Technical cum Specifications, Grading - I-19 mm (Nominal Size)

0

freshly laid tack coat 0 Bituminous Concrete / Asphalt Concrete, Providing and laying Bituminous concrete/ Asphalt concrete using crushed aggregates of specified grading, 1309 premixed with bituminous binder and filler as per Drawing and Technical cum Specifications, Grading - II-13 mm (Nominal Size)

0

freshly laid tack coat 0 Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 1303 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MECHANICAL MEANS, 19 mm nominal chipping size

0

205 13.7.A.II

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 1303 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MECHANICAL MEANS, 13 mm nominal size chipping

0

13.7.A.II I

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 1303 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MECHANICAL MEANS, 10 mm nominal size chipping

0

13.7.A.I V

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 1303 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MECHANICAL MEANS, 6.0 mm nominal size chipping

0

208 13.7.B.I

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 1303 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MANUAL MEANS, 19 mm nominal size chipping

0

209 13.7.B.II

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 1303 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MANUAL MEANS, 13 mm nominal size chipping

0

13.7.B.II I

Surface Dressing, Providing and laying surface dressing as wearing course in single coat using gravel of specified size on a recently applied layer of 1303 bituminous binder on prepared surface as per Drawing and Technical sqm Specifications., MANUAL MEANS, 10 mm nominal size chipping

0

Pre-coating Chips, Pre-coating of chips with 1 per cent of paving bitumen by weight of chips in a suitable mixer duly heated to 160 degree C as per Technical cum Specification

0

20 mm thick Open-Graded Premix Carpet using Bituminous (Paving bitumen / Modified bitumen) Binder, Providing and laying open-graded premix carpet of 1311 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates as wearing course sqm on a previously prepared base as per drawing and Technical Specifications ., By Manual Means

0

206

207

210

211 13.8

212 13.9.A

N/A

213 13.9.B.i

20 mm thick Open-Graded Premix Carpet using Bituminous (Paving bitumen / Modified bitumen) Binder, By Mechanical Means, Providing and laying open1311 graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm sqm aggregates as wearing course on a previously prepared base as per drawing and Technical Specifications ., Mechanical method using Hot Mix Plant

0

214 13.9.B.ii

20 mm thick Open-Graded Premix Carpet using Bituminous (Paving bitumen / Modified bitumen) Binder, By Mechanical Means, Providing and laying opengraded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 1311 aggregates as wearing course on a previously prepared base as per drawing and sqm Technical Specifications ., Open-Graded Premix Surfacing using cationic Bitumen Emulsion

0

215 13.10_a

Close Graded Premix Surfacing/Mixed Seal Surfacing , Mechanical means using HMP of appropriate capacity ,, Providing and laying close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm or 1310 13.2 mm to 0.09 mm aggregates using bitumen as wearing course on a sqm previously prepared base, including mixing in a suitable plant as per Drawing and Technical Specifications., Type - A

0

216 13.10_b

Close Graded Premix Surfacing/Mixed Seal Surfacing , Mechanical means using HMP of appropriate capacity ,, Providing and laying close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm or 1310 13.2 mm to 0.09 mm aggregates using bitumen as wearing course on a sqm previously prepared base, including mixing in a suitable plant as per Drawing and Technical Specifications., Type - B

0

217 13.11

Seal Surfacing, Providing and laying seal coat sealing the voids in a bituminous 1310 surface as per Drawing and Technical Specifications. sqm

0

218 13.12.i

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road 1310 surface including cleaning of surface, mixing of slurry seal in a suitable mobile sqm plant, laying and compacting to provide even riding surface as per Drawing and Technical Specifications., 5 mm thickness

0

219 13.12.ii

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road 1310 surface including cleaning of surface, mixing of slurry seal in a suitable mobile sqm plant, laying and compacting to provide even riding surface as per Drawing and Technical Specifications., 3 mm thickness

0

220 13.12.iii

Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road 1310 surface including cleaning of surface, mixing of slurry seal in a suitable mobile sqm plant, laying and compacting to provide even riding surface as per Drawing and Technical Specifications., 1.5 mm thickness

0

221 13.13

Fog Spray, Providing and applying low viscosity bitumen emulsion for sealing 1310 cracks less than 3 mm wide or incipient fretting or disintegration in an existing sqm bituminous surfacing as per Drawing and Technical Specifications.

0

222 13.13_a

Fog Spray, Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing 1310 bituminous surfacing as per Drawing and Technical Specifications., Blind the sqm fog spray

0

223 13.14.i

224 13.14.ii

Bituminous Cold Mix ( Including Gravel Emulsion), Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including 1313 mixing in a plant of suitable type as per Drawing and Technical Specifications., cum Using bitumen emulsion and 9.5 mm or 13.2 mm size aggregate Bituminous Cold Mix ( Including Gravel Emulsion), Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including 1313 mixing in a plant of suitable type as per Drawing and Technical Specifications., cum Using bitumen emulsion and 19 mm or 26.5 mm nominal size aggregate

0

0

225 13.14.iii

226 13.14.iv

Bituminous Cold Mix ( Including Gravel Emulsion), Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including 1313 mixing in a plant of suitable type as per Drawing and Technical Specifications., cum Using cutback bitumen and 9.5 mm or 13.2 mm nominal size aggregate Bituminous Cold Mix ( Including Gravel Emulsion), Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including 1313 mixing in a plant of suitable type as per Drawing and Technical Specifications., cum Using cutback bitumen and 19 mm or 26.5 mm nominal size aggregate

0

0

227 13.15.

Sand Asphalt Base Course, Providing, laying and rolling sand-asphalt base 1312 course composed of sand, mineral filler and bituminous binder on a prepared cum sub-grade or sub-base as per Drawing and Technical Specifications.

0

228 13.16

Anti- Stripping agent, Providing and mixing of Anti stripping agent as per 1300 Design/ direction of Engineer kg

0

229 13.17

Bitumen Cutter, Providing and mixing of Bitumen cutter 1300 direction of Engineer

0

230 13.18

Modified Binder, Supply of modified binder (produced by mixing bitumen with modifier such as natural rubber or crumb rubber or any other polymer found 1300 compatible with bitumen) as per Specifications and direction of the Engineer. tonne

as per design /

lit

0

231 13.19

Otta seal, Providing and laying Otta seal surface as wearing course in single 1315 coat using river bed shingles /aggregates of specified size ( 0- 16 mm) laid on sqm prepared surface as per Drawing and Technical Specifications.

0

232 13.20.i

Recipe Cold Mix, Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over 1313 prepared surface, by paver finisher, rolled with a pneumatic tired roller initially cum and finished with a smooth steel wheel roller, all as per specifications., 75 mm thickness

0

233 13.20.ii

Recipe Cold Mix, Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over 1313 prepared surface, by paver finisher, rolled with a pneumatic tired roller initially cum and finished with a smooth steel wheel roller, all as per specifications., 40 mm thickness

0

234 13.20.iii

Recipe Cold Mix, Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over 1313 prepared surface, by paver finisher, rolled with a pneumatic tired roller initially cum and finished with a smooth steel wheel roller, all as per specifications., 25 mm thickness

0

235 13.21

Mastic Asphalt, Providing and laying 25 mm thick mastic asphalt wearing course excluding prime coat with paving grade bitumen including providing 1300 antiskid surface with bitumen pre-coated fine grained hard stone chipping at an sqm spacing of 10 cm center to center in both directions all complete as per Drawing and Technical specifications.

0

236 14.5.B

Brick work for footpath, Providing and laying flat brick over 60 mm thick 1403 sand bed in footpath including excavation sand bedding all complete as per sqm specification.

0

237 14.1

Precast Cement Concrete M 20 Kerb , Providing and laying of /20 precast cement concrete Kerb 38 cm * 20 cm * 25 cm ( H*B*L) with 12 mm thick 1:3 1401 cement sand mortar bedding and joints including foundation excavation meter levelling but excluding foundation concrete for foundation or sand gravel material, all complete as per Drawing and Technical Specifications.

#NAME?

238 14.2.A

Cast in Situ Cement Concrete or natural stone block for footpath, Providing and laying of precast / cast in situ 50 mm thick cement concrete slab footpath on 1401 12 mm thick 1: 3 cement sand mortar over the prepared base, all complete as per sqm Drawing and Technical Specifications.

#NAME?

239 14.2.B

, Providing and laying 25 mm thick Natural stone slab footpath on 12 mm 1401 thick 1: 3 cement sand mortar over the prepared base, all complete as per sqm specification.

0

240 14.3

Cast in Situ Cement Concrete Kerb , Providing and laying cement concrete Kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 1401 50 mm projection beyond Kerb stone, Kerb stone laid with Kerb laying meter machine, foundation concrete laid manually, all complete as per Drawing and Technical Specifications.

0

241 14.4

Cast in Situ Cement Concrete M 20 Kerb with Channel, Providing and laying cement concrete Kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on grade foundation 150 mm 1401 thick, Kerb channel 300 mm wide, 50 mm thick in PCC grade, sloped towards meter the Kerb, Kerb stone with channel laid with Kerb laying machine, foundation concrete laid manually, all complete as specification.

0

242 14.5.A

Brick work for footpath, Providing and laying brick on edge over 60 mm thick 1403 sand bed in footpath including excavation sand bedding all complete as per sqm Drawing and Technical Specifications.

0

243 15.11.ii

Kilometer Stone, Providing and Fixing Reinforced cement concrete M 15 grade 1506 kilometer Post including painting and printing as per Standard Drawing-2070 no and Technical Specifications. position, One kilometer post (precast)

#NAME?

244 15.1

Non Reflective Traffic Signs, Providing and fixing of Non reflective warning, mandatory and informatory sign board of 2 mm thick MS Sheet with back support frame fixed on heavy 50 mm tube or Channel section 1501 of 75 mm X 40 mm firmly fixed to the ground by means of properly designed no foundation with M 10/40 grade cement concrete 300 mm x 300 mm x 300 mm, l as per drawings and Technical Specification/ DOR Publication.

#NAME?

245 15.2

Retro-Reflectorized Traffic Signs, Providing and fixing of retro- reflectorized warning, Regulatory and informatory sign as per specification clause 1501 made of high intensity grade sheeting , fixed over aluminum sheeting, 1.5 mm thick supported on a 50 mm internal dia steel tube or mild steel angle iron post 75 mm 1501 no x 40 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 10/40 grade cement concrete 30 cm x 30 cm , 30 cm below ground level or as per Drawing and Technical Specifications.

#NAME?

246 15.3.A

247 15.3.B

Overhead Signs, Providing and erecting overhead signs with a corrosion resistant 2 mm thick aluminum alloy sheet reflectorized with micro prismatic retro-reflective type with vertical and lateral clearance as per drawing and installed as per Specification over a designed support system of aluminum alloy 1502 tonne or galvanized steel trusses of sections and type as per structural design requirements , Drawing and Technical Specifications., Truss and Vertical Support Overhead Signs, Providing and erecting overhead signs with a corrosion resistant 2 mm thick aluminum alloy sheet reflectorized with micro prismatic retro-reflective type with vertical and lateral clearance as per drawing and installed as per Specification over a designed support system of aluminum alloy 1502 sqm or galvanized steel trusses of sections and type as per structural design requirements , Drawing and Technical Specifications., Aluminum Alloy Plate for Over Head Sign

#NAME?

#NAME?

248 15.4

Painting Two Coats on Concrete Surfaces, Providing and Painting two coats 1501 after filling the surface with synthetic enamel paint in all shades on concrete / sqm plaster surfaces as per Drawing and Technical Specifications.

0

249 15.5

Painting on Steel Surfaces, Providing and applying two coats of ready mix paint 1501 of approved brand on steel surface after through cleaning of surface to give an sqm even shade as per Drawing and Technical Specifications.

0

250 15.6

Painting on Wood Surfaces, Providing and applying two coats of ready mix 1509 paint of approved brand on wood surface after thorough cleaning of surface to sqm give an even shade as per Drawing and Technical Specifications.

0

251 15.7.i

Painting Lines, Dashes, Arrows etc. on Roads in Two Coats, Providing required material and Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to NS 408/ IS 164 on 1503 bituminous surface, including cleaning the surface of all dirt, dust and other sqm foreign matter, demarcation at site and traffic control as per Drawing and Technical Specifications., Over 10 cm in width

#NAME?

252 15.7.ii

Painting Lines, Dashes, Arrows etc. on Roads in Two Coats, Providing required material and Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to NS 408/ IS 164 on 1503 bituminous surface, including cleaning the surface of all dirt, dust and other sqm foreign matter, demarcation at site and traffic control as per Drawing and Technical Specifications., Up to 10 cm in width

#NAME?

253 15.8.i

Painting Lines, Dashes, Arrows etc. on Roads in Two Coats on Old Work, Providing required materials and Painting lines, dashes, arrows etc. on roads in two coats on old work with ready mixed road marking paint conforming to NS 1503 408/ IS: 164 on bituminous surface, including cleaning the surface of all dirt, sqm dust and other foreign matter, demarcation at site and traffic control as per Drawing and Technical Specifications., over 10 cm in width

#NAME?

254 15.8.ii

Painting Lines, Dashes, Arrows etc. on Roads in Two Coats on Old Work, Providing required materials and Painting lines, dashes, arrows etc. on roads in two coats on old work with ready mixed road marking paint conforming to NS 1503 408/ IS: 164 on bituminous surface, including cleaning the surface of all dirt, sqm dust and other foreign matter, demarcation at site and traffic control as per Drawing and Technical Specifications., Up to 10 cm in width

#NAME?

255 15.9.i

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface, On smooth surface (similar to Asphalt concrete and rigid pavement), Providing and laying of hot applied thermoplastic 1504 compound at least 2 mm thick including reflectorizing glass beads as per DOR sqm Traffic sign manual/ Specifications .The finished surface to be level, uniform and free from streaks and holes.

#NAME?

256 15.9.ii

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface, On rough surface ( similar to surface dressing), Providing and laying of hot applied thermoplastic compound at least 1504 2 mm thick including reflectorizing glass beads as per DOR Traffic sign sqm manual/ Specifications .The finished surface to be level, uniform and free from streaks and holes.

#NAME?

257 15.10'

Providing and fixing of road stud 100x 100 mm, die-cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lenses reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per Specification clause 1505., Providing and fixing of road stud 100 x 100 mm, die-cast in 1505 aluminum, resistant to corrosive effect of salt and grit, fitted with lenses no reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per Drawing and Technical Specifications.

#NAME?

258 15.11.i

Kilometer Stone, Providing and Fixing Reinforced cement concrete M 15 grade 1506 kilometer Post including painting and printing as per Standard Drawing-2070 no and Technical Specifications. position, Five kilometer Post (precast)

#NAME?

259 15.12

Road Delineators Post, Providing and installation of 150 mm * 150 mm 1. 5 m long delineators (road way indicators, hazard markers, object markers), 80-100 1507 cm high above ground level, painted black and white in 20 cm wide strips, no buried or pressed into the ground and conforming to the drawings and Technical Specifications.

#NAME?

260 15.13.i

Reinforced Cement Concrete Crash Barrier, Providing and Fixing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD 1508 reinforcement and dowel bars 25 mm dia, 450 mm long at expansion joints meter filled with pre-molded asphalt filler board, keyed to the structure on which it is built and installed as per design, Drawing and Technical Specifications.

#NAME?

261 15.14.A

Metal Beam Crash Barrier, Type - A, "W" : Metal Beam Crash Barrier, Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m center to center, 1509 meter 1.8 m high, 1.1 m below ground/road level metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per Drawing and Technical Specifications.

#NAME?

262 15.14.B

263 15.14.C

Metal Beam Crash Barrier, Type - B, "THRIE" : Metal Beam Crash Barrier, Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m center to center, 1509 meter 2.1 m high with 1.3 m below ground level, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per Drawing and Technical specifications. Metal Beam Crash Barrier, Flexible Crash Barrier, Wire Rope Safety Barrier, Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip, embedded in M 15 grade cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 horizontal steel wire rope 40 mm dia and anchored 1509 at terminal posts 15 m apart. Terminal post to be embedded in M 15 grade meter cement concrete foundation 2400 x 450 x 900 mm (depth), strengthened by a strut of RS joist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8 mm, 1.50 m long at the bottom, all embedded in foundation concrete as per design , Drawing and Technical Specifications.

Anti-Glare Devices in Median, Plantation, Providing and Plantation of shrubs 2800/15 and plants of approved species in the median. apart from cutting off glare from 264 15.15.A 00 vehicle coming from opposite direction, Anti-Glare Devices in Median, Anti-glare screen with 25 mm steel pipe framework fixed with circular and rectangular vans, Providing and erecting an anti - glare screen with 25 mm dia vertical pipes fabricated and framed in the form of panels of one meter length and 1.75 meter height fixed with circular 2800/15 vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made 265 15.15.B out of steel sheet of 3 mm thickness, end vertical pipes of the panel made larger meter 00 for embedding in foundation concrete, applying 2 coats of paint on all exposed surfaces, all as per design , drawings and Technical Specifications.

#NAME?

#NAME?

0

#NAME?

