Annexure1 To 29.pdf

ANNEXURES FOR ITEMS OF BoQ ANNEXURE-1 Name of work- Supplying, febrication, Instsllstion,Testing and commissioning of 6.00m x 4.00m Size M.S Floating barge of PUB DATTA KUCHI P.W.S.S Rate = Schedule of rates for repairing/renovation/modification of Steel Vessels/Barge barge/Pontoons etc under IWT DIRECTORATE ASSAM (2008-09) & PWD SOR 2013-14 Sl No

Description of Item

9

Providing frame work in super structure by cutting angles in reqd. size welding the same including cost of labour and materials as directed.

7

a) M.S Angle (65mm x65mmx 6mm) Bottom 4 x 5.00m =20.00 m 6 x 3.00m =18.00 m Top 4x 6.00m =24.00 m 6x 4.00 m =24.00 m Inclined 6 x 1.40 m= 7.40 m 8x 1.40m = 11.20 m 4x 4.00m= 16.00 m 4x 6.00m= 24.00 m Total= 144.60 m Wt.11.60 kg/ m=16.77 qntl Supply of IS grade 2026 mild steel plate of required size and specific thickness in keel/bottom hull/side hull etc. in position by cutting , bending, straightening etc. in proper shape and sixe and welding the same including cost of labour and materials etc. complete as directed. Plate thickness 5 mm and above.

Plate thickness above 5 mm Bottom 1 x3.00m x 5.00mx0.006m =0..09 cum Top 1 x6.00m x 4.00mx0.006m =0.14 cum Total= 0.23 cum Net wt 1805.50 Kg= 18.06 qntl Plate thickness below 5 mm

Unit

Quantity

Qntl

16.77

Qntl

18.06

22

22

PWD (B)

Side 2 x 5.00m x 2.40m x 0.005m=0.120 cum 2 x 3.00m x 2.40m x 0.005m=0.072 cum Total = 0.192 cum Net wt. 1507.20Kg = 15.07 qntl Supplying fitting and fixing of MS pipe/angle of side railing in deck and super structure of barge complete as directed. 65 mm dia MS pipe for roof frame 6 x 1.80m = 10.8 m 2x 6.00m = 12.00 m 6x 2.5 m =15.00 m Total = 37.80m Net wt. 8.01kg/m =302.78 kg= 3.03 qntl Supplying fitting and fixing of MS pipe/angle of side railing in deck and super structure of barge complete as directed. 25 mm dia MS purlin 4x 6.00 m = 24.00 m Net wt. 2.21kg/m =53.04 kg=0.53 qntl Providing corrugated galvanised iron sheet roofing of TATA SHAKTI / SAIL including fitting and fixing necessary galvanised J & I hooks bolts and nuts 8 mm dia with bitumen washer 25 mm dia x 3 mm thick and 1.6 mm thick limtet washer complete excluding cost of roof truss, purlin etc.(roof trusses and purlin etc. to be measured and paid seperately)

PWD (B)

c) 60 mm thick 2 x 6.00 m x 2.10m =25.20 Sqm Providing galvanised iron ridiging of TATA SHAKATI/ SAIL including supplying and fixing necessary galvanised screws/washers etc. complete as directed.

PWD (B)

(d) 0.60 mm thick (i) 150 mm lapping Applying primary coat over new steel and other foreign metal surface over 100 m in width or girth after preparing the surface by throughly cleaning oil grease, dirt and other foreign matter and scoured with wire brushes, fine steels, wood scrapers and sand paper.

a) With ready mixed red-lead/red oxide primer. Outside

Qntl

15.07

Qntl

3.03

Qntl

0.53

Sqm

25.2

r.m.

6

PWD (B)

2x5.50m x1.40m=15.40 sqm 2x 3.5m x 1.40m= 9.80 sqm 1x 6.00m x3.50m=21.00 sqm 2x 6.00mx 0.90m=10.80 sqm 2x3.50m x0.90m= 6.30 sqm Inside 2x5.50m x1.40m=15.40 sqm 2x 3.5m x 1.40m= 9.80 sqm 1x 6.00m x3.50m=21.00 sqm Total = 109.50 sqm Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint of approved brand and manufacture(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surface of all dirt, dust and other foreign matter.

b). High gloss (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). 29

30

Sqm

109.5

sq.m.

109.5

Providing devits on the deck of barge with fitting and fixing complete including its base frame complete as directed b) With medium weight Providing capstan of 50 T pulling capacity fiting, fixing on the deck of barge with necessary base frame fitted with necessary nuts and bolts etc. complete as directed.

31

Providing M.S bollard with base frame fitting and fixing on the deck of barge (B) single bollard of medium size

13

Mooring materials anchoring devices etc.

No

1

No

2

No L.S

4 1

ANNEXURE-2 Name of Work= Detail estimate for supplying , fitting,fixing 80 mm Dia Raw water pumping main of PUB DATTA KUCHI WSS Rate-As per APHE schedule of rates for the year of 2015-16 Sch no

Particulars

Unit

Qnty

9.1.1 Earth work in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50 m lead and lift up to 1.5 m all complete including dewatering as directed including bailing out water where necessary.

(a)

1 x 370.00 m x 0.60m x 1.00m=222.00 Cu.M In ordinary soil

cu.m.

420.00

RM

700.00

Each

1

RM Each Each Each Each Each

700.00 117 3 15 2 25

Each

2

Each Each Each

2 1 25

Each

8

9.2.4 Labour charge for carrying laying and fixing G.I. pipes complete with G.I. fittings specials with jointing materials and supplying the jointing materials all complete as directed excluding trenching and refilling of earth (external work). 80 mm dia

9.6.4

5.1 6.2.1 6.2.2 6.2.4 6.2.3 6.2.5 6.2.6

Labour charge for carrying providing and fixing full way wheel valve of approved quality with supplying jointing materials all complete as directed. 80 mm dia Cost of Materials 80 mm dia G.I pipe 80 mm dia G.I socket 80mm dia G.I union socket 80 mm dia G.I Bend 80 mm dia G.I Threaded Flange 80 mm dia G.I Elbow 80 mm x 65 mm G.I

6.2.21 80 mm dia (225 mm long) G.I Nipple 6.3.15 80 mm dia sluice valve 2.3 Nuts & Bolts 80 mm dia 3 mm rubber insertion sheet 2.2 80 mm dia

Reducing socket

ANNEXURE-3 Name of work- Supply and installation of 3.0 HP Centrifugal Raw water pump set with necessary fittings. Rate = Estimate prepared as per APWD(Elect) SOR 2013-14 & APHE SOR 20015-16 Sl No 39.4.2 (Elect)

Item

Unit

Quantity

Each

1

RM

65

RM

30

mm of dia

471.00

3 HP three phase vertical multistage high pressure centrifugal pump set 8 stage (crompton Greaves/ Aquatic/ CRI/ V-Guard/ Calma make) with DOL starter (crompton greves & contro switch gear /BCH/ L&T/ Simens make ) fully automatic citation.

3.0 H.P. Three Phase 32.1 (PWD) Supplying and laying of following size PVC/XLPE insulated and PVC sheathed 1.1 KV grade solid Aluminium conductor up to 10 Sq mm balance standard conductor , XLPE Insulated , cores laid up , PVC tape inner sheathed , Armour (Aluminium for single core up tpo 70 sq. mm balance aluminium strip , Galvanized for cable up to 2 X 10 sq.mm , 4 x 6 sq.mm balance all galvanized steel strip ..................... sand cushioning etc. complete handling of surplus spoil, debries to proper place as specified and directed by the Deptt. (Nicco / Havells/ RPG/ CCI/ Polycab/ Gloster/ Finolex make or equivalent)

32.1.1 2 Core A2 XWaY A2XFaY 32.1.1.1 b) 4.0 sq mm core UG cable

9.2.4 Labour charge for carrying laying and fixing G.I. pipes complete with G.I. fittings specials with jointing materials and supplying the jointing materials all complete as directed excluding trenching and refilling of earth (external work). a) 50 mm dia

9.11.1

Labour charge for cutting and threading G.I. pipes with requird size of thread including finishing the end all complete as directed. Qnty=3.14 x 50 x 3 =471.00 mm

Cost of Materials 5.1 6.2.1 6.2.2 6.2.4 6.2.3 6.2.5

50 mm dia G.I pipe

Rm

50 mm dia G.I socket

Each

65 mm dia G.I union socket

6 3

50 mm dia G.I Bend

Each

4

50 mm dia G.I Flange

Each

2

100 mm dia G.I Elbow 50 mm dia G/M Full wayvalve

2.3

Each

30.00

Nuts & Bolts 65 mm dia

Each Each

7 2

Each

25

Each

15

3 mm rubber insertion sheet 2.2

65 mm dia

ANNEXURE-4A Detailed Estimate for Construction of 4 Sq.M Size Treatment Plant of PUB DATTA KUCHI pipe water supply scheme Estimate prepared on the basis of APWD(B) Schedule of rates for the year of 2013-14

Sch.No

Item of Work

1.1

Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Upto a depth of 2.00 m below the existing G.L.

(a)

In ordinary soil

2.1.1

Quantity

cu.m.

6.83

Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).

(a). In prop. 1:3: 6 (1 cement:3 coarse sand : 6 coarse agg. by volume (using mixture machine) 4.1.1

Unit

Cum

3.03

Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.

(a).Brick on flat soling.

sq.m.

3.44

18.1.1

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete (upto 1st floor level).

(i) TMT corrosion resistant steel (CRS) c) ISI approved mild steel reinforcement bar (M.S. Bar)

qtl qtl

13.43 0.24

3.1.1

Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:

3.1.1.1

Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.

(i) (a)

Using 38mm thick plank Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face

sq.m.

11.14

(i) 3.1.14

Using 38mm thick plank Sides and soffits of beams, beam haunchings, cantilever girder, bressumers, lintels and horizontal ties.

sq.m.

1.46

(i) 3.1.1.5

Using 38mm thick plank Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like.

sq.m.

1.31

(a) (i) 3.1.1.8

Floors etc. upto 200mm in thickness. Using 38mm thick plank Vertical surface such as walls (any thickness), parapet walls, partitions, walls of septic tank, inspection pit and the like including attached pilasters, butresses, plinth and string courses and the like.

sq.m.

9.61

(i) 3.1.1.10

Using 38mm thick plank Staircase with sloping or stepped soffits including risers and stringers but excluding Landing. (Using 38mm thick plank)

sq.m.

19.44

sq.m.

2.20

2.2.1

(I) (A)

Providing and laying plain/reinforced cement croncrete works cement with coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately)

Using mixture machine In sub - structure up to plinth level Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.