Anti-Glare Devices in Median, Anti-glare screen with rectangular vane of MS sheet, Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m center to 2800/15 center, top edge of the screen 1.75 m above ground level, vertical post firmly 266 15.15.C meter 00 embedded in M-15 cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per design , Drawing and Technical Specifications.

267 15.16

268 15.17

Street Lighting, Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m missing apart, 1.8 m overhang on both sides if fixed in the median and on one side if no fixed on the footpath, fitted with sodium vapor lamp and fixed firmly in concrete foundation as per design , Drawing and Technical Specifications.. Rumble Strips, Providing and making of Rumble strips with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint., Provision of 15 Nos rumble strips covered with premix bituminous 1300 sqm carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.

#NAME?

#NAME?

0

269 15.18.i

Lettering new Letter and Figures of any Shade, Providing and lettering new 1506 letter and figures of any shade with synthetic enamel paint black or any other cm-letter approved color to give an even shade, Nepali

#NAME?

270 15.18.ii

Lettering new Letter and Figures of any Shade, Providing and lettering new 1506 letter and figures of any shade with synthetic enamel paint black or any other cm-letter approved color to give an even shade, English and Roman

#NAME?

271 16.1.C

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other 1612 consumable and removal of excavated earth with necessary lifts and lead all meter complete as per Drawing and Technical Specifications., Pile diameter-750 mm

0

272 16.1.A

273 16.1.B

274 16.1.D

275 16.1.E

276 16.2.A

277 16.2.B

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other 1612 consumable and removal of excavated earth with necessary lifts and lead all meter complete as per Drawing and Technical Specifications., Pile diameter-500 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other 1612 consumable and removal of excavated earth with necessary lifts and lead all meter complete as per Drawing and Technical Specifications., Pile diameter-600 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other 1612 consumable and removal of excavated earth with necessary lifts and lead all meter complete as per Drawing and Technical Specifications., Pile diameter-1000 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of soil including Bentonite and other 1612 consumable and removal of excavated earth with necessary lifts and lead all meter complete as per Drawing and Technical Specifications., Pile diameter-1200 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and other 1612 consumable and removal of excavated material with necessary lifts and lead all meter complete as per Drawing and Technical Specifications ., Pile diameter-300 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and other 1612 consumable and removal of excavated material with necessary lifts and lead all meter complete as per Drawing and Technical Specifications ., Pile diameter-500 mm

0

0

0

0

0

0

278 16.2.C

279 16.2.D

280 16.2.E

Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and other 1612 consumable and removal of excavated material with necessary lifts and lead all meter complete as per Drawing and Technical Specifications ., Pile diameter-600 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and other 1612 consumable and removal of excavated material with necessary lifts and lead all meter complete as per Drawing and Technical Specifications ., Pile diameter-750 mm Providing, Boring and installing bored cast-in-situ RCC Pile excluding Reinforcement and Concrete in all types of Rock including Bentonite and other 1612 consumable and removal of excavated material with necessary lifts and lead all meter complete as per Drawing and Technical Specifications ., Pile diameter-1000 mm

0

0

0

281 16.3.A

Providing, driving and installing precast RCC. pile of specified size and quality 1613 complete as per drawing and & Technical Specification, Pile diameter -300 mm Running meter

0

282 16.3.B

Providing, driving and installing precast RCC. pile of specified size and quality 1613 complete as per drawing and & Technical Specification, Pile diameter -500 mm Running meter

0

283 16.3.C

Providing, driving and installing precast RCC. pile of specified size and quality 1613 complete as per drawing and & Technical Specification, Pile diameter - 600 mm Running meter

0

, or providing steel helmet on top of pile head during driving, stacking of piles at site Driving Vertical Steel Piles / Sheet piles excluding cost of steel complete as per 285 16.4 1613 Drawing and & Technical Specification tonne Providing and laying Plain/Reinforced Cement Concrete excluding 1700, reinforcement in Well Foundation all complete as per Drawing and Technical cum 286 17.3.E.i 2000 Specifications., Top plug, Grade M 15 PCC 284 16.3.C_a

0 0 0

1700, 287 17.3.D.ii 2000

288 17.1.A

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Intermediate plug, Grade M 25 PCC

Providing and Constructing of temporary Island for well sinking as per Drawing and instruction of the Engineer., Assuming depth of water 1.0 m and height of 1700 island to be 1.25 m. and island 16 m diameter for Construction of Well no Foundation for 8 m dia. Well.

0

0

1700, 2000

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Intermediate plug, Grade M 20 PCC

0

1700, 290 17.3.F.i 2000

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well cap, RCC Grade M 20

0

289 17.3.D.i

291 17.1.B

Providing and constructing one span service road to reach island location from one pier location to another pier location as per Drawing and instruction of the 1700 Engineer., Assuming span length 30 m, width of service road 10 m and depth of meter water 1 m

0

292 17.2

Providing and Laying Cutting Edge of Mild Steel 1700 complete as per Drawing and Technical Specification.

0

for Well Foundation

tonne

1700, 293 17.3.A.i 2000

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well curb, RCC M 20 Grade

0

1703, 294 17.3.A.ii 2000

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well curb, RCC M 25 Grade

0

17.3.A.ii 1703, 295 i 2000

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well curb, RCC M 30 Grade

0

1704, 296 17.3.B.i 2000

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well Steining, PCC M 20 Grade

0

1704, 297 17.3.B.ii 2000

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well Steining, RCC M 20 Grade

0

1704, 298 17.3.B.iii 2000

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well Steining, RCC M 25 Grade

0

1704, 299 17.3.B.iv 2000

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well Steining, RCC M 30 Grade

0

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical 1706 Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC cum Grade M 20

#NAME?

17.3.C.i_ a

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical 1706 Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC cum Grade M 20, Where underwater concreting in involved

0

302 17.3.C.ii

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical 1706 Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC cum Grade M 25, Where underwater concreting in involved

0

17.3.C.ii _a

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical 1706 Specifications., Bottom Plug (Concrete to be placed using tremie pipe), PCC cum Grade M 25

0

1700, 304 17.3.F.ii 2000

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well cap, RCC Grade M 25

0

1700, 305 17.3.F.iii 2000

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well cap, RCC Grade M 30

#NAME?

300 17.3.C.i

301

303

1700, 306 17.3.F.iv 2000

Providing and laying Plain/Reinforced Cement Concrete excluding reinforcement in Well Foundation all complete as per Drawing and Technical cum Specifications., Well cap, RCC Grade M 35

0

307 17.4.A.i

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, meter Depth below bed level upto 3.0 M

0

308 17.4.A.ii

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, meter Beyond 3 m upto 10 m depth

0

17.4.A.ii i

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, meter Beyond 10 m upto 20 m

0

17.4.A.iv .a

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, meter Beyond 20 m upto 30 m

0

17.4.A.iv .b

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 6 m., Sandy Soil, meter Beyond 20 m upto 30 m

0

312 17.4.B.i

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Depth below bed level upto 3.0 m

0

313 17.4.B.ii

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Beyond 3 m upto 10 m depth

0

309

310

311

314

315

316

317

318

17.4.B.iii .a

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Beyond 10 m upto 20 m

0

17.4.B.iii .b

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Beyond 10 m upto 20 m

0

17.4.B.iv .a

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Beyond 20 m upto 30 m

0

17.4.B.iv .b

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Beyond 20 m upto 30 m

0

17.4.B.iv .c

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 6 m., Clayey Soil, meter Beyond 20 m upto 30 m

0

Providing accessories and Sinking of 6 m external diameter well (other than 1705 pneumatic method of sinking) through all types soil/rock of strata complete as meter per Drawing and Technical specifications., Diameter of well - 6 m., Soft Rock

0

319 17.4.C

320 17.4.D

321 17.5.A.i

Providing accessories and Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 6 m., Hard Rock meter Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, meter Depth below bed level upto 3.0 M

0

0

322 17.5.A.ii

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, meter Beyond 3 m upto 10 m depth

0

17.5.A.ii i

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, meter Beyond 10 m upto 20 m

0

324 17.5.A.iv

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, meter Beyond 20 m upto 30 m

0

325 17.5.A.v

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 7 m., Sandy Soil, meter Beyond 30 m upto 40 m

0

326 17.5.B.i

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Depth below bed level upto 3.0 M

0

327 17.5.B.ii

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 3 m upto 10 m depth

0

17.5.B.iii .a

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 10 m upto 20 m

0

17.5.B.iii .b

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 10 m upto 20 m

0

323

328

329

17.5.B.iv .a

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 20 m upto 30 m

0

17.5.B.iv .b

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 20 m upto 30 m

0

17.5.B.iv .c

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 20 m upto 30 m

0

17.5.B.v. a

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 30 m upto 40 m

0

17.5.B.v. b

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 30 m upto 40 m

0

17.5.B.v. c

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 7 m., Clayey Soil, meter Beyond 30 m upto 40 m

0

336 17.5.C

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 7 m., Soft Rock, meter Depth in soft rock strata upto 3 m

0

337 17.5.D

Providing accessories and Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 7 m., Hard Rock, meter Depth in Hard rock strata up to 3 m

0

330

331

332

333

334

335

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond 20 m upto 30 m

0

339 17.6.A.i

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Depth below bed level upto 3.0 M

0

340 17.6.A.ii

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Beyond 3 m upto 10 m depth

0

17.6.A.ii i.a

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Beyond 10 m upto 20 m

0

17.6.A.iv .a

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Beyond 20 m upto 30 m

0

17.6.A.iv .b

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Beyond 20 m upto 30 m

0

17.6.A.v. a

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Beyond 30 m upto 40 m

0

17.6.A.v. b

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 8 m., Sandy Soil, meter Beyond 30 m upto 40 m

0

338

341

342

343

344

345

17.6.B.iv .a

346 17.6.B.i

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Depth from bed level upto 3.0 M

0

347 17.6.B.ii

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond 3 m upto 10 m depth

0

17.6.B.iii .a

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond 10 m upto 20 m

0

17.6.B.iii .b

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond 10 m upto 20 m

0

17.6.B.iv .b

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond 20 m upto 30 m

0

17.6.B.iv .c

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond 20 m upto 30 m

0

17.6.B.v. a

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond upto 40 m

0

17.6.B.v. b

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond upto 40 m

0

348

349

350

351

352

353

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 8 m., Clayey Soil, meter Beyond upto 40 m

0

355 17.6.C

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 8 m., Soft Rock, meter Depth in soft rock strata upto 3 m

0

356 17.6.D

Providing accessories and Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 8 m., Hard Rock, meter Depth in hard rock strata upto 3 m

0

357 17.7.A.i

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Depth below bed level upto 3.0 M

0

358 17.7.A.ii

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Beyond upto 10 m depth

0

17.7.A.ii i.a

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Beyond upto

0

17.7.A.iv .a

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Beyond upto 30 m

0

17.7.A.iv .b

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Beyond upto 30 m

0

354

359

360

361

17.6.B.v. c

17.7.A.v. a

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Beyond upto 40 m

0

17.7.A.v. b

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 10 m., Sandy meter Soil, Beyond upto 40 m

0

364 17.7.B.i

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Depth below bed level upto 3.0 M

0

365 17.7.B.ii

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond 3m upto 10m depth

0

17.7.B.iii .a

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond 10 m upto 20 m

0

17.7.B.iii .b

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond 10 m upto 20 m

0

17.7.B.iv .a

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond upto 30 m

0

17.7.B.iv .b

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond upto 30 m

0

362

363

366

367

368

369

17.7.B.iv .c

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond upto 30 m

0

17.7.B.v. a

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond upto 40 m

0

17.7.B.v. b

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond upto 40 m

0

17.7.B.v. c

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 10 m., Clayey meter Soil, Beyond upto 40 m

0

374 17.7.C

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 10 m., Soft Rock meter ( dia well ), Depth in soft rock strata upto

0

375 17.7.D

Providing accessories and Sinking of 10 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 10 m., Hard Rock meter ( dia well ), Depth in hard rock strata upto 3 m

0

376 17.8.A.i

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 12 m., Sandy meter Soil, Depth below bed level upto 3.0 M

0

377 17.8.A.ii

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 12 m., Sandy meter Soil, Beyond upto depth

0

370

371

372

373

17.8.A.ii i.a

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 12 m., Sandy meter Soil, Beyond upto

0

17.8.A.iv .a

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 12 m., Sandy meter Soil, Beyond upto 30 m

0

17.8.A.iv .b

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 12 m., Sandy meter Soil, Beyond upto 30 m

0

381 17.8.B.i

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Depth below bed level upto 3.0 M

0

17.9.A.v. 382 b

Providing accessories and Sinking of Twin D type well (other than pneumatic 1705 method of sinking) through all types soil/rock of strata complete as per meter Drawing and Technical specifications., Sandy Soil, Beyond upto 40 m

0

383 17.8.B.ii

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Beyond 3m upto 10m depth

0

17.8.B.iii .a

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Beyond 10 m upto 20 m

0

17.8.B.iii .b

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Beyond 10 m upto 20 m

0

378

379

380

384

385

17.8.B.iv .a

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Beyond upto 30 m

0

17.8.B.iv .b

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Beyond upto 30 m

0

17.8.B.iv .c

Providing accessories and Sinking of 12 m external diameter well (other than pneumatic method of sinking) through all types soil/rock of strata complete as 1705 per Drawing and Technical specifications., Diameter of well - 12 m., Clayey meter Soil, Beyond upto 30 m

0

389 17.9.A.i

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 1705 Drawing and Technical specifications., Sandy Soil, Depth from bed level upto meter 3.0 M

0

390 17.9.A.ii

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 1705 Drawing and Technical specifications., Sandy Soil, 3m Beyond 10m upto meter depth

0

17.9.A.ii 391 i.a

Providing accessories and Sinking of Twin D type well (other than pneumatic 1705 method of sinking) through all types soil/rock of strata complete as per meter Drawing and Technical specifications., Sandy Soil, Beyond upto

0

17.9.A.iv .a

Providing accessories and Sinking of Twin D type well (other than pneumatic 1705 method of sinking) through all types soil/rock of strata complete as per meter Drawing and Technical specifications., Sandy Soil, Beyond upto 30 m

0

17.9.A.iv 393 .b

Providing accessories and Sinking of Twin D type well (other than pneumatic 1705 method of sinking) through all types soil/rock of strata complete as per meter Drawing and Technical specifications., Sandy Soil, Beyond upto 30 m

0

17.9.A.v. 394 a

Providing accessories and Sinking of Twin D type well (other than pneumatic 1705 method of sinking) through all types soil/rock of strata complete as per meter Drawing and Technical specifications., Sandy Soil, Beyond upto 40 m

0

386

387

388

392

395 17.9.B.i

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 1705 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), Depth meter below bed level upto 3.0 M

0

396 17.9.B.ii

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 1705 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), 3m meter Beyond 10 upto depth

0

17.9.B.iii .a

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 1705 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), meter Beyond 10 m upto 20 m

0

17.9.B.iii .b

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 1705 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), meter Beyond 10 m upto 20 m

0

17.9.B.iv .a

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 1705 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), meter Beyond upto 30 m

0

17.9.B.iv .b

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 1705 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), meter Beyond upto 30 m

0

17.9.B.iv .c

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 1705 Drawing and Technical specifications., Clayey Soil (Twin D Type Well ), meter Beyond upto 30 m

0

Providing accessories and Sinking of Twin D type well (other than pneumatic method of sinking) through all types soil/rock of strata complete as per 1705 Drawing and Technical specifications., Soft Rock (Twin D Type Well ), Depth in meter soft rock strata upto 20m

0

397

398

399

400

401

402 17.9.C

403 "17.10"

Providing and Filling sand in Wells complete as per Drawing and Technical 1207 Specifications. cum

0

404 17.11

Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of 1703 Wells including Fabricating and Setting out as per Drawing and Technical tonne Specifications.

0

405 18.1.a

1804, 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for foundation and footings., (Class F1 Finish), sqm Using timber (soft wood )

0

406 18.1.b

1804, 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for foundation and footings., (Class F1 Finish), sqm Using steel

0

1804, 407 18.2.A.i 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using timber (soft wood ), Height upto 3 m

0

1804, 408 18.2.A.ii 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using timber (soft wood ), Height above 3 m to 6 m

0

18.2.A.ii 1804, 409 i 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using timber (soft wood ), Height above 6 m to 9 m

0

1804, 410 18.2.A.iv 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using timber (soft wood ), Height above 9 m

0

1804, 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using steel, Height upto

0

1804, 412 18.2.B.ii 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using steel, Height above 3 m to 6 m

0

1804, 413 18.2.B.iii 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using steel, Height above 6 m to 9 m

0

411 18.2.B.i

1804, 414 18.2.B.iv 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), vertical plain sqm surface, Using steel, Height above 9 m

0

1804, 415 18.3.A.i 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using timber, Height upto 3 m

0

1804, 416 18.3.A.ii 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using timber, Height above 3m to 6 m

0

18.3.A.ii 1804, 417 i 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using timber, Height above 6 m to 9 m

0

1804, 418 18.3.A.iv 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using timber, Height above 9 m

0

1804, 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using steel, Height upto 3 m

0

1804, 420 18.3.B.ii 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using steel, Height above 3 m to 6 m

0

1804, 421 18.3.B.iii 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using steel, Height above 6 m to 9 m

0

1804, 422 18.3.B.iv 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for walls., (Class F2 Finish), Vertical curve sqm surface, using steel, Height more than above 9 m

0

1804, 423 18.4.A.i 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using timber, Height upto 3 m

0

1804, 424 18.4.A.ii 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using timber, Height upto 3 m to 6m

0

419 18.3.B.i

18.4.A.ii 1804, 425 i 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using timber, Height upto 6 m to 9m

0

1804, 426 18.4.A.iv 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using timber, Above 9 m

0

1804, 427 18.4.B.i 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using steel, Height upto 3 m

0

1804, 428 18.4.B.ii 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using steel, Height upto 3 m to 6m

0

1804, 429 18.4.B.iii 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using steel, Height upto 6 m to 9m

0

1804, 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Square / sqm Rectangular surface, Using steel, Above 9 m

0

1804, 431 18.5.A.i 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using timber, Height upto 3 m

0

1804, 432 18.5.A.ii 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using timber, Height upto 3 m to 6m

0

18.5.A.ii 1804, 433 i 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using timber, Height upto 6 m to 9m

0

1804, 434 18.5.A.iv 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using timber, Above 9 m

0

1804, 435 18.5.B.i 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using steel, Height upto 3 m

0

430 18.4.B.iv

1804, 436 18.5.B.ii 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using steel, Height upto 3 m to 6m

0

1804, 437 18.5.B.iii 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using steel, Height upto 6 m to 9m

0

1804, 438 18.5.B.iv 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for columns, (Class F3 Finish), Circular surface, sqm Using steel, Above 9 m

0

439 18.6.A

1804, 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for slab structure., Class F2 Finish, False work sqm not included, Using timber

0

440 18.6.B

1804, 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for slab structure., Class F2 Finish, False work sqm not included, Using steel

0

441 18.6.C

1804, 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for slab structure., Class F2 Finish, False work sqm not included, Using shuttering Ply

0

442 18.7.A

1804, 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for slab & beam structure., Class F2 Finish, sqm False work not included, Using timber

0

443 18.7.B

1804, 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for slab & beam structure., Class F2 Finish, sqm False work not included, Using steel

0

444 18.7.C

1804, 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for slab & beam structure., Class F2 Finish, sqm False work not included, Using shuttering Ply

0

445 18.8.A

1804, 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for arch structure., Class F2 Finish, False work sqm not included, Using timber

0

446 18.8.B

1804, 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for arch structure., Class F2 Finish, False work sqm not included, Using steel

0

1804, 447 18.9.I.a 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for precast element., Class F3 Finish, Square / sqm Rectangular section, Using timber

0

1804, 448 18.9.I.b 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for precast element., Class F3 Finish, Square / sqm Rectangular section, Using steel

0

18.12.B.i 449 v

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Arch Bridge, Using steel, Height above 9 m

0

1804, 450 18.9.II.a 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for precast element., Class F3 Finish, Circular sqm section, Using timber

0

1804, 451 18.9.II.b 1805

Providing , Preparing and Installing form work including necessary supports and removing after completion for precast element., Class F3 Finish, Circular sqm section, Using steel

0

452 18.10.A.i

Providing and assembling in position falsework for the construction of RCC 1803 superstructure and removing after completion including design & drawings as sqm per specification For Slab and Box culverts, Using timber, Height upto 2 m

0

18.10.A.i i

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 1803 per specification For Slab and Box culverts, Using timber, Height above 2 m to sqm 4m

0

18.10.A.i ii

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 1803 per specification For Slab and Box culverts, Using timber, Height above 4 m to sqm 6m

0

18.10.A.i v

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 1803 per specification For Slab and Box culverts, Using timber, For Height above 6 m

0

Providing and assembling in position falsework for the construction of RCC 1803 superstructure and removing after completion including design & drawings as sqm per specification For Slab and Box culverts, Using steel, Height upto 2 m

0

453

454

455

456 18.10.B.i

18.10.B.i i

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 1803 per specification For Slab and Box culverts, Using steel, Height above 2 m to 4 sqm m

0

18.10.B.i ii

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 1803 per specification For Slab and Box culverts, Using steel, Height above 4 m to 6 sqm m

0

18.10.B.i 459 v

Providing and assembling in position falsework for the construction of RCC 1803 superstructure and removing after completion including design & drawings as sqm per specification For Slab and Box culverts, Using steel, Height above 6 m

0

460 18.11.a.i

Providing and assembling in position falsework for the construction of RCC 1803 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Beam Bridge, Using timber, Height upto 3 m

#NAME?

457

458

461 18.11.a.ii

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 1803 per specification, for RCC Beam Bridge, Using timber, Height above 3 m to 6 m sqm

#NAME?

18.11.a.ii i

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as 1803 per specification, for RCC Beam Bridge, Using timber, Height above 6 m to 9 m sqm

#NAME?

462

18.11.a.i 463 v

, Height above 9 m Increase the rate by 10% for every additional meter height to the rate for the previous height or Design as a special case and derive Norms

0

464 18.11.b.i

Providing and assembling in position falsework for the construction of RCC 1803 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Beam Bridge, Using steel, Height upto 3 m

#NAME?

465 18.11.b.ii

Providing and assembling in position falsework for the construction of RCC 1803 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Beam Bridge, Using steel, Height above 3 m to 6m

#NAME?

18.11.b.ii 466 i 18.11.b.i 467 v

Providing and assembling in position falsework for the construction of RCC 1803 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Beam Bridge, Using steel, Height above 3 m to 6m , Height above 9 m Increase the rate by 10% for every additional meter height to the rate for the previous height or Design as a special case and derive Norms

#NAME?

0

468 18.12.A.i

Providing and assembling in position falsework for the construction of RCC 1803 superstructure and removing after completion including design & drawings as sqm per specification, for RCC Arch Bridge, Using timber, Height upto 3 m

0

18.12.A.i 469 i

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as sqm per specification, for RCC Arch Bridge, Using timber, Height above 3m to 6 m

0

18.12.A.i ii

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Arch Bridge, Using timber, Height above 6 m to 9 m sqm

470

0

18.12.A.i 471 v

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as per specification, for RCC Arch Bridge, Using timber, Height above 9 m

0

472 18.12.B.i

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as sqm per specification, for RCC Arch Bridge, Using steel, Height upto 3 m

0

18.12.B.i 473 i

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as sqm per specification, for RCC Arch Bridge, Using steel, Height above 3 m to 6 m

0

18.12.B.i 474 ii

Providing and assembling in position falsework for the construction of RCC superstructure and removing after completion including design & drawings as sqm per specification, for RCC Arch Bridge, Using steel, Height above 6 m to 9 m

0

475 19.1 476 19.2

Supplying, fitting and fixing in position true to line and level cast steel rocker 1902 bearing including all accessories as per Drawing and Technical Specifications. tonne Supplying, fitting and fixing in position true to line and level forged steel roller 1902 bearing including all accessories as per Drawing and Technical Specifications. tonne

#NAME? #NAME?

477 19.3

478 19.4 479 19.5

Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel including all accessories as 1902 per Drawing and Technical Specifications ( BS: 5400, section 9.1 & 9.2 for tonne PTFE) ). Supplying, fitting and fixing in position true to line and level elastomeric 1902 bearing including all accessories as per Drawing and Technical Specifications. cubic centimeter Supplying, fitting and fixing in position true to line and level sliding plate 1902 bearing with stainless steel plate sliding on stainless steel plate with mild steel tonne matrix including all accessories as per Drawing and Technical Specifications.

#NAME?

#NAME? #NAME?

480 19.6

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE 1902 surface sliding against stainless steel mating surface, complete assembly to be of tonne cast steel/fabricated structural steel, metal and elastomer elements as per Drawing and Technical Specifications.

#NAME?

481 19.7

Buried Joint, Providing and laying a buried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanized wieldable structural steel plate as per IS: 2062, placed symmetrical to center line of the 1901 joint, resting freely over the top surface of the deck concrete, welding of 8 mm meter dia. 100 mm long galvanized nails spaced 300 mm c/c along the center line of the plate as per Drawing and Specifications.

#NAME?

482 19.8

Elastomeric Slab Steel Expansion Joint, Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., 1901 moderately curved with maximum horizontal movement upto 50 mm, complete meter as per Drawings and Technical specifications

#NAME?

483 19.9

Compression Seal Joint, Providing and laying of compression seal joint consisting of steel armored nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed 1901 cell foam joint sealer compressed and fixed into the joint gap with special meter adhesive binder to cater for a horizontal movement and vertical movement all complete as per Drawing and Technical Specifications.

#NAME?

484 19.10

Strip Seal Expansion Joint, Providing and laying of a strip seal expansion joint 1901 catering to maximum horizontal movement upto 70 mm, complete as per meter approved Drawings and Technical specifications.

485 19.11

Modular Strip / Box Seal Joint, Providing and laying of a modular strip Box seal expansion joint including anchorage catering to a horizontal movement beyond 1901 70 mm and upto 140 mm, complete as per Drawings and Technical Specifications .

486 19.12

Modular Strip / Box Seal Joint, Providing and laying of a modular strip box seal 1901 expansion joint catering to a horizontal movement beyond 140 mm and upto meter 210 mm, complete as per Drawings and Technical specifications.

487 20.1

Providing and laying of Plain Cement Concrete M 10 ( or 1:3:6 for nominal 2000 mix) in Foundation complete as per Drawing and Technical Specifications. cum

0

488 20.1.b

Providing and laying of Plain Cement Concrete M 10 ( or 1:3:6 for nominal 2000 mix) in Foundation complete as per Drawing and Technical Specifications., cum Manual Mixing

0

489 20.2.A

Providing and laying of Plain/Reinforced Cement Concrete in Foundation 2000 complete as per Drawing and Technical Specifications, PCC Grade M 15 cum

0

490 20.2.A_a

Providing and laying of Plain/Reinforced Cement Concrete in Foundation 2000 complete as per Drawing and Technical Specifications, PCC Grade M 15, cum Manual Mixing

#NAME?

491 20.2.B

Providing and laying of Plain/Reinforced Cement Concrete in Foundation 2000 complete as per Drawing and Technical Specifications, PCC Grade M 20 cum

0

492 20.2.C

Providing and laying of Plain/Reinforced Cement Concrete in Foundation 2000 complete as per Drawing and Technical Specifications., RCC Grade M 20 cum

0

493 20.2.D

Providing and laying of Plain/Reinforced Cement Concrete in Foundation 2000 complete as per Drawing and Technical Specifications., PCC Grade M 25 cum

0

494 20.2.E

Providing and laying of Plain/Reinforced Cement Concrete in Foundation 2000 complete as per Drawing and Technical Specifications., RCC Grade M 25 cum

0

495 20.2.F

Providing and laying of Plain/Reinforced Cement Concrete in Foundation 2000 complete as per Drawing and Technical Specifications., PCC Grade M 30 cum

0

496 20.2.G

Providing and laying of Plain/Reinforced Cement Concrete in Foundation 2000 complete as per Drawing and Technical Specifications., RCC Grade M30 cum

0

#NAME?

0

#NAME?

497 20.2.H

Providing and laying of Plain/Reinforced Cement Concrete in Foundation 2000 complete as per Drawing and Technical Specifications., RCC Grade M 35 cum

0

498 20.3

Providing and laying , fitting and placing un-coated Mild steel / HYSD 2014 reinforcement complete in foundation as per drawing and technical specification tonne

0

499 20.4.A

Providing and laying of Plain/Reinforced cement concrete in sub-structure 2000 complete as per drawing and Technical Specifications, PCC Grade M 15, Height cum upto 5 m

0

500 20.4.B

Providing and laying of Plain/Reinforced cement concrete in sub-structure 2000 complete as per drawing and Technical Specifications, PCC Grade M20, Height cum upto 5 m

0

501 20.4.C.p

Providing and laying of Plain/Reinforced cement concrete in sub-structure 2000 complete as per drawing and Technical Specifications, PCC Grade M 25, Height cum upto 5 m

0

502 20.4.C.q

Providing and laying of Plain/Reinforced cement concrete in sub-structure 2000 complete as per drawing and Technical Specifications, PCC Grade M 25, Height cum above 5 m to 10 m

0

503 20.4.C.r

Providing and laying of Plain/Reinforced cement concrete in sub-structure 2000 complete as per drawing and Technical Specifications, PCC Grade M 25, Height cum above 10 m

0

504 20.4.D.p

Providing and laying of Plain/Reinforced cement concrete in sub-structure 2000 complete as per drawing and Technical Specifications, PCC Grade M 30, Height cum upto 5 m

0

505 20.4.D.q

Providing and laying of Plain/Reinforced cement concrete in sub-structure 2000 complete as per drawing and Technical Specifications, PCC Grade M 30, Height cum above 5 m to 10 m

0

506 20.4.D.r

Providing and laying of Plain/Reinforced cement concrete in sub-structure 2000 complete as per drawing and Technical Specifications, PCC Grade M 30, Height cum above 10 m

0

507 20.4.E.p

Providing and laying of Plain/Reinforced cement concrete in sub-structure 2000 complete as per drawing and Technical Specifications, RCC Grade M 20, cum Height upto 5 m

0

508 20.4.E.q

Providing and laying of Plain/Reinforced cement concrete in sub-structure 2000 complete as per drawing and Technical Specifications, RCC Grade M 20, cum Height above 5 m to 10 m

0

509 20.4.E.r

Providing and laying of Plain/Reinforced cement concrete in sub-structure 2000 complete as per drawing and Technical Specifications, RCC Grade M 20, cum Height above 10 m

0

510 20.4.F.p

Providing and laying of Plain/Reinforced cement concrete in sub-structure 2000 complete as per drawing and Technical Specifications, RCC Grade M 25, cum Height upto 5 m

0

511 20.4.F.q

Providing and laying of Plain/Reinforced cement concrete in sub-structure 2000 complete as per drawing and Technical Specifications, RCC Grade M 25, cum Height above 5 m to 10 m

0

512 20.4.F.r

Providing and laying of Plain/Reinforced cement concrete in sub-structure 2000 complete as per drawing and Technical Specifications, RCC Grade M 25, cum Height above 10 m

0

513 20.4.G.p

Providing and laying of Plain/Reinforced cement concrete in sub-structure 2000 complete as per drawing and Technical Specifications, RCC Grade M 30, cum Height upto 5 m

0

514 20.4.G.q

Providing and laying of Plain/Reinforced cement concrete in sub-structure 2000 complete as per drawing and Technical Specifications, RCC Grade M 30, cum Height above 5 m to 10 m

0

515 20.4.G.r

Providing and laying of Plain/Reinforced cement concrete in sub-structure 2000 complete as per drawing and Technical Specifications, RCC Grade M 30, cum Height above 10 m

0

516 20.4.H.p

Providing and laying of Plain/Reinforced cement concrete in sub-structure 2000 complete as per drawing and Technical Specifications, RCC Grade M 35, cum Height upto 5 m

0

517 20.4.H.q

Providing and laying of Plain/Reinforced cement concrete in sub-structure 2000 complete as per drawing and Technical Specifications, RCC Grade M 35, cum Height above 5 m to 10 m

0

518 20.4.H.r

Providing and laying of Plain/Reinforced cement concrete in sub-structure 2000 complete as per drawing and Technical Specifications, RCC Grade M 35, cum Height above 10 m

0

519 20.5

Providing and laying , fitting and placing HYSD bar reinforcement in sub2014 structure complete as per Drawing and Technical Specifications tonne

#NAME?

520 20.6

Providing and laying ,fitting and placing Mild steel reinforcement complete in 2014 sub-structure as per drawing and Technical Specification tonne

0

521 20.7

Providing and laying weep holes in Brick dry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia HDPE pipe, extending 3109 through the full width of the structure with slope of 1V :20H towards drawing meter face Complete as per Drawing and Technical Specifications.

0

522 20.7_a

Providing and laying weep holes in Stone Masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 150mm dia HDPE pipe, extending 3109 through the full width of the structure with slope of 1V :20H towards drawing meter face Complete as per Drawing and Technical Specifications.