(c) (B) (i)

(c) (ii)

(b) 22.2.5

(iii)

N) Without using admixture, plasticiser M25 grade concrete Super-structure from plinth level upto 1st floor level.

Cum

3.05

Cum

6.24

Cum

1.26

cu.m.

7.50

Walls (thickness not less than 100mm) including attached pillasters, buttresses, plinth and string course etc. N) Without using admixture, plasticiser M25 grade concrete Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing. N) Without using admixture, plasticiser M20 grade concret or Prop. 1:1.5:3 Extra for providing and mixing normal Plastisizer Plastiment BV 40 of Sika India Ltd. / Dr Sealkit Super plast WR 40 (Assian Chemicals)/ Rheobuild 1100 i of BAST @ 0.5%-0.8% by weight of cement in concrete for waterproofing structures like roof slabs, basement, sunken slabs, chajjas, tunnels, water tank etc. as specified and directed by the Department complete at all levels.

In 1 : 1 : 2 (1cement : 1coarse sand : 2aggregate) or M-25 grade.

4.1.4

Brick work in cement morter with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed

(I) In sub-structure up to plinth level including dewatering if necessary (b). In proportion 1:4. 6.2.3

cu.m.

9.16

20 mm thick Cement plaster in two coats, on single or half brick walls for interior plastering up to 1st floor level including arises, internal rounded angles,chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth including curing complete as directed.

A) On rough side (backing coat 15 mm and finishing coat 5 mm thick) (b). In cement mortar 1:4

sq.m.

43.92

A) On fair side (backing coat 10 mm and finishing coat 10 mm thick) (b). In cement mortar 1:4 1.3

Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary.

( c)

With river sand or silt (predominently non plastic) by truck carriage including loading to the site of work

13.9.1

Finishing old / new wall with water proofing weather coat smooth antifungal exterior painting of approved make of Berger paint of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels (two coats)

sq.m.

83.88

cu.m.

30.83

sq.m.

57.67

3.1.1(san)13- Supplying fitting fixing G.I pipes of following sizes, with all necessary 14 "R" brand or similar approved G.I fittings such as bend, tee, elbow,reducer, nipple, plug, long screw fitting, H.W clamp etc.complete at all levels including below G.L as directed and specified.

(A) Exposed or in trenches c) 32 mm dia (Midium) (using TATA )

RM

31.90

ANNEXURE-4B Name of work- Construction of Sedimentation tank of PUB DATTA KUCHIWater supply Scheme Rate = As per A.P. W.D (build) schedule of rates for the year 2013-14 Sch.No

Particulars

1.1

Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Upto a depth of 2.00 m below the existing G.L.

(a)

In ordinary soil

Unit

cu.m.

Quantity

61.14

4.1.1

2.1.1

Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.

(a).Brick on flat soling. Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).

(a). In prop. 1:3: 6 (1 cement:3 coarse sand : 6 coarse agg. by volume (using mixture machine)

sq.m.

29.60

Cum

4.80

3.1.1

Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:

3.1.1.1

Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.

(i) 3.1.1.8

Using 38mm thick plank Vertical surface such as walls (any thickness), parapet walls, partitions, walls of septic tank, inspection pit and the like including attached pilasters, butresses, plinth and string courses and the like.

sq.m.

9.32

(i) 2.2.1

Using 38mm thick plank Providing and laying plain/reinforced cement croncrete works cement with coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately)

sq.m.

180.67

(I) (A)

Using mixture machine In sub - structure up to plinth level

Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.

(c) (B) (i)

(c) Market

18.1.1

N) Without using admixture, plasticiser M25 grade concrete Super-structure from plinth level upto 1st floor level.

6.68

Cum

18.16

RM

110.4

qtl

32.75

sq.m.

155.24

Walls (thickness not less than 100mm) including attached pillasters, buttresses, plinth and string course etc. N) Without using admixture, plasticiser M25 grade concrete Providing Aluminium Water Stopper of 150mm width in wall construction joints , made out of 14 swg aluminium plain sheet , placing, fixing in position, to ensure water tightness in the construction joints, all complete as per specification.

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete (upto 1st floor level).

b) Other ISI approved TMT reinforcement bar (SRMB/SAI/BISCON/X TECH) (For Assam Type Bldg. Drain works, retaining wall & Boundary wall etc.) 6.2.3

Cum

20 mm thick Cement plaster in two coats, on single or half brick walls for interior plastering up to 1st floor level including arises, internal rounded angles,chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth including curing complete as directed.

A) On rough side (backing coat 15 mm and finishing coat 5 mm thick) (b). In cement mortar 1:4 A) On fair side (backing coat 10 mm and finishing coat 10 mm thick)

13.9.1

1.3

( c) Analysis

(b). In cement mortar 1:4 Finishing old / new wall with water proofing weather coat smooth anti-fungal exterior painting of approved make of Berger paint of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels (two coats)

sq.m.

93.25

sq.m.

78.25

cu.m.

53.00

Each

2

Each

2

150 mm dia

Each

2

UPVC Tail Piece (d) 110mm

Each

12

Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. With river sand or silt (predominently non plastic) by truck carriage including loading to the site of work Construction of brick masonary valve chamber with 23 cm 1 st class brick in prop. 1:4 finished with 10 mm thick cement plastering prop. 1 :4 inside wall in floor including necessary earth work in excavation and refilling the sides of the same after completion of brick work. The size of chamber 60cm x 60cm x 120 cm inside with a RCC cover slab in 10 tor T.S @150 mm c/c both ways binding with black wire. Brick flat soling with 1:3:6 in the base of chamber complete as per specification and drawing approved by the Deptt.

9.6.1 Labour charge for carrying, placing in position, fitting and fixing C.I. sluice valve (with wheel & cap) C.I. reflex valve complete with supplying bolts and nuts, 3 mm thick rubber insertion sheet etc. (the tail pieces if required will be paid separately) all complete as directed (one valve and two flanged joints). 150 mm dia CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN

6.3.15 1.0 WITH ISI MARKING

6.1.10

ANNEXURE-4C Name of work-Construction of Cascade type aerator of PUB DATTA KUCHIWater supply Scheme As per A.P. W.D (build) schedule of rates for the year 2013-14 Sch.No

1.1

Item of work Earth work in excavation for foundation, trenches of walls,retaining walls, footing of columns,steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc and removal of removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified.

Unit

Qnty

A) up to a depth of 2m below the existing ground level (a) 2.1.1

4.1.1 (a)

In ordinary soil Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).

cu.m.

22.43

a) In prop. 1;3;6 Providing soling in foundation and under floor at all levels with stone/ best quality picked jhama bricks, sand packed and laid to level and in pannel after preparing the sub grade as directed including all labour and materials , and dewatering complete

Cu.M.

1.13

Sq.M

7.54

a) Brick flat soling

18.1

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete (upto 1st floor level).

a) From primary producer : TATA/ SAIL/ Jindal steel/ Shyam steel/RINL

3.1.1

(i) TMT corrosion resistant steel (CRS) Providing form work of ordinary timber planking so as to give a rough finished including centering, shuttering, sthutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in- situ reiforcement work)

qtl

5.64

using 38 mm thick plank Column pillar post & struts Square, Rectangular,Polygonal in plan or any shape like Tee/L etc. having plane vertical etc.

Sq.M

3.82

using 38 mm thick plank

Sq.M

19.20

Foundation ,footing, base of column, tie beam pile cap raft, walls of septic tank, inspection pit and the like up to plinth level.

2.3.2 Providing and laying plain/reinforced cement concrete works cement with coarse sand & , 20mm down including dewatering if necessary and curing complete but excluding cost of form wood and reinforcement for reinforced cement (I) In substructure up to plinth level (A) Foundation, footing, columns with base, tie and plinth beam, grade beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick.

(c)

N) Without using admixture, plasticiser M25 grade concrete B) In superstructure from plinth level up to Ist floor level.

Cum

1.47

(B) Columns, pillars. Posts, struts, suspended floor, roof, shell and support, beam, girder, bressumer, cantilever, including preparing of surfaces and furnishing and nosing.

(c)

(c) 4.1.4

N) Without using admixture, plasticiser M25 grade concrete (B) Walls (thickness not less than 100mm) including attached pillasters, buttresses, plinth and string course etc. N) Without using admixture, plasticiser M25 grade concrete Brick work in cement morter with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed

Cum

0.83

Cum

1.78

cu.m.

0.68

sq.m.

24.65

sq.m.

17.83

(I) In sub-structure up to plinth level including dewatering if necessary

6.2.2

(b). In proportion 1:4. 15 mm thick Cement plaster in single coat on single or half brick wall ….. internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed.

13.9.1

A) On rough side (b). In cement mortar 1:4 Finishing old / new wall with water proofing weather coat smooth anti-fungal exterior painting of approved make of Berger paint of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels (two coats)

Analysis

Supplying,and fitting fixing embeded in the RCC shaft column of 200 mm dia D.I pipe in cascade type aerator, including necessary fittings such as bend,Tee etc where necessary as directed by the deptt. Job

1

ANNEXURE-4D Providing and laying 100 mm dia D.I pipe ambeded in side shaft column of cascade type aerator. Sl no

Particulars

Unit

Qnty

Rm

6.2

Per Kg

42

cost of materials

5.6 6.4.9

6.4.15

D.I. Pipe (Class K-7) 100 mm dia DI DOUBLE SOCKET DUCK FOOT BEND (a) Up to 300 mm 100 mm dia Qnty= 1 No Wt. 42 Ks Each DI MECHANICAL JOINT COLLER (a) Up to 300 mm 100 mm dia= 3 nos X 32Kg/E= 96Kg

6.4.4

Per Kg

96

Per Kg

44

Ductile Iron Flange as per IS : 9523/2000 (a) 100 mm -200 mm 100 mm dia= 4 nos X 11Kg each= 44.00Kg

6.4.18

RUBBER GASKET FOR DI PIPE CONFORMING TO BIS :5832/85 100 mm dia Qnty= 4 Nos

Each

4

ANNEXURE-4E Name of work-Construction of Flash Mixer of PUB DATTA KUCHIWater supply Scheme As per A.P. W.D (build) schedule of rates for the year 2013-14 Sch.No

Item of work Unit

1.1

Qnty

Earth work in excavation for foundation, trenches of walls,retaining walls, footing of columns,steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc and removal of removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified.

A) up to a depth of 2m below the existing ground level (a) 2.1.1

4.1.1 (a)

In ordinary soil Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).

cu.m.

14.27

a) In prop. 1;3;6 Providing soling in foundation and under floor at all levels with stone/ best quality picked jhama bricks, sand packed and laid to level and in pannel after preparing the sub grade as directed including all labour and materials , and dewatering complete

Cu.M.