0

523 20.8.A

Providing and laying of Reinforced/ Pre-stressed cement concrete in super2000 structure as per drawing and Technical Specification, RCC Grade M 20 meter

0

20.8.A.i. 524 p

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 2000 super-structure as per drawing and Technical Specification, RCC Grade M 20, meter Height upto 5 m

0

20.8.A.i. 525 q

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 2000 super-structure as per drawing and Technical Specification, RCC Grade M 20, meter Height above 5 m to 10 m

0

20.8.A.i. 526 r

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 2000 super-structure as per drawing and Technical Specification, RCC Grade M 20, meter Height above 10 m

0

20.8.A.ii .p

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 2000 slab super-structure as per drawing and Technical Specification, RCC Grade M meter 20, Height upto 5 m

0

20.8.A.ii 528 .q

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 2000 slab super-structure as per drawing and Technical Specification, RCC Grade M meter 20, Height above 5 m to 10 m

0

20.8.A.ii 529 .r

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 2000 slab super-structure as per drawing and Technical Specification, RCC Grade M meter 20, Height above 10 m

0

527

530 20.8.B

Providing and laying of Reinforced/ Pre-stressed cement concrete in super2000 structure as per drawing and Technical Specification, RCC Grade M 25 cum

0

20.8.B.i. 531 p

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 2000 super-structure as per drawing and Technical Specification, RCC Grade M 25, cum Height upto 5 m

0

20.8.B.i. 532 q

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 2000 super-structure as per drawing and Technical Specification, RCC Grade M 25, cum Height above 5 m to 10 m

0

20.8.B.i. 533 r

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 2000 super-structure as per drawing and Technical Specification, RCC Grade M 25, cum Height above 10 m

0

20.8.B.ii. 534 p

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 2000 slab super-structure as per drawing and Technical Specification, RCC Grade M cum 25, Height upto 5 m

0

20.8.B.ii. 535 q

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 2000 slab super-structure as per drawing and Technical Specification, RCC Grade M cum 25, Height above 5 m to 10 m

0

20.8.B.ii. 536 r

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 2000 slab super-structure as per drawing and Technical Specification, RCC Grade M cum 25, Height above 10 m

0

537 20.8.C

Providing and laying of Reinforced/ Pre-stressed cement concrete in super2000 structure as per drawing and Technical Specification, RCC Grade M 30 cum

0

20.8.C.i. 538 p

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 2000 super-structure as per drawing and Technical Specification, RCC Grade M 30, cum Height upto 5 m

0

20.8.C.i. 539 q

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 2000 super-structure as per drawing and Technical Specification, RCC Grade M 30, cum Height above 5 m to 10 m

0

20.8.C.i. 540 r

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 2000 super-structure as per drawing and Technical Specification, RCC Grade M 30, cum Height above 10 m

0

20.8.C.ii. 541 p

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 2000 slab super-structure as per drawing and Technical Specification, RCC Grade M cum 30, Height upto 5 m

0

20.8.C.ii. 542 q

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 2000 slab super-structure as per drawing and Technical Specification, RCC Grade M cum 30, Height above 5 m to 10 m

0

20.8.C.ii. 543 r

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 2000 slab super-structure as per drawing and Technical Specification, RCC Grade M cum 30, Height above 10 m

0

544 20.8.D

Providing and laying of Reinforced/ Pre-stressed cement concrete in super2000 structure as per drawing and Technical Specification, RCC/PSC Grade M 35 cum

0

20.8.D.i. 545 p

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 2000 super-structure as per drawing and Technical Specification, RCC/PSC Grade M cum 35, Height upto 5 m

0

20.8.D.i. 546 q

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 2000 super-structure as per drawing and Technical Specification, RCC/PSC Grade M cum 35, Height above 5 m to 10 m

0

20.8.D.i. 547 r

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 2000 super-structure as per drawing and Technical Specification, RCC/PSC Grade M cum 35, Height above 10 m

0

20.8.D.ii 548 .p

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 2000 slab super-structure as per drawing and Technical Specification, RCC/PSC cum Grade M 35, Height upto 5 m

0

20.8.D.ii .q

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 2000 slab super-structure as per drawing and Technical Specification, RCC/PSC cum Grade M 35, Height above 5 m to 10 m

0

20.8.D.ii 550 .r

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 2000 slab super-structure as per drawing and Technical Specification, RCC/PSC cum Grade M 35, Height above 10 m

0

20.8.D.ii 551 i.p

Providing and laying of Reinforced/ Pre-stressed cement concrete in box girder 2000 and balanced cantilever super-structure as per drawing and Technical cum Specification, RCC/PSC Grade M 35, Height upto 5 m

0

549

20.8.D.ii 552 i.q

Providing and laying of Reinforced/ Pre-stressed cement concrete in box girder 2000 and balanced cantilever super-structure as per drawing and Technical cum Specification, RCC/PSC Grade M 35, Height above 5 m to 10 m

0

20.8.D.ii 553 i.r

Providing and laying of Reinforced/ Pre-stressed cement concrete in box girder 2000 and balanced cantilever super-structure as per drawing and Technical cum Specification, RCC/PSC Grade M 35, Height above 10 m

0

554 20.8.E

Providing and laying of Reinforced/ Pre-stressed cement concrete in super2000 structure as per drawing and Technical Specification, PSC Grade M-40 cum

0

20.8.E.i. 555 p

Providing and laying of Reinforced/ Pre-stressed cement concrete in sollid slab 2000 super-structure as per drawing and Technical Specification, PSC Grade M-40, cum Height upto 5 m

0

20.8.E.i. 556 q

Providing and laying of Reinforced/ Pre-stressed cement concrete in sollid slab 2000 super-structure as per drawing and Technical Specification, PSC Grade M-40, cum Height above 5 m to 10 m

0

557 20.8.E.i.r

Providing and laying of Reinforced/ Pre-stressed cement concrete in sollid slab 2000 super-structure as per drawing and Technical Specification, PSC Grade M-40, cum Height above 10 m

0

20.8.E.ii. 558 p

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 2000 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 40, Height upto 5 m

0

20.8.E.ii. 559 q

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 2000 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 40, Height above 5 m to 10 m

0

20.8.E.ii. r

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 2000 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 40, Height above 10 m

0

561 20.8.F

Providing and laying of Reinforced/ Pre-stressed cement concrete in super2000 structure as per drawing and Technical Specification, PSC Grade M-45 cum

0

562 20.8.F.i.p

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 2000 super-structure as per drawing and Technical Specification, PSC Grade M-45, cum Height upto 5 m

0

560

563 20.8.F.i.q

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 2000 super-structure as per drawing and Technical Specification, PSC Grade M-45, cum Height above 5 m to 10 m

0

564 20.8.F.i.r

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 2000 super-structure as per drawing and Technical Specification, PSC Grade M-45, cum Height above 10 m

0

20.8.F.ii. 565 p

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 2000 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 45, Height upto 5 m

0

20.8.F.ii. 566 q

Providing and laying of Reinforced/ Pre-stressed cement concrete in super2000 structure as per drawing and Technical Specification, PSC Grade M-45, Height cum above 5 m to 10 m

0

20.8.F.ii. 567 r

Providing and laying of Reinforced/ Pre-stressed cement concrete in super2000 structure as per drawing and Technical Specification, PSC Grade M-45, Height cum above 10 m

0

568 20.8.G

Providing and laying of Reinforced/ Pre-stressed cement concrete in super2000 structure as per drawing and Technical Specification, PSC Grade M-50 cum

0

20.8.G.i. 569 p

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 2000 super-structure as per drawing and Technical Specification, PSC Grade M-50, cum Height upto 5 m

0

20.8.G.i. 570 q

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 2000 super-structure as per drawing and Technical Specification, PSC Grade M-50, cum Height above 5 m to 10 m

0

20.8.G.i. r

Providing and laying of Reinforced/ Pre-stressed cement concrete in solid slab 2000 super-structure as per drawing and Technical Specification, PSC Grade M-50, cum Height above 10 m

0

20.8.G.ii 572 .p

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 2000 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 50, Height upto 5 m

0

20.8.G.ii 573 .q

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 2000 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 50, Height above 5 m to 10 m

0

571

20.8.G.ii 574 .r

Providing and laying of Reinforced/ Pre-stressed cement concrete in T-beam and 2000 slab super-structure as per drawing and Technical Specification, PSC Grade M- cum 50, Height above 10 m

575 20.9

Providing and laying , fitting and placing HYSD bar reinforcement in super2014 structure complete as per drawing and technical specifications tonne

576 "20.10" 577 20.11

Providing and laying of PCC M 15 Grade leveling course below approach slab no cum number complete as per drawing and Technical specification Providing and laying of Reinforced cement concrete approach slab including 2014 reinforcement and formwork complete as per drawing and Technical cum specification

578 20.12

Providing and laying Cement concrete wearing coat M-30 grade including 2000 reinforcement complete as per drawing and Technical Specifications cum

579 21.1

Providing, fitting and fixing high tensile steel wires/strands ( Tendons) including 2100 all accessories for stressing, stressing operations and grouting complete as per tonne Drawing and Technical Specifications.

580 21.2

2000, 2100

581 21.3

2000, 2100

582 22.1.A

Precast - pre-tensioned Girders, Providing, pre-casting, transportation and placing in position precast pre-tensioned concrete girders as per drawing and cum technical specifications, Grade of concrete - M 40

Providing and fixing Helical pipes in voided concrete slabs as per Drawing and meter Technical Specifications. Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 2200 inspection & testing and trial assembling all complete as per specification., RS tonne Joist, Heavy Zinc Coating

0 #NAME? 0 #NAME? #NAME? 0

#NAME? 0

0

583 22.1.A_a

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 2200 inspection & testing and trial assembling all complete as per specification., RS tonne Joist, painting one shop coat with red oxide primer and two coats of synthetic enamel

0

584 22.1.A.P

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 2200 inspection & testing and trial assembling all complete as per specification., RS tonne Joist, Height upto 5 m

0

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for inspection & testing and trial assembling all complete as per specification., RS tonne Joist, Height above 10 m

0

586 22.1.B

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 2200 inspection & testing and trial assembling all complete as per specification., Built tonne up beam, Plate Girder etc.

0

587 22.1.B_a

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 2200 inspection & testing and trial assembling all complete as per specification., Built tonne up beam, Plate Girder etc.

0

588 22.1.B.p

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 2200 inspection & testing and trial assembling all complete as per specification., Built tonne up beam, Plate Girder etc., Height upto 5 m

0

589 22.1.B.q

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 2200 inspection & testing and trial assembling all complete as per specification., Built tonne up beam, Plate Girder etc., Height 5 m to 10 m

0

590 22.1.B.r

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 2200 inspection & testing and trial assembling all complete as per specification., Built tonne up beam, Plate Girder etc., Height above 10 m

0

591 22.1.C

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 2200 inspection & testing and trial assembling all complete as per specification., tonne Truss

0

585 22.1.A.R

592 22.1.C_a 593 22.1.C.p

22.1.C_a tonne Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 2200 inspection & testing and trial assembling all complete as per specification., tonne Truss, Height upto 5 m

0 0

594 22.1.C.q

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 2200 inspection & testing and trial assembling all complete as per specification., tonne Truss, Height 5 m to 10 m

0

595 22.1.C.r

Providing , Fabricating , assembling and erecting structural steel components / elements including nut, bolt, gusset plate, including shop drawings, facilities for 2200 inspection & testing and trial assembling all complete as per specification., tonne Truss, Height above 10 m

0

596 23.1.B.p

Providing , Fabricating , assembling and erecting Timber super structures 2300 including necessary hardware, Truss structure, Height upto 4 m cum

0

597 23.1.B.q

Providing , Fabricating , assembling and erecting Timber super structures 2300 including necessary hardware, Truss structure, Height upto 4 m to 6 m cum

0

598 23.1.A

Providing , Fabricating , assembling and erecting Timber super structures 2300 including necessary hardware, Beam structure cum

0

599 23.1.A.p

Providing , Fabricating , assembling and erecting Timber super structures 2300 including necessary hardware, Beam structure, Height upto 4 m cum

0

600 23.1.A.q

Providing , Fabricating , assembling and erecting Timber super structures 2300 including necessary hardware, Beam structure, Height upto 4 m to 6 m cum

0

601 23.1.A.r

Providing , Fabricating , assembling and erecting Timber super structures 2300 including necessary hardware, Beam structure, Height above 6 m cum

0

602 23.1.B

Providing , Fabricating , assembling and erecting Timber super structures 2300 including necessary hardware, Truss structure cum

0

603 23.1.B.r

Providing , Fabricating , assembling and erecting Timber super structures 2300 including necessary hardware, Truss structure, Height above 6 m cum

0

604 24.1.B.i

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 2401 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 3 X 1 X 1 m ( 16 sqm)

#NAME?

605 24.1.B.ii

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 2401 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 2 X 1 X 1 m ( 11 sqm)

#NAME?

24.21.B.I 606 I

Providing and laying Plum concrete ( Boulder mixed concrete) as per Drawing 2421 and Specifications, 70% M 15 concrete and 30% boulders/stones, Manual cum means

#NAME?

607 24.1.A.i

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 2401 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 3 X 1 X 1 m ( 16 sqm)

#NAME?

608 24.1.A.ii

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 2401 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 2 X 1 X 1 m ( 11 sqm)

#NAME?

24.1.A.ii 609 i

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 2401 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 1.5 X 1 X 1 m ( 9 sqm )

#NAME?

610 24.1.A.iv

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 2401 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 1.0 X 1 X 1 m ( 6 sqm)

#NAME?

611 24.1.A.v

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 2401 Hexagonal mesh Type 100 mm X 120 mm,, Box size 3.0 X 1 X 0 .75 m ( 13.5 cum sqm)

#NAME?

612 24.1.A.vi

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 2401 Hexagonal mesh Type 100 mm X 120 mm,, Box size 2.0 X 1 X 0 .75 m ( 9. 25 cum sqm)

#NAME?

24.1.A.vi i

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 2401 Hexagonal mesh Type 100 mm X 120 mm,, Box size 1.0 X 1 X 0 .75 m ( 5 sqm cum m)

#NAME?

613

614

24.1.A.vi ii

615 24.1.A.ix

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 2401 Hexagonal mesh Type 100 mm X 120 mm,, Box size 3.0 X 1 X 0 .5 m ( 11 sqm) cum Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 2401 Hexagonal mesh Type 100 mm X 120 mm,, Box size 2.0 X 1 X 0 .5 m ( 7.5 sqm cum m)

#NAME?

#NAME?

616 24.1.A.ix

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 2401 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 1 X 1 X 0 .5 m (4 sqm)

#NAME?

617 24.1.A.x

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 2401 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 1 X 1 X 0 .5 m (4 sqm)

#NAME?

618 24.1.A.xi

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 2401 Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) cum Hexagonal mesh Type 100 mm X 120 mm,, Box size 3 X 1 X 0 .3 m ( 9 sqm)

#NAME?

619

620

24.1.A.xi i

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 2401 Hexagonal mesh Type 100 mm X 120 mm,, Box size 2 X 1 X 0 .3 m ( 6.1 sqm) cum

#NAME?

24.1.A.xi ii

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), Selvedge Wire 8 Swg ( 0.1057 kg/m), binding wire 12 Swg (0.0409 kg/m) 2401 Hexagonal mesh Type 100 mm X 120 mm,, Box size 1 X 1 X 0 .3 m ( 2.2 sqm) cum

#NAME?

621 24.1.B.iii

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 2401 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 1.5 X 1 X 1 m ( 9 sqm)

#NAME?

622 24.1.B.iv

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 2401 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 1 X 1 X 1 m (6 sqm)

#NAME?

623 24.1.B.v

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 2401 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 3.0 X 1 X 0 .75 m (13.5 sqm)

#NAME?

624 24.1.B.vi

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 2401 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 2.0 X 1 X 0 .75 m ( 9.25 sqm)

#NAME?

24.1.B.vi 625 i

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 2401 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 1.0 X 1 X 0 .75 m ( 5 sqm)

#NAME?

24.1.B.vi 626 ii

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 2401 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 3.0 X 1 X 0 .5 m ( 11 sqm)

#NAME?

627 24.1.B.ix

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 2401 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 2.0 X 1 X 0 .5 m ( 7.5 sqm)

#NAME?

628 24.1.B.x

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 2401 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 1 X 1 X 0 .5 m ( 4 sqm)

#NAME?

629 24.1.B.xi

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 2401 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 3 X 1 X 0 .3 m ( 9 sqm)

#NAME?

24.1.B.xi 630 i

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 2401 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 2 X 1 X 0 .3 m ( 6.1 sqm)

#NAME?

24.1.B.xi ii

Gabion Structure for Retaining Earth, Mesh wire- 10 Swg(0.0615 kg/m), 2401 Selvedge Wire 8 Swg ( /m), binding wire 12 Swg (0.0409 kg/m) Hexagonal cum mesh Type 80 mm X 100 mm,, Box size 1 X 1 X 0 .3 m ( 2.2 sqm)

#NAME?

631

Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. 632 24.2.A

2402

sqm

#NAME?

sqm

#NAME?

, Hexagonal mesh type 100 mm x 120 mm, mesh wire 3 mm, selvage wire 3.9 mm, lacing wire 2.4 mm Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. 633 24.2.B

634

24.12.B2 .ii

2402

, Hexagonal mesh type 100 mm x 120 mm, mesh wire 2.7 mm, selvage wire 3.4 mm, lacing wire 2.2 mm Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Filling the installed 3-D galvanized 2411 steel profile with gravel size 32-63 mm, manually, In slopes (>45 degrees slope sqm angle)

#NAME?

Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. 635 24.2.C

2402

sqm

0

sqm

#NAME?

sqm

#NAME?

sqm

#NAME?

sqm , Zinc + PVC coated Hexagonal mesh type 80 mm x 100 mm, mesh wire 2.2 mm/3.2 mm, selvage wire 2.7 mm/3.7 mm, lacing wire 2.2 mm/3.2 mm with Pac coating thickness nominal 0.5 mm ( minimum 0.38 mm) Assembling mechanical woven Gabion boxes /mattresses, placing in position including stretching; forming compartments; tying the sides and diaphragms 2402 with binding wire in each mesh; tying with bracing wires and tie wires; and sqm tying down the lid complete as per specification (stone filling not included

#NAME?

, Hexagonal mesh type 80 mm x 100 mm, mesh wire 3 mm, selvage wire 3.9 mm, lacing wire 2.4 mm Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification. 636 24.2.D

2402 , Hexagonal mesh type 80 mm x 100 mm, mesh wire 2.7 mm, selvage wire 3.4 mm, lacing wire 2.2 mm Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification.

637 24.2.E

2402 , Hexagonal mesh type 60 mm x 80 mm, mesh wire 2.7 mm, selvage wire 3.4 mm, lacing wire 2.2 mm Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification.

638 24.2.F

2402 , Zinc + PVC coated Hexagonal mesh type 100 mm x 120 mm, mesh wire 2.7 mm/3.7 mm, selvage wire 3.4 mm/4.4 mm, lacing wire 2.2 mm/3.2 mm with Pac coating thickness nominal 0.5 mm ( minimum 0.38 mm) Providing mechanically woven double twisted crates / mattress including rolling, cutting and with lacing wire and binding wire as per specification.

639 24.2.G

640 24.3

2402

0

641 24.4

Providing and filling stone/boulder in gabion boxes/mattress etc.. Including 2402 dressing, bedding, bonding all complete as per Drawing and Technical cum Specifications.

#NAME?

642 24.5

Laying and fixing of Geo-Textile all complete as per specification., Providing 2404 and laying of a geotextile filter between pitching and embankment slopes as per sqm Drawing and Technical Specifications.

#NAME?

643 24.06

644

24.12.C1 .i

Laying and fixing of Geo-Textile all complete as per specification., Providing 2404 and laying and fixing of Geo-membrane all complete as per specification. sqm Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Spraying of humus on the on the 2411 top of gravel (on the top surface of 3-D profile) using humus spraying machine, sqm In shallow slopes (< 45 degrees slope angle)

#NAME?

#NAME?

645 24.7

GEOSYNTHETIC AND REINFORCED EARTH, Sub-Surface Drain with Geotextiles, Providing and laying sub surface drain 200 mm dia using geotextiles treated with carbon black to a stable network and a planar geo2404 composite structure, joints wrapped with geotextile to prevent ingress of soil, meter including excavation and backfilling as per Drawing and Technical Specifications.

#NAME?

646 24.8

Narrow Filter Sub-Surface Drain, Providing and making narrow filter subsurface drain consisting of porous or perforated pipe laid in narrow trench 2404 surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of meter fabric and installed including excavation and backfilling

#NAME?

647 24.9

Laying Paving Fabric Beneath a Pavement Overlay, Providing and laying paving fabric over a tack coat of paving grade Bitumen, laid at the rate of 1 kg 2410 per sqm over thoroughly cleaned and repaired surface to provide a water sqm resistant membrane and crack retarding layer as per Drawing and Technical Specifications.

#NAME?

648 24.10'

Laying Boulder Apron in Crates of Synthetic Geogrids, Providing and laying of Geogrids crated apron 1 m x 5 m, 600 mm thick with baffles at 1 meter interval, 2400 made with Geogrids as per Design, Drawing and Technical specifications. cum design.

#NAME?

2405, 649 24.11.i.A 2406, 2407

Reinforced Earth Structures, Assembling, joining and laying of reinforcing elements., Providing, laying and joining reinforcing elements With reinforcing meter element of steel / Aluminum strips / polymeric strips.

#NAME?

2405, 650 24.11.i.B 2406, 2407

Reinforced Earth Structures, Assembling, joining and laying of reinforcing elements., Providing, laying and joining reinforcing elements with reinforcing sqm elements of synthetic Geogrids

#NAME?

2405, 651 24.11.ii 2406, 2407

Reinforced Earth Structures, Providing and lying facing elements of RCC sqm

#NAME?

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing 3-D galvanized steel panels from the palette, cutting them if necessary, joining the panels to longer 2411 rows by overlapping and binding as necessary and putting on the slope, sqm insertion of distribution bars or steel ropes , fixing with clamps and marking holes for T-nails or static nails (bored nails)

#NAME?

24.12.B1 .i

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and filling the installed 2411 3-D galvanized steel profile with angular material of size 32-63 mm using sqm equipment such as excavator, dredger crane or loader, In shallow slopes (< 45 degrees slope angle)

#NAME?

24.12.B1 .ii

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and filling the installed 2411 3-D galvanized steel profile with angular material of size 32-63 mm using sqm equipment such as excavator, dredger crane or loader, In slopes (>45 degrees slope angle)

#NAME?

24.12.B2 .i

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Filling the installed 3-D galvanized 2411 steel profile with gravel size 32-63 mm, manually, In shallow slopes (< 45 sqm degrees slope angle)

#NAME?

656 24.21.B.I

Providing and laying Plum concrete ( Boulder mixed concrete) as per Drawing 2421 and Specifications, 70% M 15 concrete and 30% boulders/stones, Using cum Mechanical Aids

#NAME?

652 24.12.A

653

654

655

657

658

659

660

24.12.C1 .ii

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Spraying of humus on the on the 2411 top of gravel (on the top surface of 3-D profile) using humus spraying machine, sqm In slopes (>45 degrees slope angle)

#NAME?

24.12.C2 .i

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Spraying of humus on the on the 2411 top of gravel (on the top surface of 3-D profile) manually, In shallow slopes (< sqm 45 degrees slope angle)

#NAME?

24.12.C2 .ii

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Spraying of humus on the on the 2411 top of gravel (on the top surface of 3-D profile) manually, In slopes (>45 sqm degrees slope angle)

#NAME?

24.12.D.i .p

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving the equal angle T-section galvanized steel nails with curved head (16 mm dia steel hook) and tapered at tail (size between T-25 x 25 x 3 mm to T-40 X 40 X 5 mm, (equivalent to Indian Steel ISA 2525, 3030,3535 or 4040) by using handheld or pneumatic hammer (nail length between 0.6 m -3.5 m), first drilling a hole of 2411 diameter 28-43 mm (size of T-section+ 3 mm) and filling with cement mortar meter and then driving the nails to fix the semi-flexible 3-D galvanized steel panel on the slopes or embankments, max spacing of nails is 1.5 m., Driving T-nails in soft soil using small dia. pre-bored holes without using cement mortar, For flat surface and shallow slopes < 45°

#NAME?

24.12.D.i 661 .q

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel 2411 mat for slope protection and erosion control, In slopes (>45 degrees slope meter angle)

#NAME?

662 24.12.E.i

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving of 28 mm 2411 dia GEWI (Threaded) steel nails by drilling holes of 90 mm dia using cement meter grouting for fixing of semi-flexible 3-D steel mats upto a length of 4 to 8 m on slopes, On soft soils

#NAME?

24.12.E.i i

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving of 28 mm 2411 dia GEWI (Threaded) steel nails by drilling holes of 90 mm dia using cement meter grouting for fixing of semi-flexible 3-D steel mats upto a length of 4 to 8 m on slopes, On rocky soils (4-8 m)

#NAME?

664 24.12.F.i

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving of 28 mm 2411 dia GEWI (Threaded) steel nails by drilling holes of 90 mm dia using cement meter grouting for fixing of semi-flexible 3-D steel mats upto a length >8 m on slopes, On soft soils

#NAME?

24.12.F.i i

Providing and Installation of soil nailing with semi-flexible 3-D galvanized steel mat for slope protection and erosion control, Providing and driving of 28 mm 2411 dia GEWI (Threaded) steel nails by drilling holes of 90 mm dia using cement meter grouting for fixing of semi-flexible 3-D steel mats upto a length >8 m on slopes, On rocky soils

#NAME?

666 24.13.A

Providing and laying boulders apron on river bed for protection against scour 2416 with Boulder / Stones weighing not less than 40 kg each complete as per cum drawing and Technical specification., Manual Means

#NAME?

667 24.13.B

Providing and laying boulders apron on river bed for protection against scour 2416 with Boulder / Stones weighing not less than 40 kg each complete as per cum drawing and Technical specification., Mechanical means

#NAME?

668 24.13.C

Providing and laying boulders apron on river bed for protection against scour 2416 with Boulder / Stones weighing not less than 40 kg each complete as per cum drawing and Technical specification., Mechanical means for Bigger boulder

#NAME?

669 24.14.A

Providing and laying of apron with cement concrete blocks of size 0.5 x 0.5 x 2416 0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete cum with a minimum cement content of 250 kg/cum ., Manual means

#NAME?

670 24.14.B

Providing and laying of apron with cement concrete blocks of size 0.5 x 0.5 x 2416 0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete cum with a minimum cement content of 250 kg/cum ., Mechanical means

0

671 24.15.A

Providing and laying Pitching on slopes laid over prepared filter media 2416 including boulder apron laid dry in front of toe of embankment complete as per cum drawing and Technical specifications, Stone/Boulder

#NAME?

663

665

672 24.15.B

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per 2416 drawing and Technical specifications, Cement Concrete Blocks of size 0.3 x 0.3 cum x 0.3 m cast in cement concrete of Grade M 15, Manual Means

#NAME?

673 24.16

Providing and laying Filter material underneath pitching in slopes complete as 2414 per drawing and Technical specification cum

#NAME?

674 24.17

Providing and laying Grouted Stone Pitching in protection work, with stone size 2416 not less than 0.01 cum and cement: sand mortar (1:3) all complete as per cum Drawing and Technical Specifications.

#NAME?

675 24.18.A

Providing and laying 20 mm dia tor steel dowel bar including drilling 35 mm dia bore hole in rock necessary bending, hooking tying reinforcement in 2413 position and grouting etc. complete as per Drawing and Technical meter specifications., Without using Mechanical aid

#NAME?

676 24.18.B

Providing and laying 20 mm dia tor steel dowel bar including drilling 35 mm dia bore hole in rock necessary bending, hooking tying reinforcement in 2413 position and grouting etc. complete as per Drawing and Technical meter specifications., Using Mechanical Aid

#NAME?

677 24.19

Providing and fixing of 25 mm – dia steel rock bolts with mechanical/ wedge type anchorage including drilling 35 mm dia hole providing 150 mm long 20 2413 mm thick steel tapered wedge 10 mm thick 200 mm X 200 mm plate washer meter and nuts, tighten bolt by torque wrench all complete

#NAME?

678 24.20.A

Providing and laying HDPE pipes with perforations including joining, series II, 2414 HDPE pipe 250 mm dia meter

#NAME?

679 24.20.B

Providing and laying HDPE pipes with perforations including joining, series II, 2414 HDPE pipe 160 mm dia meter

#NAME?

24.21.A. 680 I

Providing and laying Plum concrete ( Boulder mixed concrete) as per Drawing 2421 and Specifications, 60% M 15 concrete and 40% boulders/stones, using cum Mechanical Aids

#NAME?

24.21.A. 681 I

Providing and laying Plum concrete ( Boulder mixed concrete) as per Drawing 2421 and Specifications, 60% M 15 concrete and 40% boulders/stones, Manual cum means

#NAME?

682 24.22

Sub-Surface Drains with Perforated Pipe, Providing and laying subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm 2414 depending upon size of material surrounding the pipe, with 150 mm bedding meter below the pipe and 300 mm cushion above the pipe,. as per Drawing and Specifications.

#NAME?

683 24.23

Aggregate Sub-Surface Drains, Providing and laying aggregate sub surface 2414 drain 300 mm x 450 mm with aggregates conforming to table 300-4, excavated meter material to be utilized in roadway.

#NAME?

684 24.24

Underground Drain at Edge of Pavement, Providing and laying an underground 2414 drain 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered meter with RCC slab 10 cm in thickness on urban roads.

#NAME?

685 25.1.A

Providing and laying Brick Masonry Work in Cement mortar in Foundation / 2500 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:2)

0

686 25.1.A_a

Providing and laying Brick Masonry Work in Cement mortar in Foundation / 2500 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:2), Using Concrete Mixer

0

687 25.1.B

Providing and laying Brick Masonry Work in Cement mortar in Foundation / 2500 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:3)

0

688 25.1.B_a

Providing and laying Brick Masonry Work in Cement mortar in Foundation / 2500 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:3), Using Concrete Mixer

0

689 25.1.C

Providing and laying Brick Masonry Work in Cement mortar in Foundation / 2500 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:4)

0

690 25.1.C_a

Providing and laying Brick Masonry Work in Cement mortar in Foundation / 2500 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:4), Using Concrete Mixer

0

691 25.1.D

Providing and laying Brick Masonry Work in Cement mortar in Foundation / 2500 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:6)

0

692 25.1.D_a

Providing and laying Brick Masonry Work in Cement mortar in Foundation / 2500 structure complete excluding Pointing and Plastering, as per Drawing and cum Technical Specifications., Cement sand mortar (1:6), Using Concrete Mixer

0

693 25.2.A

Providing and laying Brick masonry work in superstructure/ sub-structure 2500 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:2 (1 cement : 2 sand)

0

694 25.2.A_a

Providing and laying Brick masonry work in superstructure/ sub-structure 2500 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:2 (1 cement : 2 sand), Using Concrete Mixer

0

695 25.2.B

Providing and laying Brick masonry work in superstructure/ sub-structure 2500 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:3 (1 cement : 3 sand)

0

696 25.2.B_a

Providing and laying Brick masonry work in superstructure/ sub-structure 2500 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:3 (1 cement : 3 sand), Using Concrete Mixer

0

697 25.2.C

Providing and laying Brick masonry work in superstructure/ sub-structure 2500 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:4 (1 cement : 4 sand)

0

698 25.2.C_a

Providing and laying Brick masonry work in superstructure/ sub-structure 2500 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:4 (1 cement : 4 sand), Using Concrete Mixer

0

699 25.2.D

Providing and laying Brick masonry work in superstructure/ sub-structure 2500 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:6 (1 cement : 6 sand)

0

700 25.2.D_a

Providing and laying Brick masonry work in superstructure/ sub-structure 2500 complete excluding pointing and plastering, as per drawing and Technical cum Specifications, Cement Mortar 1:6 (1 cement : 6 sand), Using Concrete Mixer

0

701 25.3

Providing, and applying Pointing with cement mortar (1:3 ) on brick work in 2500 structure as per Technical Specifications . sqm

0

702 25.4.A

Providing and applying 12.5 mm thick Plaster with cement mortar on brick 2500 work structure as per Technical Specifications , Cement Mortar 1:2 (1 cement : sqm 2 sand)

0

703 25.4.A_a

Providing and applying 12.5 mm thick Plaster with cement mortar on brick 2500 work structure as per Technical Specifications , Cement Mortar 1:2 (1 cement : sqm 2 sand), Using Concrete Mixer

0

704 25.4.B

Providing and applying 12.5 mm thick Plaster with cement mortar on brick 2500 work structure as per Technical Specifications , Cement Mortar 1:3 (1 cement : sqm 3 sand)

0

705 25.4.B_a

Providing and applying 12.5 mm thick Plaster with cement mortar on brick 2500 work structure as per Technical Specifications , Cement Mortar 1:3 (1 cement : sqm 3 sand), Using Concrete Mixer

0

706 25.4.C

Providing and applying 12.5 mm thick Plaster with cement mortar on brick 2500 work structure as per Technical Specifications , Cement Mortar 1:4 (1 cement : sqm 4 sand)

0

707 25.4.C_a

Providing and applying 12.5 mm thick Plaster with cement mortar on brick 2500 work structure as per Technical Specifications , Cement Mortar 1:4 (1 cement : sqm 4 sand), Using Concrete Mixer

0

708 25.5

Providing and laying weep holes in Brick works / Masonry/ Plain/ Reinforced 2500 concrete abutment, wing wall/ return wall with 100 mm dia HDPE pipe as per meter Drawing and Technical Specifications.

#NAME?

709 26.1

2602, 2603, 2608

Providing and laying of dry Stone Masonry Work as per Drawing and Technical Specifications cum

0

710 26.2

2602, 2603, 2608

Providing and laying of Random rubble stone Masonry in mud Mortar as per Drawing and Technical Specifications. cum

0

711 26.3.A

2602, 2603, 2607

Random Rubble Masonry, Providing and laying of Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical cum Specifications.

0

2602, 712 26.3.A_a 2603, 2607

Random Rubble Masonry, Providing and laying of Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical cum Specifications., Using Concrete Mixer

0

2602, 2603, 2607

Random Rubble Masonry, Providing and laying of Stone Masonry Work in Cement Mortar 1:4 in Foundation complete as per Drawing and Technical cum Specifications.