1.38

Sq.M

10.84

a) Brick flat soling

18.1

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete (upto 1st floor level).

a) From primary producer : TATA/ SAIL/ Jindal steel/ Shyam steel/RINL

3.1.1

(ii) Super ducktile (SD) TMT Reinforcement bar Providing form work of ordinary timber planking so as to give a rough finished including centering, shuttering, sthutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in- situ reiforcement work)

qtl

7.31

Sq.M

0.35

Sq.M

58.06

Cum

1.23

Foundation ,footing, base of column, tie beam pile cap raft, walls of septic tank, inspection pit and the like up to plinth level.

using 38 mm thick plank 3.1.1.8

Vertical surface such as walls (any thickness), parapet walls, partitions, walls of septic tank, inspection pit and the like including attached pilasters, butresses, plinth and string courses and the like.

using 38 mm thick plank 2.3.2 Providing and laying plain/reinforced cement concrete works cement with coarse sand & , 20mm down including dewatering if necessary and curing complete but excluding cost of form wood and reinforcement for reinforced cement (I) In substructure up to plinth level (A) Foundation, footing, columns with base, tie and plinth beam, grade beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick.

(c)

N) Without using admixture, plasticiser M25 grade concrete

(B) Walls (thickness not less than 100mm) including attached pillasters, buttresses, plinth and string course etc.

(c) 6.2.2

N) Without using admixture, plasticiser M25 grade concrete 15 mm thick Cement plaster in single coat on single or half brick wall ….. internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed.

A) On rough side (b). In cement mortar 1:4 13.9.1

Finishing old / new wall with water proofing weather coat smooth anti-fungal exterior painting of approved make of Berger paint of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels (two coats)

Cum

5.57

sq.m.

53.88

sq.m.

42.89

Each

1

Analysis

Construction of brick masonary valve chamber with 23 cm 1 st class brick in prop. 1:4 finished with 10 mm thick cement plastering prop. 1 :4 inside wall in floor including necessary earth work in excavation and refilling the sides of the same after completion of brick work. The size of chamber 60cm x 60cm x 120 cm inside with a RCC cover slab in 10 tor T.S @150 mm c/c both ways binding with black wire. Brick flat soling with 1:3:6 in the base of chamber complete as per specification and drawing approved by the Deptt.

9.6.1 Labour charge for carrying, placing in position, fitting and fixing C.I. sluice valve (with wheel & cap) C.I. reflex valve complete with supplying bolts and nuts, 3 mm thick rubber insertion sheet etc. (the tail pieces if required will be paid separately) all complete as directed (one valve and two flanged joints). 150 mm dia 6.3.15

Each

1

Each

1

CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING 100 mm dia

5.1 100 mm dia GI pipe (Sludge outlet pipe) 6.2.5 100 mm dia GI elbow 6.2.3 100 mm dia GI threaded flange

Rm Each Each

5 2 2

ANNEXURE-4F Name of work- Construction of RCC Channel of PUB DATTA KUCHI Water supply Scheme As per A.P. W.D (build) schedule of rates for the year 2013-14 Sch.No

Particulars

1.1

Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Upto a depth of 2.00 m below the existing G.L.

(a)

In ordinary soil

4.1.1

Unit

Quantity

cu.m.

13.31

sq.m.

5.76

Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.

(a).Brick on flat soling.

2.1.1

Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).

(a). In prop. 1:3: 6 (1 cement:3 coarse sand : 6 coarse agg. by volume (using mixture machine) 3.1.1

Cum

0.58

Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:

3.1.1.1 Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (i) Using 38mm thick plank 3.1.1.3 Columns, Pillars, Posts & Strut (a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face

sq.m.

(i) Using 38mm thick plank 3.1.1.8 Vertical surface such as walls (any thickness), parapet walls, partitions, walls of septic tank, inspection pit and the like including attached pilasters, butresses, plinth and string courses and the like.

sq.m.

(i) 2.2.1

(I) (A)

Using 38mm thick plank Providing and laying plain/reinforced cement croncrete works cement with coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately)

Using mixture machine In sub - structure up to plinth level

sq.m.

8.64

26.40

21.60

Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.

(c) (B) (i)

(c) 18.1.1

N) Without using admixture, plasticiser M25 grade concrete Super-structure from plinth level upto 1st floor level.

Cum

1.15

Cum

3.22

qtl

5.00

sq.m.

46.72

sq.m.

36.32

Walls (thickness not less than 100mm) including attached pillasters, buttresses, plinth and string course etc. N) Without using admixture, plasticiser M25 grade concrete Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete (upto 1st floor level).

a) From primary producer : TATA/ SAIL/ Jindal steel/ Shyam steel/RINL

6.2.3

(i) TMT corrosion resistant steel (CRS) 20 mm thick Cement plaster in two coats, on single or half brick walls for interior plastering up to 1st floor level including arises, internal rounded angles,chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth including curing complete as directed.

A) On fair side (backing coat 10 mm and finishing coat 10 mm thick)

13.9.1

(b). In cement mortar 1:4 Finishing old / new wall with water proofing weather coat smooth anti-fungal exterior painting of approved make of Berger paint of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels (two coats)

--------------------------

ANNEXURE-5A Name of Work= Detail estimate for supplying , fitting,fixing of internal connection between TP & UGR of PUB DATTA KUCHI Pipe Water Supply Scheme. As per APHE schedule of rates for the year of 2015-16 and analysis rate Sch no

Particulars

Unit

Qnty

cu.m.

9.72

RM RM

22.00 18.00

Rm

20.00

9.1.1 Earth work in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50 m lead and lift up to 1.5 m all complete including dewatering as directed including bailing out water where necessary.

(a)

1 x 1 x 18.00 m x 0.60m x 0.90m=9.72 Cu.M In ordinary soil

9.2.4 Labour charge for carrying laying and fixing G.I. pipes complete with G.I. fittings specials with jointing materials and supplying the jointing materials all complete as directed excluding trenching and refilling of earth (external work). 100mm dia Qnty= 1 x 22.00m =22.00 M 150mm dia Qnty= 1 x 18.00m =18.00 M

9.2.7 Labour charge for carrying and laying in position in trenches P.V.C. pipes with specials in lines and level including cutting the pipes where necessary and providing joints to pipes and specials with jointing materials such as cement lubricant after roughening the surfaces including the cost of jointing materials and testing the joints all complete as directed 75 mm dia Qnty= 1 x 20.00m =20.00 M

Analysis (A)

10.6.2

25.12 (PWD)

Construction of brick masonary valve chamber with 23 cm 1 st class brick in prop. 1:4 finished with 10 mm thick cement plastering prop. 1 :4 inside wall in floor including necessary earth work in excavation and refilling the sides of the same after completion of brick work. The size of chamber 60cm x 60cm x 120 cm inside with a RCC cover slab in 10 tor T.S @150 mm c/c both ways binding with black wire. Brick flat soling with 1:3:6 in the base of chamber complete as per specification and drawing approved by the Deptt.

1 x 4 nos= 4 nos

Each

4

Making and Supplying of UPVC perforated laterals of 50mm dia and 60 cm long by making hole of 5mm dia at a spacing of 8 cm centre to centre in two lines at 60’ with the centre of the pipe and threading at both ends and supplying, fitting and fixing 40mm dia U.P.V.C. threaded End Plug at one end, the other end to be fitted with a UPVC threaded nipple of 75 mm long properly embedded in RCC cover slab all complete as directed.

Pair

8

sq.m.

3.00

Providing precast R.C.C slab over drain ,septic tank etc. in prop. 1:2:4 reinforced with 10mm M.S. bar @ 150mm centre both ways tying with 20 gauge black annealed wire with necessary shuttering , curing etc. complete including fixing in position as directed.

Qnty= (2 x 2.00m x 0.75 m ) = 3.0 sqm b) 75mm thick slab

10.2.2

Supplying and placing of filter sand of hard and resistant quartz, uniform size and shape free from dust, clay, soft grains, dirt and any other foreign materials includind inorganic salt and organic substance, washed and screened. Having uniformity coefficient between 1.3 to 1.7, effective size between 0.45 to 0.70mm, ignition loss not exceeding 0.7% by weight, soluble fraction in Hydrochloric acid not exceeding by 5% by weight, silica content not less than 90%, specific gravity between 2.55 to 2.65, wearing loss less than 3% as per IS: 1419 (Part-I):1977 all complete as directed.

Qnty= 2 x 2.00m x 1.50m x 0.60m =3.60 Cu.m

10.2.1

Cu.M

3.6

Cum

0.4125

Cum

0.4125

Cum

0.4125

Cum

0.4125

Cum

0.4125

RM

18

RM

22

RM

20

Each

4

Each

3

Each

1

Supplying and placing of filter gravel of uniform size and shape without flaxy shape free from dust , clay, soft grains, dirt and other foreign materials, washed and screened to different sizes as given below as per IS 8419 (Part-I) : 1977 all complete as directed.

a) Size from 2 mm to 6 mm 2 x 1.65 x 1.25 x 0.10 =0.60 cum b) Size from 7 mm to 12 mm 2 x 1.65 x 1.25 x 0.10 =0.60 cum c) Size from 13 mm to 25 mm 2 x 1.65 x 1.25 x 0.10 =0.60 cum c) Size from 25 mm to 32 mm 2 x 1.65 x 1.25 x 0.10 =0.60 cum d) Size from 25 mm to 32 mm 2 x 1.65 x 1.25 x 0.10 =0.60 cum Cost of Materials 150 mm dia G.I pipe 100 mm dia G.I pipe 75 mm dia PVC pipe 150 mm dia CIDE S/valve 100 mm dia CIDE S/valve 80 mm dia CIDE S/valve

150 mm dia G.I Socket 100 mm dia G.I Socket 150 mm dia G.I nipple, 225 mm long 100 mm dia G.I nipple, 225 mm long 150 mm dia G.I Bend 90 100 mm dia G.I Bend 90 150 mm dia G.I Flange 100 mm dia G.I Flange 80 mm dia G.I Flange 150 x 100 mm dia G.I reduceing socket 75 mm dia PVC E/cap Nuts & Bolts 150 mm dia Nuts & Bolts 100 mm dia Nuts & Bolts 80 mm dia

Each

2

Each

10

Each

6

Each

6

Each

6

Each

8

Each

4

Each

5

Each

4

Each

1

Each

3

Each

65

Each

40

Each

11

Each

15

Each

9

Each

6

3 mm rubber insertion sheet 150 mm dia 100 mm dia 80 mm dia

ANNEXURE-5B Brick masonary valve chamber inside clear area 900 mm x 900 mm x 1250 mm including precast slab over the chamber. As per APWD (Build) SOR 2013-14 Sch no 1.1

(a) 4.1.1

Particulars

Qnt y

Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Upto a depth of 2.00 m below the existing G.L.

Qnty= 1 x 1.55m x 1.55 m x 1.40m =3.66cum In ordinary soil

cu.m .

3.36

sq.m .

2.40

Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.

Qnty= 1 x 1.55m x 1.55 m =2.40 Sqm (a).Brick on flat soling. 2.1.1

Unit

Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).

Qnty= 1 x 1.55m x 1.55 m x 0.10m =0.24cum (b). In prop. 1:4:8 (1 cement:4 coarse sand : 8 coarse agg. by volume (using mixture machine)

Cum

0.24 0

4.1.4

Brick work in cement morter with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed (I) In sub-structure up to plinth level including dewatering if necessary Qnty= 1 x 2 x 1.40 x 0.25 x 1.15 =0.81 Cum 1 x 2 x 0.90 x 0.25 x 1.15 =0.52 Cum 1 x 2 x 1.40 x 0.112 x 0.10 =0.03 Cum 1 x 2 x 0.90 x 0.112 x 0.10 =0.02 Cum Total=1.38 Cum (c). In proportion 1:5.

6.2.2

cu.m .

1.38

15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed.

A) On rough side

Qnty= For inside plastering 1 x 4 x 0.90 x 1.25 = 4.50 Sqm (b). In cement mortar 1:4

sq.m .

4.5

sq.m .

0.84

sq.m .

1.25

B) On fair side

Qnty For outside plastering 1 x 4 x 1.40 x 0.15 = 0.84 Sqm (b). In cement mortar 1:4 25.1 2

Providing precast R.C.C slab over drain ,septic tank etc. in prop. 1:2:4 reinforced with 10mm M.S. bar @ 150mm centre both ways tying with 20 gauge black annealed wire with necessary shuttering , curing etc. complete including fixing in position as directed.

1 x 1 x 1.12 x 1.12 = 1.25 Sqm b) 100 mm thick slab

---------------------------

ANNEXURE-6 Name of work- Construction of 40,000 lits capacity Clear Water Underground Sump of PUB DATTA KUCHI PWSS . As per A.P. W.D (build) schedule of rates for the year 2013-14 Sch.No

Particulars

1.1

Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Upto a depth of 2.00 m below the existing G.L.

(a)

In ordinary soil

4.1.1

Quanti ty

cu. m.

80.08

sq. m.

23.04

Cu m

3.46

Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.

(a).Brick on flat soling. 2.1.1

Uni t

Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).

(a). In prop. 1:3: 6 (1 cement:3 coarse sand : 6 coarse agg. by volume (using mixture machine)

3.1.1

Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:

3.1.1.1

Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.

(i) 3.1.1.2 (i) 3.1.1.3 (a) (i) 3.1.1.4

Using 38mm thick plank

(a) (i) 3.1.1.8

(i) 3.1.1.10

2.88

sq. m.

17.10

sq. m.

19.09

sq. m.

19.80

sq. m.

12.96

sq. m.

91.10

sq. m.

7.95

Sides of tie beams, grade beams etc. at or below ground level. Using 38mm thick plank Columns, Pillars, Posts & Strut Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face Using 38mm thick plank Sides and sofits of beams, beam haunchings, cantiliver girders, bressumers, lintels and horizontal ties. Using 38mm thick plank

3.1.1.5

sq. m.

Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like. Floors etc. upto 200mm in thickness. Using 38mm thick plank Vertical surface such as walls (any thickness), parapet walls, partitions, walls of septic tank, inspection pit and the like including attached pilasters, butresses, plinth and string courses and the like.

Using 38mm thick plank Staircase with sloping or stepped soffits including risers and stringers but excluding Landing. (Using 38mm thick plank)

2.2.1

Providing and laying plain/reinforced cement croncrete works cement with coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately)

(A)

In sub - structure up to plinth level Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.

P) Using admixture, plasticiser etc for air entraining, water reducing purposes including addition of agent for changing normal setting time of concrete as required. (c)

M25 grade concrete

(B)

Super-structure from plinth level upto 1st floor level.

Cu m

5.08

Cu m

6.83

Cu

4.46

P) Using admixture, plasticiser etc for air entraining, water reducing purposes including addition of agent for changing normal setting time of concrete as required.

(i)

Walls (thickness not less than 100mm) including attached pillasters, buttresses, plinth and string course etc.

(c)

M25 grade concrete

(ii)

Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing.

P) Using admixture, plasticiser etc for air entraining, water reducing purposes including addition of agent for changing normal setting time of concrete as required.

(c)

M25 grade concrete

m Roof slab N) Without using admixture, plasticiser (b) 1.46(sa ni)

18.1.1

M20 grade concret or Prop. 1:1.5:3

Cu m

6.83

Eac h

1.00

(i) TMT corrosion resistant steel (CRS)

qtl

20.05

Supplying, fitting & fixing in position 100mm dia, GI air vent pipes of about 1.00m high fitted with necessary bend etc. over top slab, complete in all respects as directed.

RM

Providing fitting and fixing 450 mm dia . 90 mm thick C.I Man hole cover and frame of 58 kg. weight complete as directed and specified.

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete (upto 1st floor level).

a) From primary producer : TATA/ SAIL/ Jindal steel/ Shyam steel/RINL

PHE

6.2.3

1.0

20 mm thick Cement plaster in two coats, on single or half brick walls for interior plastering up to 1st floor level including arises, internal rounded angles,chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth including curing complete as directed.

A) On fair side (backing coat 10 mm and finishing coat 10 mm thick) (b). In cement mortar 1:4

sq. m.

52.00

sq. m.

48.17

A) On rough side (backing coat 15 mm and finishing coat 5 mm thick) (b). In cement mortar 1:4

13.9.1

10.2

Finishing old / new wall with water proofing weather coat smooth anti-fungal exterior painting of approved make of Berger paint of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels (two coats)

sq. m.

25.78

kg

181.83

Providing, fitting and fixing M.S. grill of requiredpattern for windows/ clerestory windows/ openingwith M.S. flats at required spacing in frame all round, squre or round M.S. bars with round headed bolts and nuts or screws.

I . Plain grill (Around the UGR) (c). Fixed to Brickwork/P.C.C/R.C.C.

ANNEXURE-7 Name of Work: Detail estimate for Chlorination of PUB DATTA KUCHI PWSS. Sch no 1

Particulars

Unit

Qnty

Job

1

Specification of Item Supply and installation of solenoid feed dozing pump of 6 lit capacity having pressure 6 kg/Sq. Cm of approved brand and make along with synchronized solution tank mixing container of 100 lits capacity complete with all electrical wiring with panel board fitting fixing at site , commissioning and testing to be done at cost and risk of contractor pump should have single phase electrical / diesel power supply provision only.

Standard materials for construction 1. Housing- Fiber reinforced plastic 2. Spacer and head - Polyproylene/UPVC 3. Diaphram- Teflon Faced 4. Ball- PTEE 5. Suction and dischaege Ball cartidge- Polyproylene/UPVC 6. Solution and discharging Tubing - HDPE/LLPEE 7. MS Febrication stand for mixing container

ANNEXURE-8 Name of work- Construction of Clear water Pump House over Under Ground Sump at PUB DATTA KUCHI P.W.S.S As per A.P. W.D (build) schedule of rates for the year 2013-14 Sch No 18.1.1

Description of Item

Unit

Quantity

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete (upto 1st floor level).

a) From primary producer : TATA/ SAIL/ Jindal steel/ Shyam steel/RINL

3.1.1

(i) TMT corrosion resistant steel (CRS) c) ISI approved mild steel reinforcement bar (M.S. Bar) Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:

(a)

Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face

(ii) 3.1.1. 5

Using 25mm thick plank Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like.

(a) (ii)

Floors etc. upto 200mm in thickness. Using 25mm thick plank

qtl qtl

2.76

sq.m.

8.68

sq.m.

25.82

0.58

2.2.1

Providing and laying plain/reinforced cement croncrete works cement with coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately)

(B)

Super-structure from plinth level upto 1st floor level.

(ii)

Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing.

(b) 18.3.1

P) Using admixture, plasticiser etc M20 grade concret or Prop. 1:1.5:3 Providing fitting, hoisting and fixing of roof trusses including purlins fabricated out of M.S. circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed.

a) TATA make Circular hollow section - CHS of grade YST-310 conforming to I:S Specification : 1161-1998 8.1.35

8.1.36

Cum

1.68

qtl

2.81

sq.m.

17.46

Providing Pre Painted Galvalume Sheet Roofing (PPGL) at all levels including fitting and fixing self drilling, self tapping screws complete (Roof trusses, purlins etc. to be measured and paid separately.) .TATA Blue scope/Dyna roof / Wonder Roof or equivalent as directed by the Deptt.

(iv) 0.55 mm thick Providing Pre Painted Galvalume Sheet (PPGL) accessories ( Ridges / Valley / Gutter / Flashing) at all levels including fitting and fixing self drilling, self tapping screws complete.TATA Blue scope/Dyna roof / Wonder Roof or equivalent as directed by the Deptt.

9.4.1

4.1.8

(iv) 0.55 mm thick Providing barge board of size 200mm x 20mm with 1st class local Hollock/ Bonsum timber including fitting and fixing with necessary wood screws etc. complete.

9.1.2

6.2.1

3.9

r.m.

17.00

sq.m.

32.49

sq.m.

9.00

cu.m .

0.11

sq.m.

72.82

1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paid separately)

(A) 112 mm thick brick wall (a). In cement mortar in proportion 1:4 5.1.6

RM

(1 cement:4 sand)

40 mm thick red oxide floor with under layer of 30 mm thick cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of size 20 mm and down) and top layer of 10mm thick plaster of cement red-oxide of iron per 50 kg of cement in prop. 1:3 (1 cement red oxide: 3 coarse sand) finished with a floating coat of neat cement red oxide mix of same proportion.

Providing wood work in frame (chowk aths) of doors, windows, clerestory windows and other similar works wrought, framed and fixed in position in contact with C.C or brick masonry wall including supplying, fitting and fixing with M.S. hold fast (40mmx3mmx250mm) as per design embeded in cement concrete block in proportion 1:2:4 and with two coats of kiricide oiling to the timber faces in contact with C.C and masonry as directed and specified.

(b). With 1st class timber (Hollock/ Sundi) 10 mm thick Cement plaster in single coat on fair side of brick/concrete walls for interior plastering up to 1st floor level including arises or rounded angles not exceeding 80mm girth and finished even and smooth including curing complete as directed.