0

713 26.3.B

2602, 714 26.3.B_a 2603, 2607

Random Rubble Masonry, Providing and laying of Stone Masonry Work in Cement Mortar 1:4 in Foundation complete as per Drawing and Technical cum Specifications., Using Concrete Mixer

0

2602, 2603, 2607

Random Rubble Masonry, Providing and laying of Stone Masonry Work in Cement Mortar 1:6 in Foundation complete as per Drawing and Technical cum Specifications.

0

2602, 716 26.3.C_a 2603, 2607

Random Rubble Masonry, Providing and laying of Stone Masonry Work in Cement Mortar 1:6 in Foundation complete as per Drawing and Technical cum Specifications., Using Concrete Mixer

0

717 26.4.A

Providing and laying Stone Masonry work in cement mortar 1:3 in structure 2607 complete as per drawing and Technical Specifications, Random Rubble cum Masonry

0

718 26.4.A_a

Providing and laying Stone Masonry work in cement mortar 1:3 in structure 2607 complete as per drawing and Technical Specifications, Random Rubble cum Masonry, Using Concrete Mixer

0

719 26.4.B

Providing and laying Stone Masonry work in cement mortar 1:3 in structure 2606 complete as per drawing and Technical Specifications, Coursed rubble Masonry cum (first sort )

0

720 26.4.B_a

Providing and laying Stone Masonry work in cement mortar 1:3 in structure 2606 complete as per drawing and Technical Specifications, Coursed rubble Masonry cum (first sort ), Using Concrete Mixer

0

721 26.5.A

Providing and laying Stone Masonry work in cement mortar 1:4 in structure 2607 complete as per Drawing and Technical, Random Rubble Masonry cum

0

722 26.5.A_a

Providing and laying Stone Masonry work in cement mortar 1:4 in structure 2607 complete as per Drawing and Technical, Random Rubble Masonry, Using cum Concrete Mixer

0

723 26.5.B

Providing and laying Stone Masonry work in cement mortar 1:4 in structure 2606 complete as per Drawing and Technical, Coursed rubble Masonry (first sort ) cum

0

724 26.5.B_a

Providing and laying Stone Masonry work in cement mortar 1:4 in structure 2606 complete as per Drawing and Technical, Coursed rubble Masonry (first sort ), cum Using Concrete Mixer

0

715 26.3.C

725 26.6.A

Providing and laying Stone Masonry work in cement mortar 1:6 in structure 2607 complete as per Drawing and Technical Specifications, Random Rubble cum Masonry (coursed/uncoursed)

0

726 26.6.A_a

Providing and laying Stone Masonry work in cement mortar 1:6 in structure 2607 complete as per Drawing and Technical, Random Rubble Masonry, Using cum Concrete Mixer

0

727 26.6.B

Providing and laying Stone Masonry work in cement mortar 1:6 in structure 2606 complete as per Drawing and Technical Specifications, Coursed rubble Masonry cum (first sort )

0

728 26.6.B_a

Providing and laying Stone Masonry work in cement mortar 1:4 in structure 2606 complete as per Drawing and Technical, Coursed rubble Masonry (first sort ), cum Using Concrete Mixer

0

729 26.7.A

Providing and Pointing with cement mortar on masonry work in structure as per 2600 Technical Specifications, cement mortar (1:3 ) sqm

0

730 26.7.A_a

Providing and Pointing with cement mortar on masonry work in structure as per 2600 Technical Specifications, cement mortar (1:3 ), Using Concrete Mixer sqm

0

731 26.7.B

Providing and Pointing with cement mortar on masonry work in structure as per 2600 Technical Specifications, cement mortar (1:2 ) sqm

0

732 26.7.B_a

Providing and Pointing with cement mortar on masonry work in structure as per 2600 Technical Specifications, cement mortar (1:2 ), Using Concrete Mixer sqm

0

733 26.7.C

Providing and Pointing with cement mortar on masonry work in structure as per 2600 Technical Specifications, cement mortar (1:1) sqm

0

734 26.7.C_a

Providing and Pointing with cement mortar on masonry work in structure as per 2600 Technical Specifications, cement mortar (1:1), Using Concrete Mixer sqm

0

735 27.1.A

Removal of existing cement concrete wearing coat including its disposal complete, Removal of existing cement concrete wearing coat including its 2712 disposal without causing any detrimental effect to any part of the bridge sqm structure and removal of dismantled material complete as per Technical Specification

#NAME?

736 27.1.B

Removal of existing cement concrete wearing coat including its disposal complete, Removal of existing cement concrete wearing coat including its 2712 disposal without causing any detrimental effect to any part of the bridge cum structure and removal of dismantled material with all lifts and lead complete as per Technical Specifications

#NAME?

737 27.1.C

Removal of existing cement concrete wearing coat including its disposal complete, Removal of existing asphaltic wearing coat comprising of 50 mm 2712 thick asphaltic concert laid over 12 mm thick mastic asphalt including disposal sqm with all lift and lead complete as per Technical Specification and Direction of the Engineer.

#NAME?

738 27.2

Providing and application of gunite/shortcrete to repare of damaged concrete section/ concrete covers on slab , girder ,beam etc with high early strength , low 2710 rebound sprayable thixotropic repair mortar mixed by machine, lead 30m sqm (including 25% loss) average thickness of application-35 mm .

0

739 27.3.A

Providing and application of Gunite/ Shotcreate concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy 2710 complete as per Technical Specifications., Mix 1:3 ( Cement and Coarse sand) sqm

0

740 27.3.B

Providing and application of Gunite/ Shotcreate concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy 2710 complete as per Technical Specifications., Mix 1:1:2 ( Cement :sand: aggregate) sqm

0

741 27.4

Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent 2709 cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy

0

742 27.5.A

Providing and Sealing of cracks/porous concrete by injection process through 2709 nipples/Grouting complete as per Technical Specification., Cement Grout kg

0

743 27.5.B

Providing and Sealing of cracks/porous concrete by injection process through 2709 nipples/Grouting complete as per Technical Specification., Cement Mortar (1:1) kg Grouting

0

744 27.5.C

Providing and Sealing of cracks/porous concrete by injection process through 2709 nipples/Grouting complete as per Technical Specification., Low viscosity epoxy liter injection resin

0

745 27.16

Providing and replacement of Crash Barrier as per Drawing, Technical 2700 Specifications and instruction of the Engineer. meter

0

746 27.6.A

Patching of damaged concrete surface with polymer concrete/ micro concrete and curing compounds, Providing and applying polymer concrete and curing 2700 compounds on damaged concrete surface as per instructions of manufacturer sqm and approval of the Engineer.

0

747 27.6.B

Patching of damaged concrete surface with polymer concrete/ micro concrete and curing compounds, Providing and applying Micro concreting on damaged concrete (slab/beam/abutment section of the bridges )with ready to use high 2700 early high strength , free flow , non shrink self compacting Micro concrete ( M cum 60 & above)With adding 20% local aggregates of 10 mm down) as per instructions of manufacturer and approval of the Engineer.

0

748 27.6.C

Patching of damaged concrete surface with polymer concrete/ micro concrete and curing compounds, Providing and applying Micro concreting on damaged concrete ( slab /beam/ abutment section of the bridges )with ready to use high 2700 early high strength , free flow , non shrink self compacting Micro concrete ( M cum 60 & above) as per instructions of manufacturer and approval of the Engineer.

#NAME?

749 27.7

Providing and applying Epoxy adhesive and Sealing of crack / porous concrete 2706 with Epoxy Grout by injection with nipples complete as per direction of the kg Engineer.

0

750 27.8

Providing and Applying epoxy mortar over leached, honey combed and spalled 2707 concrete surface and exposed steel reinforcement complete as per Technical sqm Specification

0

751 27.9

Providing and applying the Shotcreate mixture mechanically with compressed 2710 air under pressure, sprayable less rebound ( rebou and quick setting comnd 25 sqm %) as per Technical specifications and direction of the Engineer.

0

752 27.10'

Providing and applying pre-packed cement based polymer mortar 2700 replacement of spalled concrete

0

for

sqm

753 27.11

Providing and applying Epoxy bonding of new concrete to old concrete as per 2708 technical Specifications and direction of the Engineer. sqm

0

754 27.12

Providing and replacement of Bearings complete as per Technical Specification 2711 and direction of the Engineer. nos

#NAME?

755 27.13

Providing required parts and rectification of Bearings as per Technical 2711 Specifications and direction of the Engineer. nos

#NAME?

756 27.14

Providing and replacement of Expansion Joints complete as per drawings, 2700 Technical specifications and direction of the Engineer. meter

#NAME?

757 27.15

Providing and replacement of Damaged Concrete Railing as per Drawing, 2700 Technical Specifications and direction of the Engineer,. meter

0

758 27.17

Providing and replacement of Damaged mild steel railing as per Drawing, 2700 Technical Specifications and direction of the Engineer. meter

0

759 27.18

Repair of Crash Barrier, Providing and repair of concrete crash barrier with cement concrete M-30 grade by cutting and trimming the damaged portion to a 2700 regular shape, cleaning the area to be repaired thoroughly, applying cement meter concert after erection of proper form work.

#NAME?

760 27.19

Providing and repair of RCC railing to bring it to the original shape as per 2700 Drawing, Technical Specifications and instruction of the Engineer., Repair of meter RCC Railing

#NAME?

761 27.20'

Repair of Steel Railing, Providing and repair of steel railing to bring it to the 2700 original shape as per Drawing, Technical Specifications and direction of the meter Engineer.

0

762 27.21

Painting of Steel Bridge, Providing and painting steel bridge including removal 2713 of old paints by sand blasting cleaning and repairing of metal surfaces for the sqm application of new paints as per specification and direction of the Engineer.

0

763 27.22

Providing and Painting of steel bridges with one coat of primer, one coat of 2713 epoxy and 2 coats of acrylic polyurethane as per specification. sqm

0

764 27.23

Providing and painting of steel bridges with one coat of primer, one coat of 2713 epoxy and 2 coats of acrylic polyurethane, without sprayer machine as per sqm specification

0

765 27.24

Repair of Joint Grooves with Epoxy Mortar, Providing and repair of spalled joint grooves of contraction joints, longitudinal joints and expansion joints in 2700 concrete pavements using epoxy mortar or epoxy concrete as per Technical meter Specifications and direction of the Engineer.

0

766 27.25

Repair of old Joints Sealant, Providing and repair of old joints including removal of existing sealant and re sealing of contraction, longitudinal or 2700 expansion joints in concrete pavement with fresh sealant material as per meter Drawing and Technical Specifications.

0

767 27.26.A

Concrete Jacketing, Preparation, hacking and cleaning of existing surface for 2700 concrete jacketing as per direction of the Engineer. sqm

0

768 27.26.B

Concrete Jacketing, Drilling Holes on existing concrete surface of 16 mm 2700 diameter and 300 mm depth nos

0

769 27.26.C 770 27.26.D 771 27.26.E

772 27.27.A 773 27.27.B

2700 Concrete Jacketing, Providing and fixing Anchor bar kg Concrete Jacketing, Providing and Filling drill hole with Epoxy Grout Concrete Jacketing, Providing and applying Micro silica/ silica fume concreting for concrete jacketing works ( slab /beam/ abutment section of the bridges ) as 2700 per instructions of manufacturer and as approved by the Engineer. cum Corrosion Treatment of Rebar's, Providing accessories and removal of rust from 2700 exposed rebar area as per direction of the Engineer. sqm Corrosion Treatment of Rebar's, Providing and Application of Rust Cleaning & 2700 passivating agent as per manufacturer' s guidelines and instruction of the sqm Engineer.

0 0 0

0 0

774 27.27.C

Corrosion Treatment of Rebar's, Providing and Application of Alkaline, 2700 polymeric, elastomeric formulation designed to protect steel from corrosion as sqm per manufacturer' s guidelines and instruction of the Engineer.

#NAME?

775 27.27.D

Corrosion Treatment of Rebar's, Providing and Application of Acrylic Based 2700 bond coat for reinforcement as per manufacturer' s guidelines and instruction of sqm the Engineer.

0

776 27.27.E

Corrosion Treatment of Rebar's, Providing and Application of Pre-packed polymer modified mortar as per manufacturer' s guidelines and instruction of the Engineer.

0

777 27.27.F

Corrosion Treatment of Rebar's, Providing and Application of concrete 2700 penetrating corrosion inhibitor as per manufacturer' s guidelines and instruction sqm of the Engineer.

0

778 27.28

Providing and Application of 3 coat of high build micro porous anti carbonation 2700 coating on concrete surface as per manufacturer' s guidelines and instruction of sqm the Engineer.

0

779 27.29.A

Fiber Reinforced Polymer works, Providing and Application of Fiber reinforced 2700 polymer ( carbon fiber) as per manufacturer' s guidelines and instruction of the sqm Engineer.

0

780 27.29.B

Fiber Reinforced Polymer works, Providing and Application of carbon 2700 laminated ( 50 mm wide 1.4 mm thick) system as per manufacturer' s guidelines meter and instruction of the Engineer.

0

781 27.29.C

Fiber Reinforced Polymer works, Providing and Application of 3 coat of two 2700 component aliphatic Polyurethane Coating on concrete surface as per sqm manufacturer' s guidelines and instruction of the Engineer.

0

782 27.30'

Repair of Gabion wall, Providing and repair of spalled gabion box/ mattress 2700 including dressing bedding, bonding tying all as per Technical Specification cum direction of the Engineer.

0

783 27.31

Repair of masonry wall / side drain, Providing and repair of spalled masonry 2700 wall/ side drain of random rubble masonry in cement mortar 1:4 as per cum Technical Specifications and direction of the Engineer.

0

784 27.32

Inspection and Re-tightening of Nut bolt and other accessories, Inspection and Re-tightening of Nut bolt and other accessories of Cables/ Structural parts/Steel 2700 truss/ steel girder as per Technical Specifications and direction of the Engineer. nos

#VALUE!

785 28.1.A

Collection and preparation of seeds, Collection of grass seeds from sources 2802 within 1 km of the road, including separating and preparing seed for storage, kg and drying seed in the sun.

#NAME?

786 28.1.B

Collection and preparation of seeds, Collection of medium-sized shrub seeds 2802 (e.g. Keraukose) from sources within 1 km of the road, including seed kg preparation for storage after drying.

0

787 28.1.C

Collection and preparation of seeds, Collection of medium-sized shrub seeds 2802 (e.g. Keraukose) from sources within 1 km of the road, including seed kg preparation for storage after drying.

#NAME?

788 28.1.D

Collection and preparation of seeds, Collection of medium-sized shrub and tree 2802 seeds (e.g. areli, khayer, ghobre and rani salla, sisau) from sources within 1 kg km of the road, including seed preparation for storage after drying.

#NAME?

789 28.1.E

Collection and preparation of seeds, Collection of small shrub and tree seeds 2802 (e.g. Dhanyero, dhusun, tilka, utis) from the sources within 1 km of the of the kg road, including seed preparation for storage after drying.

#NAME?

790 28.2.A

Collection of grass and hardwood cuttings for vegetative propagation, 2803 Collection of grass clumps (e.g. amliso, kans, khar)from sources within 1 km of slips the road to make slips for multiplication in the nursery.

#NAME?

791 28.2.B

Collection of grass and hardwood cuttings for vegetative propagation, Collection of cuttings of small bamboos (e.g. padang bans, tite nigalo bans), 2803 suitable for traditional planting, from the sources within of the road. Material slips minimum 10 cm of the rooted rhizome and 90 cm of culm.

#NAME?

792 28.2.C

Collection of grass and hardwood cuttings for vegetative propagation, Collection of hardwood cuttings (e.g. assuro, basin, kanda phul, namdi phul, 2803 saruwa, simali) , from the sources within of the road of the road. Material slips minimum 30 cm in length and 2 cm in dia.

#NAME?

793 28.3.A

Nursery operation and management (bed preparation), Construction of seed beds for tree seedlings, including Materials for beds and shades. Bed is 1 m wide x 17 cm high and made up of 5 cm of washed gravel, 5 cm of unsieved 2804 forest soil, 5 cm of 1:3 mix of sieved forest soil, and washed sand, 2 cm of sqm washed, sieved and sterilized sand. [Add 5% to the number of bricks to allow for normal wastage].

#NAME?

794 28.3.B

Nursery operation and management (bed preparation), Construction of stand out beds for tree seedling in polypots, including Material for beds and 2804 shades.Bed is 100 cm wide x 15 cm high, with a layer of gravel placed above sqm the compacted ground. [Add 5% to the number of bricks to allow for normal wastages.]

#NAME?

795 28.3.C

Nursery operation and management (bed preparation), Construction of beds for grass seeds, grass slips (i.e. vegetative propagation ) and tree cuttings, including Materials and hessian cover. Bed is 100 cm wide x 25 cm high and 2804 made up of of washed gravel placed above the ground, of 1:1 mix of sieved sqm soil and compost, and topped with 15 cm of 3:1 mix of sieved forest topsoil and washed sand.

#NAME?

796 28.3.D

Nursery operation and management (bed preparation), Construction of beds for propagation of bamboo culm cuttings, including Materials and hessian cover. 2804 Bed is 100 cm wide x 30 cm high. The ground below the bed is dug to a depth sqm of 30 cm. Bed is made with 10 cm unsieved soil and 20 cm high is formed around the edge.