(b). In cement mortar 1:4

10.2

Providing, fitting and fixing M.S. grill of requiredpattern for windows/ clerestory windows/ openingwith M.S. flats at required spacing in frame all round, squre or round M.S. bars with round headed bolts and nuts or screws.

9.9.5

I . Plain grill (a). Fixed to wooden frames Providing fitting and fixing 1st class local wood battened and framed door and window shutters including oxidised iron butt hinges (100mmx 58mmx 1.90mm) 6 nos with necessay screws. (a) Using Bonsum / Holock wood Applying priming coat over new wood and wood based surfaces over 100mm in girth/width after and including preparing the surface by throughly cleaning oil, grease, dirt snd other foreign matter , sand papering and knotting.

sq.m.

4.71

13.6.3

(b). With ready mixed paint , wood primer (white). Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matter sand papering and stopping.

sq.m.

26.29

sq.m.

26.29

sq.m.

4.80

13.6.5

(i).Surfaces over 100mm in width or girth. a). General purpose (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). 13.7.2

36.00

Applying primary coat over new steel and other metal surface over 100m in width or girth after preparing the surface by throughly cleaning oil,grease, dirt and other foreign matter and scoured with wire brushes, fine steels, wood scrapers and sand paper.

a). With ready mixed "red-lead/ red oxide" primer. 13.7.4

kg

Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint of approved brand and manufacture(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surface of all dirt, dust and other foreign matter.

(i).Surfaces over 100mm in width or girth.

13.9.1

15.1.1

a). General purpose (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac).

sq.m.

4.80

Finishing old / new wall with water proofing weather coat smooth anti-fungal exterior painting of approved make of Berger paint of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels (two coats)

sq.m.

72.82

each

1

each

6

each

4

each

4

Supplying, fitting, fixing electrocoloured iron fittings of approved make, resonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for wood screws including necessary screws etc. complete. a) Sliding door bolt

ii) 250mm x 16mm b) Cast iron stove enamelled black door handle

iii) 150mm c) Tower bolt

iv) 150mm x 10mm e) M.S Gate shutter hook and eye

ii) 100mm

ANNEXURE-9 Name of work- Supply and installation of 3.00 HP Centrifugal Clear water pump set with necessary fittings. as per APWD(Elect) SOR 2013-14 & APHE SOR 20015-16 Sl No 39.4.2 (Elect)

Item

Unit

Quantity

Each

1

RM

20

RM

20

3 HP three phase vertical multistage high pressure centrifugal pump set 8 stage (crompton Greaves/ Aquatic/ CRI/ V-Guard/ Calma make) with DOL starter (crompton greves & contro switch gear /BCH/ L&T/ Simens make ) fully automatic citation. 3.0 H.P. Three Phase

32.1 (PWD) Supplying and laying of following size PVC/XLPE insulated and PVC sheathed 1.1 KV grade solid Aluminium conductor up to 10 Sq mm balance standard conductor , XLPE Insulated , cores laid up , PVC tape inner sheathed , Armour (Aluminium for single core up tpo 70 sq. mm balance aluminium strip , Galvanized for cable up to 2 X 10 sq.mm , 4 x 6 sq.mm balance all galvanized steel strip ..................... sand cushioning etc. complete handling of surplus spoil, debries to proper place as specified and directed by the Deptt. (Nicco / Havells/ RPG/ CCI/ Polycab/ Gloster/ Finolex make or equivalent)

32.1.1 2 Core A2 XWaY A2XFaY 32.1.1.1 b) 4.0 sq mm core UG cable

9.2.4 Labour charge for carrying laying and fixing G.I. pipes complete with G.I. fittings specials with jointing materials and supplying the jointing materials all complete as directed excluding trenching and refilling of earth (external work). a) 80 mm dia

9.11.1

Labour charge for cutting and threading G.I. pipes with requird size of thread including finishing the end all complete as directed. Qnty=3.14 x 80 x 3 =753.60 mm Cost of Materials

mm of dia

753.60

5.1 6.2.1

50 mm dia G.I pipe

Rm

50 mm dia G.I socket Each

6.2.2 6.2.4

65 mm dia G.I union socket

Each

50 mm dia G.I Bend Each

6.2.3

50 mm dia G.I Flange Each

6.2.5

100 mm dia G.I Elbow

Each

50 mm dia G/M Full wayvalve Each 2.3

Nuts & Bolts 65 mm dia

20.00 6 3 4 2 7 2

Each

25

Each

15

3 mm rubber insertion sheet 2.2

65 mm dia

ANNEXURE-10 Name of Work= Detail estimate for supplying , fitting,fixing 65 mm dia Clear water pumping main of PUB DATTA KUCHI PWSS As per APHE schedule of rates for the year of 2015-16 Sch no

Particulars

Unit

Qnty

cu.m.

9.00

RM

45.00

Each

1

RM Each Each Each Each Each

45.00 22 3 4 2 4

Each

2

Each Each Each

2 1 60

9.1.1 Earth work in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50 m lead and lift up to 1.5 m all complete including dewatering as directed including bailing out water where necessary.

(a)

1 x 15.00 m x 0.60m x 1.00m=9.00 Cu.M In ordinary soil

9.2.4 Labour charge for carrying laying and fixing G.I. pipes complete with G.I. fittings specials with jointing materials and supplying the jointing materials all complete as directed excluding trenching and refilling of earth (external work). 65 mm dia

9.6.4 Labour charge for carrying providing and fixing full way wheel valve of approved quality with supplying jointing materials all complete as directed. 65 mm dia

5.1 6.2.1 6.2.2 6.2.4 6.2.3 6.2.5 6.2.6

Cost of Materials 65 mm dia G.I pipe 65 mm dia G.I socket 65mm dia G.I union socket 65 mm dia G.I Bend 65 mm dia G.I Threaded Flange 65 mm dia G.I Elbow 80 mm x 65 mm G.I

6.2.21 65 mm dia (225 mm long) G.I Nipple 63 mm dia full way valve 2.3 Nuts & Bolts 65 mm dia

Reducing socket

2.2

3 mm rubber insertion sheet 65 mm dia

Each

35

ANNEXURE-11 Construction of 100 Cu.M Capacity OHR for PUB DATTAKUCHI PWSS with 16 m Staging APWD Item No

Item description

Unit

2

3

4

1.1

Quatti ty 6.00

EARTHWORK IN EXCAVATION Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Upto a depth of 2.00 m below the existing G.L.

(a)

In ordinary soil

(B)

Extra over item no.1.1(A) above for each 1m depth or part thereof beyond the initial depth of 2m

cu. m. cu. m.

121.68 60.84

1.2

Shuttering and shoring the earth at different levels in foundations where necessary with required prop, struts, planks, timbers, nails etc. including dewatering if necessary, complete as directed and specified (measurement to be taken in the face area timbered)

(A)

Upto a depth of 1.5 metre

(B)

Above 1.5 m upto 3.00 m depth

4.1.1

2.2.1

(I) (A)

(d)

91.26 91.26

Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.

(b).Brick on edge soling 2.1.1

sq. m. sq. m.

sq. m.

9.25

Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).

(a). In prop. 1:3: 6 (1 cement:3 coarse sand : 6 coarse agg. by volume (using mixture machine) Providing and laying plain/reinforced cement croncrete works cement with coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately)

Cu m

9.25

Using mixture machine In sub - structure up to plinth level Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.

N) Without using admixture, plasticiser M30 grade concrete

Cu m

40.26

(B)

Super-structure from plinth level upto 1st floor level.

(i)

Walls (thickness not less than 100mm) including attached pillasters, buttresses, plinth and string course etc.

(d)

N) Without using admixture, plasticiser M30 grade concrete

Cu m

Extra over item no.2.2.1(I) (B) above for each subsequent floor or part thereof above the 1st floor level. Ist lift 6.60m + 2nd lift 9.90m + 3rd lift 12.90m= (314.43x3) = 943.29 = (6855.86+943.29) (ii)

(d)

2.2.3

Cu m Cu m

14.55

Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing.

N) Without using admixture, plasticiser M30 grade concrete Up to Height 3.30 m Height from 3.30m to 6.60m Extra over item no.2.2.1(I) (B) above for each subsequent floor or part thereof above the 1st floor level. Ist lift 3.30m to 6.60m = 314.43+6945.94=7260.37

Cu m Cu m Cu m Cu m

Height from 6.60m to 9.90m Extra over item no.2.2.1(I) (B) above for each subsequent floor or part thereof above the 1st floor level. Ist lift 9.90m + 2nd lift 9.90m = (314.43x2) = 612.38+6945.94

13.02

13.02

Cu m Cu m

13.02

Cu m

22.08

Cu m

14.49

Height from 9.90m to 12.20m Extra over item no.2.2.1(I) (B) above for each subsequent floor or part thereof above the 1st floor level. 2nd lift 9.90m + 6945++942.00=7889.23

2nd

lift

12.20m

=

(314.43x3)

=942.00=

Height from 12.20m to 15.6m 3rd lift 12.20 m + 4th lift 15.6 m = (314.43x4) = 1256.00= (6945.94+1256.00)=8201.94

22.2.7

Extra for providing and mixing waterproofing Plastisizer Plastocrete Plus of Sika India Ltd /Dr. Sealkit LW Super (Asian Chemicals)/ RHEOMAC 730 of BASF @ 200gms per bag of cement in concrete for waterproofing as specified and directed by the Department complete at all levels.

(iii) 1 : 1 : 2 (1cement : 1coarse sand : 2aggregate) or M-25 grade. 3.1.1

Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:

3.1.1.1

Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.

(i) 3.1.1.3 (a) (i)

Using 38mm thick plank

Extra for each subsequent floor or part thereof above the First Floor level as mentioned in item no. 3.1.1 & 3.1.3(b).

Column height from 6.40m to 9.60m

sq. m. sq. m.

93.48 51.20

sq. m.

51.20

sq. m.

51.20

Extra for each subsequent floor or part thereof above the First Floor level as mentioned in item no. 3.1.1 & 3.1.3(b). Extra rate =( 23.19 X2)=46.38

Column height from 9.60m to 12.80m

3.1.4

89.88

Using 38mm thick plank

Column height from 3.20m to 6.40m

3.1.4

sq. m.

130.43

Columns, Pillars, Posts & Strut Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face

Column up to height 3.20m

3.1.4

Cu m

sq. m. sq. m.

51.20 51.20

Extra for each subsequent floor or part thereof above the First Floor level as mentioned in item no. 3.1.1 & 3.1.3(b). Extra rate =( 23.19 X3)=69.57 Column height from 12.80m to 16.0 m

sq. m. sq.

51.20 51.20

m. 3.1.4

Extra for each subsequent floor or part thereof above the First Floor level as mentioned in item no. 3.1.1 & 3.1.3(b). Extra rate =( 23.19 X4)= 92.76

Column height from 16.0m to 19.0 m

3.1.4

(a) (i)

For depth not exceeding 1.0M. Using 38mm thick plank I st breasing beam

3rd breasing beam

4 th breasing beam

sq. m. sq. m.

28.68 54.81

sq. m. sq. m.

54.81 54.81

sq. m. sq. m.

54.81 54.81

Extra for each subsequent floor or part thereof above the First Floor level as mentioned in item no. 3.1.1 & 3.1.3(b). Extra lift up to 3 nd Bracing beam=(Rs. 23.19x3) Rong beam

3.1.4

48.00

Extra for each subsequent floor or part thereof above the First Floor level as mentioned in item no. 3.1.1 & 3.1.3(b). Extra lift up to 3 nd Bracing beam=(Rs. 23.19x2)

3.1.4

sq. m.

Extra for each subsequent floor or part thereof above the First Floor level as mentioned in item no. 3.1.1 & 3.1.3(b). Extra lift up to 2 nd Bracing beam

3.1.4

48.00

Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties.

2 nd breasing beam 3.1.4

51.20

Extra for each subsequent floor or part thereof above the First Floor level as mentioned in item no. 3.1.1 & 3.1.3(b). Extra rate =( 23.19 X5)= 115.95

3.1.1.4

sq. m. sq. m.

sq. m. sq. m.

54.81 54.81

Extra for each subsequent floor or part thereof above the First Floor level as mentioned in item no. 3.1.1 & 3.1.3(b). Extra lift up to 3 nd Bracing beam (Rs. 23.19x4)

sq. m.

54.81

Top beam 3.1.4

(a) (i) 3.1.4

(i) 3.1.4

Floors etc. upto 200mm in thickness. Using 38mm thick plank

35.91

sq. m.

109.33

Extra for each subsequent floor or part thereof above the First Floor level as mentioned in item no. 3.1.1 & 3.1.3(b). sq. m.

109.33

Vertical surface such as walls (any thickness), parapet walls, partitions, walls of septic tank, inspection pit and the like including attached pilasters, butresses, plinth and string courses and the like.

Using 38mm thick plank

sq. m.

166.32

Extra for each subsequent floor or part thereof above the First Floor level as mentioned in item no. 3.1.1 & 3.1.3(b). Quantity from 2nd breasing beam to 3 rd Bresing beam =( 23.19 X3)=69.57

6.2.3

sq. m.

Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like.

Quantity from 2nd breasing beam to 3 rd Bresing beam =( 23.19 X3)=69.57 3.1.1.8

35.91

Extra for each subsequent floor or part thereof above the First Floor level as mentioned in item no. 3.1.1 & 3.1.3(b). Extra lift up to 3 nd Bracing beam (Rs. 23.19x5)

3.1.1.5

sq. m.

sq. m.

166.32

20 mm thick Cement plaster in two coats, on single or half brick walls for interior plastering up to 1st floor level including arises, internal rounded angles,chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth including curing complete as directed.

(b). In cement mortar 1:4 6.2.4

Extra over item no 6.2.1 to 6.2.3 for providing and mixing water proofing materials in cement mortar in prop as recommended by the manufacturer including curing complete as directed.

6.2.7

(b). In cement mortar 1:4

sq. m.

sq. m.

611.57

611.57

13.9.4

Finishing old/ new wall with water proofing weather coat smooth anti-fungal premium acrylic smooth exterior finish of Snowcryl XT brand of Snowcem India Ltd. of required shade after clering and clearing the surfaces etc. including scaffolding complete as directed at all levels (two coats).

d) Extra over item no. (b) and (c) above for every subsequent coat of water proofing cement paint of approved brand and manufactured. 18.1.1

sq. m.

472.97

sq. m.

472.97

qtl

176.86

qtl

88.39

sq. m.

83.93

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete (upto 1st floor level).

a) From primary producer : TATA/ SAIL/ Jindal steel/ Shyam steel/RINL

18.1.2

19.2

(i) TMT corrosion resistant steel (CRS) Extra over Item 18.1.1 (a,b,c) for each subsequent floor or part thereof above first floor level. Providing plinth protection with bricks flat laid in cement mortar 1: 4 and finished with 15mm thick cement plaster in prop. 1:2 with a floating coat of neat cement finish.

10.2 Providing, fitting and fixing M.S. grill of requiredpattern for windows/ clerestory windows/ openingwith M.S. flats at required spacing in frame all round, squre or round M.S. bars with round headed bolts and nuts or screws. II Ornamental grill (c). Fixed to Brickwork/P.C.C/R.C.C.

18.6 18.6.1

a) M. S. Angles…….

6.3.15

Kg

170.09

ANGLES/ FLATS/ BOLTS AND NUTS Supplying fitting and fixing M.S.angles, M.S. flat, M.S. bolts and nuts including painting with red lead paint one coat complete as directed. qtl

13.52

Eac

1.00

CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING 150 mm dia Sluice Valve

100 mm dia Sluice Valve

6.3.8

h Eac h

1.00

Eac h

1.00

CAST IRON NON-RETURN VALVE FLANGED TYPE (ZOLOTO or Equivalent) Conforming to IS:5312:1984 Part-I Swing type with Natural Rubber Flap, Flanges Drilled to IS:1538 PN-1.0

100mm dia 6.3.12 C.I. Double Air Release Valve as per IS : 14845/2000 100mm dia 150mm dia

Eac h Eac h

1.00 1.00

9.6.1 Labour charge for carrying, placing in position, fitting and fixing C.I. sluice valve (with wheel & cap) C.I. reflex valve complete with supplying bolts and nuts, 3 mm thick rubber insertion sheet etc. (the tail pieces if required will be paid separately) all complete as directed (one valve and two flanged joints).

100 mm dia 150 mm dia Analysis

Analysis

Eac h Eac h

2.00 1.00

Construction of brick masonary valve chamber with 23 cm 1 st class brick in prop. 1:4 finished with 10 mm thick cement plastering prop. 1 :4 inside wall in floor including necessary earth work in excavation and refilling the sides of the same after completion of brick work. The size of chamber 60cm x 60cm x 120 cm inside with a RCC cover slab in 10 tor T.S @150 mm c/c both ways binding with black wire. Brick flat soling with 1:3:6 in the base of chamber complete as per specification and drawing approved by the Deptt.

Eac h

3.00

Job

3649.2 1

Providing bamboo scaffolding wirth Jati and Bhaluka Bamboo adequately strengthened to withstand the weight of the structure and live load at different stages of work including cost of ropes, planks, nails etc all complete.

PHE

Supply, erection, jointing, testing & commi- ssioning of different dia. G.I. pipe e.s in inlet, Delivery, Overflow and Wash Pipes for the ESR with all nuts, bolts, gaskets and painting etc. all complete as directed and specified.

a) In CWPM (Inlet Pipe) b) Delivery Pipe 150 mm dia. G.I Pipe @ Rs 1381.70 + 25% cost oflabour=Rs1727.10 c) Overflow & Backwash pipe Pipe 150 mm dia. G.I Pipe @ Rs 1381.70 + 25% cost oflabour=Rs1727.10 D) Waste water pipe 100 mm dia. D.I Pipe @ Rs 888.90 + 25% cost of labour=Rs 1111.10

6.2.5

Materials 150 mm dia G.I Elbow 100 mm dia G.I Elbow

6.2.4

150 mm dia GI Bend 100 mm dia G.I Bend

6.2.1

150 mm dia G.I Socket 100 mm dia G.I Socket

6.2.3

150 mm dia G.I Flange 100 mm dia G.I Flange

19.5

20.50

RM

19.50

RM

30.50

Eac h Eac h Eac h Eac h Eac h Eac h Eac h Eac h

6.00 2.00 4.00 2.00 8.00 4.00 8.00 4.00

Providing drain with brick work in cement mortar in proportion 1:5 with half brick thick side walls and 100mm thick C.C (1:3:6) base over one brick flat soling including 15mm thick cement plastering in prop. 1:3 finished with a floating coat of cement slurry as directed with necessary shttering for sides and earth work in excavation of foundation trenches and refilling the sides after completion of work etc. as specified.

ii). 300mm wide and average 250mm deep with bed slope 1 in 150 with initial depth of 100mm. 1.46(sa ni)

RM

Providing fitting and fixing 450 mm dia . 90 mm thick C.I Man hole cover and frame of 58 kg. weight complete as directed and specified.

r.m.

42.269 8

Eac h

1.00

CPHE Approved CPHE Approved CPHE Approved CPHE Approved

Providing, supplying and placing of GI water stopper in RCC wall, base slab, cover slab, central shaft etc. of water retaining structureto be made out of G.I. plain sheet not thinner than 22 SWg and of size 300 mm wide, all complete as directed and specified. (for the Cascade type Aerator, it is to be provided at the junction of the deck slab and the gutter wall.) Supplying, fitting and fixing of 80 mm. dia.G.I. (M) air vent pipe in under ground sump,of length 450 mm. and with flanges at bothends, one being embedded in concrete and theother fixed with mosquito proof wire mesh (the wire mesh being facing the floor of the sump) with necessary nuts & bolts etc., all complete as directed and specified.

Float operated water level indicator for the reservor having the range of 0-50 m3 with least count of 5 m3 complete with float , scale , pully , nylon chord, M.S frame etc. and including calibration of the scale, all complete as directed.

Supplying fitting and fixing of lightening aerestor system at roof of the reservoir including conductor strip and 2 nos plate earth station etc. complete as directed and specified.

-------------------------------

RM

100.80

Eac h

1.00

Eac h

1.00

Eac h

1.00

ANNEXURE-12A Nme of work= Laying of distribution network of PUB DATTA KUCHIPWSS Sch no

Item Of work

Unit

Quantit y

Cu M

3495.00

,, ,, ,,

4680.00 745.00 1565.00

RM RM RM RM

20.00 26.00 30.00 30.00

9.1.1 Earth work in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50 m lead and lift up to 1.5 m all complete including dewatering as directed including bailing out water where necessary. (a) Ordinary soil For pipeline

9.2.7 Labour charge for carrying and laying in position in trenches P.V.C/ pipes with specials in lines and level including cutting the pipes where necessary and providing joints to pipes and specials with jointing materials such as cement lubricant after roughening the surfaces including the cost of jointing materials and testing the joints all complete as directed

75 mm dia 90 mm dia 110mm dia

9.2.4 Labour charge for carrying laying and fixing G.I. pipes complete with G.I. fittings specials with jointing materials and supplying the jointing materials all complete as directed excluding trenching and refilling of earth (external work). 100mm dia 80mm dia 65mm dia 50mm dia

Analysi s

Construction of brick masonary valve chamber with 23 cm 1 st class brick in prop. 1:4 finished with 10 mm thick cement plastering prop. 1 :4 inside wall in floor including necessary earth work in excavation and refilling the sides of the same after completion of brick work. The size of chamber 60cm x 60cm x 120 cm inside with a RCC cover slab in 10 tor T.S @150 mm c/c both ways binding with black wire. Brick flat soling with 1:3:6 in the base of chamber complete as per specification and drawing approved by the Deptt.