#NAME?

797 28.4.A

Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Tree seed sowing @ 10 gram per sqm. (medium sized seeds 2804 ) or 2 gram per sqm (very fine seeds) into seed beds including pre-sowing sqm treatment.

#NAME?

798 28.4.B

Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Preparing potting mix and filling polypots, including all 2804 Materials for container seedlings. [Note. 1 kg of 200 gauge polypots (4" x 7" nos laid flat)= 464 bags; 200 gauge black polythene is preferred]

#NAME?

799 28.4.C

Nursery operation and management (seed sowing and transplanting; planting 2804 hardwood cuttings), Direct sowing of tree seeds into polypots including seed nos treatment, by sowing one seed in half the pots and two seeds in the other half.

#NAME?

800 28.4.D

Nursery operation and management (seed sowing and transplanting; planting 2804 hardwood cuttings), Pricking out young seedling and transplanting into nos polypots.

#NAME?

801 28.4.E

Nursery operation and management (seed sowing and transplanting; planting 2804 hardwood cuttings), Pricking out young seedling and transplanting into beds. nos

#NAME?

802 28.4.F

Nursery operation and management (seed sowing and transplanting; planting 2804 hardwood cuttings), Transplanting grass slips into beds, from clumps. Slips are sqm planted at 10 cm centers in row 25 cm apart.

#NAME?

803 28.4.G

Nursery operation and management (seed sowing and transplanting; planting hardwood cuttings), Planting of hardwood cuttings of minimum length to 20 2804 cm depth into prepared beds. Cutting spaced at centers within rows, with 20 nos cm between rows.

#NAME?

804 28.5.A

Preparation of raised Materials for extraction from the nursery, Grass culm 2805 cutting production from nursery stock: single or double node (e.g. napier) nos

#NAME?

805 28.5.B

Preparation of raised Materials for extraction from the nursery, Uprooting and 2805 preparing grass slips ready for site planting from nursery seedling. nos

#NAME?

806 28.5.C

Preparation of raised Materials for extraction from the nursery, Uprooting and 2805 preparing grass slips ready for site planting from nursery grass clumps raised nos from slips by vegetative propagation.

#NAME?

807 28.6.A

Compost and mulch production, Mulch production by collection and cutting of 2805 weeds and other vegetation such as tite pati, banmara etc., within 1 km of the cum road, and stacking along roadside.

0

808 28.6.B

Compost and mulch production, Compost production by collection and cutting 2805 of weeds and other vegetation such as tite pati, banmara etc., within 1 km of the cum road, including fine cutting and filling compost pit.

0

809 28.6.C 810 28.7.A 811 28.7.B

812 28.7.C

2805 Compost and mulch production, Turning compost once per month. cum Direct seedling on site, Broadcasting grass seeds on slopes <40o; seedling rate 2807 25 g per sqm. sqm Direct seedling on site, Broadcasting grass seeds on slopes <40o ;including 2807 cover with long mulch, seedling rate 25 g per sqm. sqm Direct seedling on site, Broadcasting grass seeds on slopes <40-45* including cover with long mulch, and jute netting of mesh size 300 mm * 500 mm. 2807 Seedling @25 g per sqm. Operation includes pegging with suitable live pegs or sqm hardwood cutting (e.g. Simali) 1 m spacing, jute net of 6.75 m* size.

0 #NAME? #NAME?

#NAME?

813 28.7.D

Direct seedling on site, Sowing shrub or tree seeds on all slopes at 25 cm 2807 intervals, including digging planting holes to 5 cm depth and covering with sqm soil. Two seeds per planting hole.

#NAME?

814 28.8.A

Planting grass on site, Planting single node culm cutting of grass (e.g. napier) on fill slopes<45 and embankment slopes in plain areas. Approx. length 15-, 2807 including digging planting hole 10 - 20 cm depth using a metal rod or hardwood nos peg.

#NAME?

815 28.8.B

Planting grass on site, Planting single node culm cutting of grass (e.g. napier) on 2807 fill slopes >45o Approx. length 15-, including digging planting hole 10- depth nos using a metal rod or hardwood peg.

#NAME?

816 28.8.C

Planting grass on site, Planting single node culm cutting of grass (e.g. napier) on 2807 fill slopes >45o Approx. length 15-, including digging planting hole 10- depth nos using a metal rod or hardwood peg.

#NAME?

817 28.8.D

Planting grass on site, Planting rooted grass slips on embankment slopes in plain areas, at spacing within the row. The first row is 0.75 m from the edge of the 2807 pavement and subsequent rows are spaced at intervals down the embankment. meter

#NAME?

818 28.8.E

Planting grass on site, Planting rooted grass slips on the slopes <45o including preparation of slips on site. a max of 5 cm depth with metal rod or Operation 2807 includes digging planting hole to hard-wood peg, depending on the nature of the sqm soil. The planting drills should be space

#NAME?

819 28.8.F

Planting grass on site, Planting rooted grass slips on the slopes 45o - 60o including preparation of slips on site. a max of 5 cm depth with metal rod or 2807 Operation includes digging planting hole to hard-wood peg, depending on the sqm nature of the soil. The planting drills should be space

#NAME?

820 28.8.G

Planting grass on site, Planting rooted grass slips on the slopes > 60o including preparation of slips on site. a max of 5 cm depth with metal rod or Operation 2807 includes digging planting hole to hard-wood peg, depending on the nature of the sqm soil. The planting drills should be space

#NAME?

821 28.9.A

Planting shrub and tree seedling and cutting on site, Planting containerized tree and shrub seedlings, including pitting, transplanting, composting and placing 2807 tree guards, on toe of embankment slopes in plain areas, not less than 8 m from nos the road center line. Pit size 30 cm diameter x depth. Compost volume 1/4 of the volume of the pit, mixed with original soil.

#NAME?

822 28.9.B

Planting shrub and tree seedling and cutting on site, Planting containerized tree and shrub seedlings, including pitting, transplanting, composting and mulching, 2807 on slopes < 30o . Pit size 30 cm diameter x depth mix Compost with soil nos and back fill into pit to 1/4 of the pit volume

#NAME?

823 28.9.C

Planting shrub and tree seedling and cutting on site, Planting containerized tree and shrub seedlings, including pitting, transplanting, composting and mulching, 2807 on slopes 30o . - 400 Pit size 30 cm diameter x depth mix Compost with nos soil and back fill into pit to 1/4 of the pit volume

#NAME?

824 28.9.D

Planting shrub and tree seedling and cutting on site, Planting rooted tree stump cutting and bare root seedlings, including pitting, transplanting, composting and 2807 mulching on slopes <300. Pit size 10 cm diameter x depth. Compost volume nos 1/4 of volume of the pit mix with original soil.

#NAME?

825 28.9.E

Planting shrub and tree seedling and cutting on site, Planting rooted tree stump cutting and bare root seedlings, including pitting, transplanting, composting and 2807 mulching on slopes <300 - 45o Pit size 10 cm diameter x depth. Compost nos volume 1/4 of volume of the pit mix with original soil.

#NAME?

826 28.9.F

Planting shrub and tree seedling and cutting on site, Planting rooted tree stump cutting and bare root seedlings, including pitting, transplanting, composting and 2807 mulching on slopes > 45o Pit size 10 cm diameter x depth. Compost volume nos 1/4 of volume of the pit mix with original soil.

#NAME?

827 28.10.A

Vegetative palisade construction, brush layering and fascines, Collection of hardwood for cuttings for planting Material (e.g. assuro, namdi phul, 2897 simali)from the sources within of the road. Material to be approx. 1 km in nos length and minimum 5 cm in diameter.

0

828 28.10.B

Vegetative palisade construction, brush layering and fascines, Preparation and planting of live pegs selected species(e.g. assuro, namdi phul, simali)of 2897 minimum length to 0.5 m depth into hard ground. Pegs spaced at centers meter within rows, and interwoven with vegetation.

#NAME?

829 28.10.C

Vegetative palisade construction, brush layering and fascines, Preparation and planting of live pegs selected species(e.g. assuro, namdi phul, simali)of 2897 minimum length to 0.5 m depth into soft debris. Pegs spaced at 5- centers meter within rows, and interwoven with vegetation.

#NAME?

830 28.10.D

Vegetative palisade construction, brush layering and fascines, Site preparation 2897 for fascine laying: earth works in excavation of trench to 20 cm depth meter

0

831 28.10.E

Vegetative palisade construction, brush layering and fascines, Laying of live fascines, using live hardwood cuttings of selected species(e.g. assuro, namdi 2897 phul, simali) of minimum length placed in bundles to give 4 running meters of meter cutting per meter of fascine, including backfilling of trench and careful compaction.

#NAME?

832 28.11.A

Jute netting works, Standard jute netting for bare slopes and under planting with slips. Spinning raw jute from 100% jute fiber into yarn and weaving the yarn into netting. Hand spun yarn 5 to 8 mm in diameter, width of net 1.20 meters 2808 warp strands 27 no per , mesh size 30-40 mm sq. and 1.25 kg/m weight at 1.20 sqm m width.[Note A Toro is the weaving shuttle, bamboo culm.]normally made from a split large

#NAME?

833 28.11.B

Jute netting works, Wide mesh jute netting for holding mulch on slopes. Spinning raw jute from 100% jute fiber into yarn and weaving the yarn into netting. Hand spun yarn 3 to 5 mm in diameter 1.20 m side and 11.2 m long. 2808 Mesh size 150 mm x 500 mm rectangular mesh and 0.25 kg/m at 1.20 m width. sqm [Note A torso is the weaving shuttle, normally made from a split large bamboo culm.]

#NAME?

834 28.11.C

Jute netting works, Placing 30-40 mm square mesh jute netting on bare slopes (for later under planting with grass slips), including pegging with live 2808 hardwood cutting or split bamboo pegs and loosening tension so that the net sqm hugs the slope throughout.

#NAME?

835 28.11.D

Jute netting works, Placing 150 x 500 mm mesh jute netting to hold mulch on slopes, including application of mulch and pegging with live hardwood cutting 2808 or split bamboo pegs and loosening tension so that the net hugs the slope sqm throughout.

#NAME?

836 28.12.A

Gabion bolster cylinders, Providing and laying 60 cm dia gabion bolsters panels: 70 x 100 mm hexagonal mesh wire (10 swg frame and 12 Swg mesh) 2809 including Earthwork excavation filling with boulder, back filling all complete meter as per Drawing and Technical Specifications.

#NAME?

837 28.12.B

Gabion bolster cylinders, Providing and laying 30 cm dia gabion bolsters panels: 70 x 100mm hexagonal mesh wire (10 swg frame and 12 Swg mesh) 2809 including Earthwork excavation filling with boulder, back filling all complete meter as per Drawing and Technical Specifications.

#NAME?

838 28.12.C 839 28.12.D 840 28.13.A

841 28.14.A 842 28.14.B 843 28.14.C

Gabion bolster cylinders, Anchoring bolster: 12 mm dia MS re-bar cut into 2 m 2809 lengths for anchorage and placed at intervals meter 2809 Gabion bolster cylinders, Providing and laying of terram paper (geotextile) meter Bamboo tree guards, Providing and weaving bamboo tree guards using bamboo poles as uprights: 1.60 m in height ; and weaving split bamboo with the outer 2810 wall intact around the posts. Dimension of the guard are 0.60 m diameter x 1.30 meter high. Turfing, Grass sodding works including sod cutting , transporting , placing in 2812 position and water sprinkling (Lead upto 10 m). sqm 2812 Turfing, Providing and Spreading manure on the grass turf. sqm Turfing, Turfing with Sods, Providing, furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations 2812 shown on the drawing or as directed by the engineer including preparation of sqm ground, fetching of sods and watering.

#NAME? #NAME? #NAME?

0 #NAME? #NAME?

844 28.14.D

Turfing, Seeding and Mulching, Providing required material, Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, 2812 mulching material, applying bituminous emulsion at the rate of 0.23 liters per sqm sqm and laying and fixing jute netting, including watering for 3 months all as per specification

#NAME?

845 25.15

Spreading of Sludge Farm Yard Manure or/and good Earth, Providing and 2812 Spreading of sludge farm yard manure or/ and good earth in required thickness cum (cost of sludge, farm yard manure or/and good earth to be paid for separately)

0

846 28.16.i

Grassing with ' Doobs' Grass, Providing and grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the 2812 grass forms a thick lawn free from weeds and fit for moving including sqm supplying good earth if needed, In rows 15 cm apart in either direction

#NAME?

847 28.16.ii 848 28.17

2812 Grassing with ' Doobs' Grass, In rows 7.5 cm apart in either direction sqm Making Lawns including Ploughing and Dragging, Providing and making lawns including ploughing and breaking of clod, removal of rubbish, dressing and 2812 supplying Doobs grass roots and planting at 15 cm apart, including supplying sqm and spreading of farm yard manure at rate of 0.18 cum per 100 sqm

#NAME? #NAME?

849 28.18

Maintenance of Lawns or Turfing of Slopes, Regular Maintenance of lawns or for a period of one year including sqm 2811 Turfing of slopes (rough grassing) watering etc.

#NAME?

850 28.19

Turfing Lawns with Fine Grassing including Ploughing, Dressing, Providing and Turfing lawns with fine grassing including ploughing, dressing including 2812 breaking of clods, removal of rubbish, dressing and supplying Doobs grass roots sqm at 10 cm apart, including supplying and spreading of farm yard manure at rate of 0.6 cum per 100 sqm

#NAME?

851 28.20'

Maintenance of Lawns with Fine Grassing for the First Year, Regular 2811 Maintenance of lawns with fine grassing for the first year including watering sqm etc.

#NAME?

852 28.21.a

Planting and Maintaining of Permanent Hedges, Providing and Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, 2807 refilling the excavated earth mixed with farmyard manure, supplied at the rate meter of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart

#NAME?

853 28.21.b

Planting and Maintaining of Permanent Hedges, Maintenance of hedge for one 2807 year meter

#NAME?

854 28.22.a

Planting and Maintaining of Flowering Plants and Shrubs, Providing and planting flowering plants and shrubs in central verge (200 plants and 800 shrubs 2807 in two rows in one km length of road where width of verge is 3 m and above.) meter

#NAME?

855 28.22.b

Planting and Maintaining of Flowering Plants and Shrubs, Providing and 2807 Maintenance of flowering plants and shrubs in central verge for one year km

#NAME?

856 28.23

Planting of Trees and their Maintenance for one Year, Providing and Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the 2807 ground, mixing the soil with decayed farm yard/sludge manure, planting the nos saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

#NAME?

857 28.24

858 28.25

Renovation Lawns including, Weeding, Forking the Ground, Top Dressing with Forked Soil, Renovation lawns including, weeding, forking the ground, top dressing with forked soil, watering and maintenance the lawns, for 30 days or 2811 more, till the grass forms a thick lawn, free from weeds, and fit for moving and sqm disposal of rubbish as directed, including supplying good earth, if needed but excluding the cost of well decayed farm yard manure Half Brick Circular Tree Guard, in 2nd Class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground, Providing and laying half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre 2811 nos below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 (1 cement 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete

#NAME?

#NAME?

859 28.26

Edging with 2nd Class Bricks, Laid Dry Lengthwise, Providing and edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, 2811 consolidation, with a hand packing and spreading nearly surplus earth within a meter lead of 50 metres

#NAME?

860 28.27

Making Tree Guard 53 cm dia and 1.3 meter height as per Design from empty bitumen drums, Providing and making tree guard 53 cm dia and 1.3 m high as 2811 per design from empty bitumen drum, slit suitably to permit sun and air, nos (supplied by the department at stock issue rate) including providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets, complete in all respect

#NAME?

861 28.28

Making Tree Guard 53 cm dia and 2 meter height as per Design from empty bitumen drums, Providing and making tree guard 53 cm dia and 2 metres high as per design from empty bitumen drums, slit suitably to permit sun and air, ( supplied by the department at stock issue rate) including providing and 2811 nos fixing four legs 40 cm long of 30 x 3 mm MS riveted to tree guard and providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets complete in all respects

#NAME?

862 28.29

Wrought Iron and Mild Steel Welded Work, Providing Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of 2811 screens and welding rods or bolts and nuts complete fixed in position but kg without the cost of excavation and concrete for fixing which will be paid separately

#NAME?

863 28.30'

Tree Guard with MS Iron, Providing and fixing MS iron tree guard 60 cm dia and 2 meter high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, 2811 bolted together with 8 mm dia and 30 mm long bolts including painting two nos coats with paint of approved brand over a coat of priming, complete in all respects.

#NAME?

864 28.31

Tree Guard with MS Angle Iron and Steel Wire, Providing and fixing tree guard 0.60 meter square, 2.00 meter high fabricated with MS angle iron 30 x 30 x 3 2800 mm, MS iron 25 x 3 mm and steel wire 3 mm dia welded and fabricated as per nos design in two halves bolted together

#NAME?