Each

11

Each Each

6 3

Each

2

Each

4

9.6.1 Labour charge for carrying, placing in position, fitting and fixing C.I. sluice valve (with wheel & cap) C.I. reflex valve complete with supplying bolts and nuts, 3 mm thick rubber insertion sheet etc. (the tail pieces if required will be paid separately) all complete as directed (one valve and two flanged joints). 80 mm dia 100 mm dia

9.6.6 Labour charge for carrying, fitting and fixing C.I. double air valve complete with supplying bolts, nuts 3 mm thick rubber insertion etc. all complete as directed. a) 80 mm dia

9.13.1 Construction of platform of hydrant pillar with average 60 mm thick cement concrete in proportion 1:2:4 of size 1.45 m x 1.45 m (outside to outside) ...... plastering in proportion 1:3 to exposed surface, finished with neat cement and curing complete as per approved drawing of CPHE 08/05 including necessary earthwork and refilling after completion of work as specified and directed.

9.13.2

Construction of R.C.C. hydrant pillar of size 13 cm x 13 cm x 165 cm high (75 cm below G.L. & 90 cm above G.L.) in prop. 1:2:4 reinforced with 4 Nos. of 10 mm dia HYSD bars and 6 mm dia MS tie bars @ 150 mm C/C including cutting, bending and placing in position and binding with ....cement plastering in prop. 1:4 to exposed surface finished with neat cement coat as per approved drawing of CPHE 08/05 including necessary earthwork etc. all complete as directed. (Hydrant pillar is to be constructed along with the platform at a time where it is necessary)

7.3.1

Each

3

Metre

6.0

Construction of drain with cement concrete works in proportion 1:2:4 in slope 1:50 with a base layer of concrete of proportion 1:4:8 as per respective approved drawings including necessary earth work and refilling after completion of work all complete as directed.

Total Length= 4 nos x 1.50m=33.00

ANNEXURE-12B Brick masonary valve chamber inside clear area 900 mm x 900 mm x 1250 mm including precast slab over the chamber Sch no 1.1

(a) 4.1.1

Particulars

Qnty= 1 x 1.55m x 1.55 m x 1.40m =3.66cum In ordinary soil

cu.m .

3.36

sq.m .

2.40

Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.

Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).

Qnty= 1 x 1.55m x 1.55 m x 0.10m =0.24cum (b). In prop. 1:4:8 (1 cement:4 coarse sand : 8 coarse agg. by volume (using mixture machine) 4.1.4

Qnt y

Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Upto a depth of 2.00 m below the existing G.L.

Qnty= 1 x 1.55m x 1.55 m =2.40 Sqm (a).Brick on flat soling. 2.1.1

Unit

Brick work in cement morter with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed

Cum

0.24 0

(I) In sub-structure up to plinth level including dewatering if necessary Qnty= 1 x 2 x 1.40 x 0.25 x 1.15 =0.81 Cum 1 x 2 x 0.90 x 0.25 x 1.15 =0.52 Cum 1 x 2 x 1.40 x 0.112 x 0.10 =0.03 Cum 1 x 2 x 0.90 x 0.112 x 0.10 =0.02 Cum Total=1.38 Cum (c). In proportion 1:5. 6.2.2

cu.m .

1.38

15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed.

A) On rough side

Qnty= For inside plastering 1 x 4 x 0.90 x 1.25 = 4.50 Sqm (b). In cement mortar 1:4

sq.m .

4.50

sq.m .

0.84

sq.m .

1.25

B) On fair side

Qnty For outside plastering 1 x 4 x 1.40 x 0.15 = 0.84 Sqm (b). In cement mortar 1:4 25.1 2

Providing precast R.C.C slab over drain ,septic tank etc. in prop. 1:2:4 reinforced with 10mm M.S. bar @ 150mm centre both ways tying with 20 gauge black annealed wire with necessary shuttering , curing etc. complete including fixing in position as directed.

1 x 1 x 1.12 x 1.12 = 1.25 Sqm b) 100 mm thick slab

ANNEXURE-12C MATERIALS REQUIRED FOR THE DISTRIBUTION NETWORK As per CPHE schedule of rates for the year 2015-16 Sl No 5.4

Particulars of materials

6.1.1

6.1.2

6.1.2

6.1.14

6.1.15

6.1.16

6.1.10

Qty

R.M R.M R.M

1565.00

PVC Pipe 110 mm dia P.V.C pipe 90 mm dia P.V.C pipe 75 mm dia P.V.C pipe G.I.Pipe

5.1

Unit

G.I. Pipes (Medium Class) 50 mm dia 65 mm dia 80 mm dia 100 mm dia UP.V.C Coupler ( Socket ) 110 mm dia 90 mm dia 75 mm dia UPVC Male Threaded Adaptor 110 mm dia 90 mm dia 75 mm dia UPVC Female Threaded Adaptor 110 mm dia 90 mm dia 75 mm dia UP.V.C. reducing Tee 110 mm x 90 mm dia 110 mm x 75 mm dia 90 mm x 75 mm dia UP.V.C. reducing Bush 110 mm x 90 mm dia 110 mm x 75 mm dia 90 mm x 75 mm dia UP.V.C. reducing Socket 110 mm x 90 mm dia 110 mm x 75 mm dia 90 mm x 75 mm dia UP.V.C tailpiece 110 mm dia

745.00 4680.00

R.M R.M R.M R.M

30.00 30.00 26.00 20.00

Each Each Each

261 124 780

Each Each Each

3 6 7

Each Each Each

3 6 7

Each Each Each

3 3 4

Each Each Each

3 2 4

Each Each Each

5 4 5

Each

3

6.1.12

6.1.18

6.1.4

6.1.15

K

6.1.11

6.2.2

6.2.3

6.2.4

6.2.5

90 mm dia 75 mm dia U.P.V.C Bend (90)" 110 mm dia 90 mm dia 75 mm dia U.P.V.C End cap threaded 110 mm dia 90 mm dia 75 mm dia UP.V.C Elbow 110 mm dia 90 mm dia 75 mm dia UP.V.C equal tee 110 mm dia 90 mm dia 75 mm dia UP.V.C Flange 110 mm dia 90 mm dia 75 mm dia 63 mm dia G.I Socket 100 mm dia 80 mm dia 65 mm dia 50 mm dia G.I Union Socket 80 mm dia 65 mm dia 50 mm dia G.I Threaded flange 100 mm dia 80 mm dia 65 mm dia 50 mm dia G.I Bend 100 mm dia 80 mm dia 65 mm dia 50 mm dia G.I Elbow

Each Each

6 7

Each Each Each

22 30 39

Each Each Each

5 5 6

Each Each Each

20 25 38

Each Each Each

2 2 3

Each Each Each Each

3 3 5 5

Each Each Each Each

5 6 7 7

Each Each Each

7 8 10

Each Each Each Each

6 8 11 12

Each Each Each Each

12 15 18 22

100 mm dia 80 mm dia 65 mm dia 50 mm dia 6.2.6 G.I Reducing Socket 100 X 80 mm dia 80 X 65 mm dia 65 X 50 mm dia 6.2.18 G.I Nipple 150 mm long 100 mm dia 80 mm dia 65 mm dia 50 mm dia 6.2.21 G.I Nipple 225 mm long 100 mm dia 80 mm dia 65 mm dia 50 mm dia 6.3.15 C.I D.F sluice valve 100 mm dia 80 mm dia 6.3.12 80 mm dia double A/Release Valve

2.2

Each Each Each Each

5 6 6 10

Each Each Each

2 6 6

Each Each Each Each

5 3 3 5

Each Each Each Each

6 6 7 7

Each Each Each

3 6 2

Each Each

23 24

Each Each Each Each Each Each

44 43

Each

10

3 mm thick rubber insertion (For 35(N)) 100 mm dia 80 mm dia

2.3

Bolts & Nuts (For 35(N))

6.1.9

100 mm dia 80 mm dia UPVC Service Saddle Piece

90 mm dia 75 mm dia 63 mm dia 6.3.4 Bronze Ferrule Cock (Medium) (Zoloto or Equivalent) 15 mm dia

8 15 20

ANNEXURE-12D Road crossing by horizontal boringof Distribution pipe network of PUB DATTA KUCHI PWSS Rate as per APHE SOR 2015-16 Sl No

Item of Works

Unit

Quantity

RM

9.5

i) 150 mm dia G.I pipe for casing

RM

9.5

ii) Bhaluka Bamboo

Each

3

iii) Coconut Rope

Kg

4

iv) Tools & Plants

L/S

L/S

Cost Of Labour

10.5.1 Labour charge for making bore hole horizontally across road or embankment for crossing distribution pipe line including fitting fixing of G.I. casing pipe of required dia excluding the cost of pipe all complete as directed by the deptt. 150 mm dia A.Cost of Materials 5.1 2.1 2.1

Total Nos of Road Crossing=8nos.

ANNEXURE-12E Construction of R.C.C.supporting pillar at low laying area of Distribution network of PUB DATTA KUCHI PWSS. As per A.P. W.D (build) schedule of rates for the year 2013-14 Sch no 1.1

Description of Item

Unit

Quantity

Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Upto a depth of 2.00 m below the existing G.L.

(a) 1.2

In ordinary soil Shuttering and shoring the earth at different levels in foundations where necessary with required prop, struts, planks, timbers, nails etc. including dewatering if necessary, complete as directed and specified (measurement to be taken in the face area timbered)

cu.m.

9.72

(A) 2.1.1

Upto a depth of 1.5 metre Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).

sq.m.

36.00

Cum

0.61

sq.m.

8.10

(a). In prop. 1:3: 6 (1 cement:3 coarse sand : 6 coarse agg. by volume (using mixture machine) 4.1.1

Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (a).Brick on flat soling.

18.1.1

b)

3.1.1

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete (upto 1st floor level).

a) From primary producer : TATA/ SAIL/ Jindal steel/ Shyam steel/RINL (i) TMT corrosion resistant steel (CRS) Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:

qtl

2.99

sq.m.

29.00

M25 grade concrete 10 mm thick Cement plaster in single coat on fair side of brick/concrete walls for interior plastering up to 1st floor level including arises or rounded angles not exceeding 80mm girth and finished even and smooth including curing complete as directed.