865 28.32

Compensatory Afforestation, Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 m by grubbing and leveling the 2807 ground upto a depth of 150 mm, digging holes 0.9 m dia, 1 m deep, mixing farm sqm yard/sludge manure with soil, planting of sapling 2 m high with 25 cm dia stem, backfilling the hole and watering

#NAME?

866 29.15

Fog Spray, Providing and applying low viscosity bitumen emulsion for sealing 2903 cracks less than 3 mm wide or incipient fretting or disintegration in an existing sqm bituminous surfacing.

#NAME?

867 29.15_a

Fog Spray, Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing 2903 bituminous surfacing., In case it is decided by the engineer to blind the fog sqm spray.

0

868 29.18 869 29.1.A

Hill Side Drain Clearance, Removal of earth from the choked hill side drain and meter disposing it on the valley side manually Maintenance,Carryout Routine ( regular maintenance) of Black top/ Gravel 2902 road in plain area ( Terai) as per Technical Specifications and direction of the Km - day Engineer,

2900, 900

0 0

870 29.1.B

Maintenance, Carryout Routine ( regular maintenance) of Black top/ Gravel 2902 road in Hilly area as per Technical Specifications and direction of the Engineer, Km - day

871 29.3

Maintenance, Carryout Routine ( regular maintenance) of Black top/ Gravel 2900 road in Hilly area as per Technical Specifications and direction of the Engineer, 20 km per year

872 29.4

Restoration of Rain Cuts. Providing and restoration of rain cuts in embankment 2909 slopes as per specification and direction of the Engineer. cum

0

873 29.5

Providing and restoration of rain cuts with surrounding material benching for 300 mm width, laying fresh Material in layers not exceeding 250 mm and 2909 compacting to restore the original alignment, levels and slopes as per Technical cum Specification and direction of the Engineer.Manual means

0

874 29.6

Providing and restoration of rain cuts benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting to restore the original 2909 alignment, levels and slopes as per Specification and direction of the Engineer., Mechanical Means including conveyance of earth from other surrounding area with lead

#VALUE!

875 29.7

Maintenance of Earthen Shoulder (filling with fresh soil), Providing and making up loss of Material/ irregularities on shoulder to the design level by adding fresh 2906 approved soil and compacting as per Technical Specification and direction of the Engineer.

0

876 29.8

Maintenance of Earth Shoulder (stripping excess soil), Stripping excess soil 2906 from the shoulder surface to achieve the approved level and compacting as per sqm Technical Specifications and direction of the Engineer.

0

877 29.9

Providing, laying and restoration of rain cuts with gravel or river bed Material , benching for 300 mm width, laying fresh Material in layers not 2904 exceeding 250 mm and compacting to restore the original alignment, levels and cum slopes as per Technical specifications and direction of the Engineer., Mechanical Means including conveyance of river bed gravel with lead

0

0

#VALUE!

878 29.10.i

Maintenance of bituminous surface road with Emulsion, Providing required material and repair to pot holes including removal of failed material, trimming 2903 the sides to vertical , leveling the bottom, cleaning, filled with 75 mm cum Bituminous macadam applying bitumen /emulsion prime coat and tack coat as per Technical Specifications and direction of the Engineer.

0

879 29.10.ii

Maintenance of bituminous surface road with Emulsion, Providing required material and repair pot holes including removal of loose material, trimming of 2903 sides, cleaning of surface applying tack coat , 20 mm thick pre-mix carpet and seal coat with bitumen emulsion as per Technical Specifications and direction of the Engineer.

0

880 29.11.A

Filling Pot-holes and Patch Repairs with open-Graded Premix surfacing, 20 mm., Providing required material and repair the the pot holes including removal of failed material, trimming and finishing the surface applying tack 2903 coat on the sides and base of excavation , backfilling with hot bituminous sqm Material and compaction as per Technical Specification and instruction of the Engineer.

881

882

#NAME?

29.11.B_ a

Filling Pot-holes and Patch Repairs with Bituminous concrete, 40 mm., Providing required material and repair the pot holes including removal of failed material, trimming and finishing the surface applying tack coat on the 2903 sides and base of excavation , backfilling with hot bituminous Material and compaction as per Technical Specification and instruction of the Engineer., Grading I - 19 mm(Nominal size)

0

29.11.B_ b

Filling Pot-holes and Patch Repairs with Bituminous concrete, 40 mm., Providing required material and repair the pot holes including removal of failed material, trimming and finishing the surface applying tack coat on the 2903 sides and base of excavation , backfilling with hot bituminous Material and compaction as per Technical Specification and instruction of the Engineer., Grading-II 13 mm (Nominal size)

0

Crack Filling, Providing and filling of crack using slow - curing bitumen 2903 emulsion and applying crusher dust in case crack are wider than 3 mm as per meter Technical Specifications and instruction of the Engineer

0

883 29.12

884 29.13

885 29.14.I

886 29.14.II

887 29.14.III

888 29.16.I

889 29.16.II

Dusting, Providing and applying crusher dust to areas of road where bleeding 2903 of excess bitumen has occurred as per Technical Specifications and direction of sqm the Engineer. Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road 2903 surface including cleaning of surface, mixing of slurry seal in a suitable mobile sqm plant, laying and compacting to provide even riding surface, 5 mm thickness Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road 2903 surface including cleaning of surface, mixing of slurry seal in a suitable mobile sqm plant, laying and compacting to provide even riding surface, 3 mm thickness Slurry Seal, Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile sqm plant, laying and compacting to provide even riding surface, 1.5 mm thickness Crack Prevention Courses, Stress Absorbing Membrane (SAM) crack width less than 6 mm, Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder , sprayed at the rate of 9 kg per 10 sqm and 2903 sqm spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates as per Drawing and Technical Specifications. Crack Prevention Courses, Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm, Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying , sprayed at the rate of 11 2903 sqm kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates as per Drawing and Technical specifications.

0

0

0

#NAME?

0

0

890 29.16.III

Crack Prevention Courses, Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 %, Providing and laying a single coat of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 % after cleaning with a mechanical 2903 broom, using modified binder , sprayed at the rate of 15 kg per 10 sqm and sqm spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished as per Drawing and Technical specifications.

0

891 29.16.IV

Crack Prevention Courses, Bitumen Impregnated Geotextile, Providing and laying a bitumen impregnated geotextile layer after cleaning the road surface, 2903 geotextile conforming to requirements of section 2400, laid over a tack coat sqm with 1.05 kg per sqm of paving grade bitumen and constructed as per Drawing and Technical specifications.

0

892 29.17.I

Surface Dressing for maintenance works., Providing and laying surfacing dressing as wearing course in single coat using gravel of specified size for 2903 maintenance / repair works as per Technical Specification and instruction of the sqm Engineer., :-19 mm nominal chipping size

0

893 29.17.II

Surface Dressing for maintenance works., Providing and laying surfacing dressing as wearing course in single coat using gravel of specified size for 2903 maintenance / repair works as per Technical Specification and instruction of the sqm Engineer., 13 mm nominal size chipping

0

894 29.17.III

Surface Dressing for maintenance works., Providing and laying surfacing dressing as wearing course in single coat using gravel of specified size for 2903 maintenance / repair works as per Technical Specification and instruction of the sqm Engineer., 9.5 mm nominal size chipping

#VALUE!

895 29.17.IV

Surface Dressing for maintenance works., Providing and laying surfacing dressing as wearing course in single coat using gravel of specified size for 2903 maintenance / repair works as per Technical Specification and instruction of the sqm Engineer., 6 mm nominal size chipping

0

2900 , 900 2900 , 897 29.19.B 900 896 29.19.A

Land Slide Clearance in soil, Clearance of land slides in soil and ordinary rock cum by a bull-dozer and disposal of the same on the valley side Land Slide Clearance in soil, Clearance of land slides in soil and ordinary rock cum by a Loader and disposal of the same on the valley side or loaded to a truck.

0 0

898 29.20"

N/A

Landslide Clearance in Hard Rock Requiring Blasting, Clearing of land slide in hard rock requiring blasting for 50 per cent of the boulders and disposal of the cum same on the valley side.

Snow Clearance on Roads with Dozer, Snow clearance from road surface by a cum machine and disposing it on the valley side Carryout Routine using Labour based method for Local road as per direction of N/A km the Engineer,, District Road , Rural road class "A" Carryout Routine using Labour based method for Local road as per direction of N/A km the Engineer,, Village Road , Rural road class "B" Carryout Routine using Labour based method for Local road as per direction of N/A the Engineer,, Main Trail , Rural road Class "C" Carryout Routine using Labour based method for Local road as per direction of N/A the Engineer,, Village Trail , Rural road Class "D" Excavation of pits/trenches for sub-surface Geo-technical investigation in 3003 mixed soil and lifting of material all complete (Length & breath depending cum upon working condition) as per direction of the Engineer., Depth up to 3 m

0

899 29.21.A N/A

0

900 29.22.A

0

901 29.22.B 902 29.22.C 903 29.22.C 904 30.1.I

0 0 0 0

905 30.1.II

Excavation of pits/trenches for sub-surface Geo-technical investigation in mixed soil and lifting of material all complete (Length & breath depending 3003 upon working condition) as per direction of the Engineer., Depth up to 3 - 4.5 cum m

0

906 30.2.i

Mobilisation and Demobilisation of drilling / Boring equipments, accessories, 3000 etc for sub-surface Geo-technical investigation as per direction ., BT Surfaced km-job Road, Speed with load : 15 km / hour.

0

907 30.2.ii

Mobilisation and Demobilisation of drilling / Boring equipments, accessories, 3000 etc for sub-surface Geo-technical investigation as per direction ., Gravelled km-job Road, Speed with load : 15 km / hour.

0

908 30.2.iii

Mobilisation and Demobilisation of drilling / Boring equipments, accessories, 3000 etc for sub-surface Geo-technical investigation as per direction ., Earthen road, km-job Speed with load : 15 km / hour.

0

909 30.3

Erect dismantle and move boring rig with drilling equipments at each bore hole 3000 complete as directed by the Engineer.. nos

0

910 30.4.i

Bore with shell and auger or by percussion method in all soils other than rock to 3000 a depth below ground level complete as directed by the Engineer., Depth below meter bed level upto 5.0 m

0

911 30.4.ii

Bore with shell and auger or by percussion method in all soils other than rock to 3000 a depth below ground level complete as directed by the Engineer., Depth below meter bed level 5.0 m - 10 m

0

912 30.4.iii

Bore with shell and auger or by percussion method in all soils other than rock to 3000 a depth below ground level complete as directed by the Engineer., Depth below meter bed level 10 m - 15m

0

913 30.4.iv

Bore with shell and auger or by percussion method in all soils other than rock to 3000 a depth below ground level complete as directed by the Engineer., Depth below meter bed level 15 m - 20 m

0

914 30.5.A.i

Rotary core drilling in soil /rock and take continuous rock core to a depth 3000 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, soft Soil, Depth below bed level upto 5.0 M

0

915 30.5.A.ii

Rotary core drilling in soil /rock and take continuous rock core to a depth 3000 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, soft Soil, Depth below bed level 5.0 m - 10 m

0

30.5.A.ii 916 i

Rotary core drilling in soil /rock and take continuous rock core to a depth 3000 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, soft Soil, Depth below bed level 10 m - 15m

0

917 30.5.A.iv

Rotary core drilling in soil /rock and take continuous rock core to a depth 3000 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, soft Soil, Depth below bed level 15 m - 20 m

0

918 30.5.A.v

Rotary core drilling in soil /rock and take continuous rock core to a depth 3000 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, soft Soil, Depth below bed level 20 m - 25 m

0

919 30.5.A.vi

Rotary core drilling in soil /rock and take continuous rock core to a depth 3000 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, soft Soil, Depth below bed level > 25 m

0

920 30.5.B.i

921 30.5.B.ii

922 30.5.B.iii

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all 3000 complete as directed, Soil ( gravel BMS etc), Depth below bed level upto 5.0 M meter Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all 3000 complete as directed, Soil ( gravel BMS etc), Depth below bed level 5.0 m - 10 meter m Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all 3000 complete as directed, Soil ( gravel BMS etc), Depth below bed level 10 m - 15m meter

0

0

0

923 30.5.B.iv

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all 3000 complete as directed, Soil ( gravel BMS etc), Depth below bed level 15 m - 20 meter m

0

924 30.5.B.v

Rotary core drilling in soil /rock and take continuous rock core to a depth below ground level with Tungstun carbide bits including core sampling all 3000 complete as directed, Soil ( gravel BMS etc), Depth below bed level 20 m - 25 meter m

0

925 30.5.B.vi

Rotary core drilling in soil /rock and take continuous rock core to a depth 3000 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soil ( gravel BMS etc), Depth below bed level > 25 m

0

926 30.5.C.i

Rotary core drilling in soil /rock and take continuous rock core to a depth 3000 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soft Rock, Depth below bed level upto 5.0 m

0

927 30.5.C.ii

Rotary core drilling in soil /rock and take continuous rock core to a depth 3000 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soft Rock, Depth below bed level 5.0 m - 10 m

0

928 30.5.C.iii

Rotary core drilling in soil /rock and take continuous rock core to a depth 3000 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soft Rock, Depth below bed level 10 m - 15m : Add 20

0

929 30.5.C.iv

Rotary core drilling in soil /rock and take continuous rock core to a depth 3000 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soft Rock, Depth below bed level 15 m - 20 mM

0

930 30.5.C.v

Rotary core drilling in soil /rock and take continuous rock core to a depth 3000 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soft Rock, Depth below bed level 20 m - 25 mM

0

931 30.5.C.vi

Rotary core drilling in soil /rock and take continuous rock core to a depth 3000 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Soft Rock, Depth below bed level > 25

0

932 30.5.D.i

Rotary core drilling in soil /rock and take continuous rock core to a depth 3000 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Hard Rock, Depth below bed level upto 5.0 m

0

933 30.5.D.ii

Rotary core drilling in soil /rock and take continuous rock core to a depth 3000 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Hard Rock, Depth below bed level 5.0 m - 10 m

0

30.5.D.ii i

Rotary core drilling in soil /rock and take continuous rock core to a depth 3000 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Hard Rock, Depth below bed level 10 m - 15m

0

935 30.5.D.iv

Rotary core drilling in soil /rock and take continuous rock core to a depth 3000 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Hard Rock, Depth below bed level 15 m - 20 mM

0

936 30.5.D.v

Rotary core drilling in soil /rock and take continuous rock core to a depth 3000 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Hard Rock, Depth below bed level 20 m - 25 mM

0

937 30.5.D.vi

Rotary core drilling in soil /rock and take continuous rock core to a depth 3000 below ground level with Tungstun carbide bits including core sampling all meter complete as directed, Hard Rock, Depth below bed level > 25 m

0

934

938 30.6 939 30.7 940 30.8

3000 Taking disturbed sample during drilling as directed by the Engineer. nos 3000 Taking Undisturbed sample during drilling as directed by the Engineer. nos Carry out Standard penetration test (SPT) during borig as directed by the 3000 Engineer nos

0 0 0

Providing & installing piezometers at the location of each bore holes for study of fluctuations in water table (Water table studies to be carried out weekly for a period of 3 months) with regular weekly interval and predetermined time & day 3000 each week and depth of water recorded with respect to the reduced level. nos Diurnal variations to be noted for 3 selected weeks during the period of observations and reporting.

941 30.9

942 31.1

2000, 3105

Providing, fitting and fixing mild steel railing complete as per drawing and 3105 Technical Specification m

943 31.2 944 31.3 945 31.4.i 946 31.4.ii

947 31.4.iii

948 31.4.iv

949 31.5

Providing and laying precast RCC railing of M 30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed meter 2000 mm, leaving adequate space between vertical post for expansion, complete as per Drawings and Technical specifications.

Providing and fixing Drainage Spouts complete as per Drawing and Technical no specifications. Filler joint, Providing & fixing 2 mm thick corrugated copper plate in expansion 3103 joint complete as per drawing & Technical Specification. meter , Providing & fixing 20 mm thick compressible fiber board in expansion joint meter complete as per drawing & Technical Specification. , Providing and fixing in position 20 mm thick pre-moulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to N/A cater for a horizontal movement upto 20 mm, covered with sealant complete as meter per Drawing and technical specifications. N/A

N/A

, Providing and filling joint sealing compound as per drawings and technical meter specifications with coarse sand and 6 per cent bitumen by weight Asphaltic Plug joint, Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in 3100 traffic direction), covered with a closure plate of 200 mm x 6 mm of weldable meter structural steel conforming to IS: 2062, as per Drawings and Technical Specifications.

0

0

0 0 0 0

0

0

0

950 31.6

Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm, Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows 3105 duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, meter 1.2 metres high above ground, 2 m center to center, complete as per Drawing and Technical specifications.

#NAME?

951 31.7

Tubular Steel Railing on Precast RCC Posts, 1.2 m High Above Ground Level, Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows 3105 on precast M 20 grade RCC vertical posts 1.8 metres high (1.2 m above GL) meter with 3 holes 50 mm dia for pipe, fixed 2 metres center to, complete as per Drawing and Technical Specifications.

#NAME?