Cum

2.14

(b). In cement mortar 1:4

sq.m.

18.41

3.1.1.1 Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (i) 2.2.1

Using 38mm thick plank Providing and laying plain/reinforced cement croncrete works cement with coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately)

(I) (A)

Using mixture machine In sub - structure up to plinth level Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.

6.2.1

ANNEXURE-13 Name of work- Construction of Raw water Pump House cum Duty room PUB DATTA KUCHIP.W.S.S As per A.P. W.D (build) schedule of rates for the year 2013-14 Sch No 1.1

(a) 2.1.1

Description of Item

Quantity

cu.m.

1.62

Cum

0.32

sq.m.

10.44

Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Upto a depth of 2.00 m below the existing G.L.

In ordinary soil Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).

(a). In prop. 1:3: 6 (1 cement:3 coarse sand : 6 coarse agg. by volume (using mixture machine) 4.1.1

Unit

Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.

(a).Brick on flat soling.

18.1.1

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete (upto 1st floor level).

a) From primary producer : TATA/ SAIL/ Jindal steel/ Shyam steel/RINL (i) TMT corrosion resistant steel (CRS) c) ISI approved mild steel reinforcement bar (M.S. Bar) Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:

qtl qtl

3.94

Using 25mm thick plank Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face

sq.m.

5.40

(ii) Using 25mm thick plank 3.1.1.5 Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like.

sq.m.

10.26

sq.m.

26.76

3.1.1

0.86

3.1.1.1 Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (ii) (a)

(a) (ii) 2.1.3

Floors etc. upto 200mm in thickness. Using 25mm thick plank Providing and laying 25mm thick damp proof course with cement concrete in prop 1:1.5:3 with graded stone agg. of 10mm down nominal size including providing approved damp proof admixture in proportion as recommended by the manufacturer including curing etc. complete as directed.

Sqm

2.16

2.2.1

Providing and laying plain/reinforced cement croncrete works cement with coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately)

(I) (A)

Using mixture machine In sub - structure up to plinth level Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.

P) Using admixture, plasticiser etc for air entraining, water reducing purposes including addition of agent for changing normal setting time of concrete as required. (b) (B)

M20 grade concret or Prop. 1:1.5:3 Super-structure from plinth level upto 1st floor level.

(ii)

Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing.

(b) 18.3.1

P) Using admixture, plasticiser etc M20 grade concret or Prop. 1:1.5:3 Providing fitting, hoisting and fixing of roof trusses including purlins fabricated out of M.S. circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed.

a) TATA make Circular hollow section - CHS of grade YST-310 conforming to I:S Specification : 1161-1998

Cum

0.65

Cum

2.19

qtl

3.43

8.1.35

8.1.35

8.1.36

9.4.1

5.1.10

4.1.4

Providing Pre Painted Galvalume Sheet Roofing (PPGL) at all levels including fitting and fixing self drilling, self tapping screws complete (Roof trusses, purlins etc. to be measured and paid separately.) .TATA Blue scope/Dyna roof / Wonder Roof or equivalent as directed by the Deptt.

(iv) 0.55 mm thick Providing Pre Painted Galvalume Sheet Roofing (PPGL) at all levels including fitting and fixing self drilling, self tapping screws complete (Roof trusses, purlins etc. to be measured and paid separately.) .TATA Blue scope/Dyna roof / Wonder Roof or equivalent as directed by the Deptt.

sq.m.

21.86

(iv) 0.55 mm thick Providing Pre Painted Galvalume Sheet (PPGL) accessories ( Ridges / Valley / Gutter / Flashing) at all levels including fitting and fixing self drilling, self tapping screws complete.TATA Blue scope/Dyna roof / Wonder Roof or equivalent as directed by the Deptt.

sq.m.

21.86

(iv) 0.55 mm thick Providing barge board of size 200mm x 20mm with 1st class local Hollock/ Bonsum timber including fitting and fixing with necessary wood screws etc. complete.

RM

13.3

r.m.

26.40

sq.m.

2.20

cu.m.

2.15

Cement plaster skirting with cement mortar in prop. 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement including rounding of junctions with floor. (a) 15 mm thick Brick work in cement morter with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed (I) In sub-structure up to plinth level including dewatering if necessary

4.1.8

(b). In proportion 1:4. 1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paid separately)

(A) 112 mm thick brick wall (a). In cement mortar in proportion 1:4 5.1.8

9.1.2

6.2.1

10.2

(1 cement:4 sand)

sq.m.

30.51

sq.m.

15.60

(b). With 1st class timber (Hollock/ Sundi) 10 mm thick Cement plaster in single coat on fair side of brick/concrete walls for interior plastering up to 1st floor level including arises or rounded angles not exceeding 80mm girth and finished even and smooth including curing complete as directed.

cu.m.

0.11

(b). In cement mortar 1:4 Providing, fitting and fixing M.S. grill of requiredpattern for windows/ clerestory windows/ openingwith M.S. flats at required spacing in frame all round, squre or round M.S. bars with round headed bolts and nuts or screws.

sq.m.

97.26

kg

36.00

Providing and laying 65mm thick C.C. floor with metallic concrete hardener topping under layer of 50 mm thick cement concrete 1:2:4 (1cement:2 coarse sand:4 coarse aggregate of 20 mm and down) and top layer of 15mm thick of metallic cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 stone aggregate 6 mm and down) by volume with which metallic hardening compound of approved quality is mixed in the ratio of 4:1 (4 parts of cement: 1 part of metallic floor hardening compound of approved quality by weight) including finishing with curing complete as directed.

Providing wood work in frame (chowk aths) of doors, windows, clerestory windows and other similar works wrought, framed and fixed in position in contact with C.C or brick masonry wall including supplying, fitting and fixing with M.S. hold fast (40mmx3mmx250mm) as per design embeded in cement concrete block in proportion 1:2:4 and with two coats of kiricide oiling to the timber faces in contact with C.C and masonry as directed and specified.

I . Plain grill (a). Fixed to wooden frames

9.9.5

13.6.3

13.6.5

Providing fitting and fixing 1st class local wood battened and framed door and window shutters including oxidised iron butt hinges (100mmx 58mmx 1.90mm) 6 nos with necessay screws. (a) Using Bonsum / Holock wood Applying priming coat over new wood and wood based surfaces over 100mm in girth/width after and including preparing the surface by throughly cleaning oil, grease, dirt snd other foreign matter , sand papering and knotting.

sq.m.

4.71

(b). With ready mixed paint , wood primer (white). Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matter sand papering and stopping.

sq.m.

26.29

sq.m.

26.29

sq.m.

4.80

sq.m.

4.80

(i).Surfaces over 100mm in width or girth. a). General purpose (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). 13.7.2 Applying primary coat over new steel and other metal surface over 100m in width or girth after preparing the surface by throughly cleaning oil,grease, dirt and other foreign matter and scoured with wire brushes, fine steels, wood scrapers and sand paper.

a). With ready mixed "red-lead/ red oxide" primer. 13.7.4

Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint of approved brand and manufacture(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surface of all dirt, dust and other foreign matter.

(i).Surfaces over 100mm in width or girth. a). General purpose (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac).

13.2.2

15.1.1

f) Distempering with dry distemper of approved brand and manufacture(two coats)and of required shade on new wall surface to give an even shade, over and including priming coat of white primer after throughly brushing the surface free from mortar dropings and other foreign matter and including preparing surface even and sand papered smooth.

sq.m.

97.26

each

1

each

6

each

4

each

4

Supplying, fitting, fixing electrocoloured iron fittings of approved make, resonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for wood screws including necessary screws etc. complete.

a) Sliding door bolt

ii) 250mm x 16mm b) Cast iron stove enamelled black door handle

iii) 150mm c) Tower bolt

iv) 150mm x 10mm e) M.S Gate shutter hook and eye

ii) 100mm

ANNEXURE-14 Name of work- Construction of Accomodation for operating staff of PUB DATTA KUCHIWater supply Scheme As per A.P. W.D (build) schedule of rates for the year 2013-14 Sch no

Item of work

1.1

Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Upto a depth of 2.00 m below the existing G.L.

(a) 2.1.1

In ordinary soil Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).

(a). In prop. 1:3: 6 (1 cement:3 coarse sand : 6 coarse agg. by volume (using mixture machine) 4.1.1

18.1.1

Unit

Quantity

cu.m.

3.83

Cum

1.88

sq.m.

48.62

Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (a).Brick on flat soling. Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete (upto 1st floor level).

a) From primary producer : TATA/ SAIL/ Jindal steel/ Shyam steel/RINL (i) TMT corrosion resistant steel (CRS)

qtl

7.98

c) 2.1.3

3.1.1

c) ISI approved mild steel reinforcement bar (M.S. Bar) Providing and laying 25mm thick damp proof course with cement concrete in prop 1:1.5:3 with graded stone agg. of 10mm down nominal size including providing approved damp proof admixture in proportion as recommended by the manufacturer including curing etc. complete as directed.

qtl

1.48

Sqm

10.45

Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:

3.1.1.1 Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (ii) Using 25mm thick plank 3.1.1.3 Columns, Pillars, Posts & Strut (a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face

sq.m.

32.28

(ii) Using 25mm thick plank 3.1.1.5 Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like.

sq.m.

25.62

sq.m.

33.18

(ii) 2.2.1

Using 25mm thick plank Providing and laying plain/reinforced cement croncrete works cement with coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately)

(I) (A)

Using mixture machine In sub - structure up to plinth level Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.

(b)

N) Without using admixture, plasticiser M20 grade concret or Prop. 1:1.5:3

Cum

2.9505

(ii)

(b) 4.1.4

Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing.

N) Without using admixture, plasticiser M20 grade concret or Prop. 1:1.5:3 Brick work in cement morter with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed

Cum

2.6717275

(I) In sub-structure up to plinth level including dewatering if necessary

4.1.9

4.1.10

6.2.1

6.2.2

(b). In proportion 1:4. 112 mm thick reinforced brick wall in prop 1:5 reinforced with two lines of M.S rod/ Tor steel as specified embeded in 38 mm thick concrete course in prop.1:2:4 with coarse agg. 12mm down at every fourth courses embeded with protruding rod in column including curing etc.complete as directed ( M.S rod/Tor steel shall be measured and paid separately) in super structure above plinth up to 1st floor level.

cu.m.

8.47

sq.m.

96.36

sq.m.

3.12

sq.m.

82.24

75 mm thick reinforced brick wall in prop 1:5 reinforced with one line of M.S rod/ Tor steel as specified embeded in 28 mm thick concrete course in prop.1:2:4 with coarse agg. 12mm down at every third course embedded with protruding rod in column complete as directed (M.S rod / Tor steel shall be measured and paid separately) in super structure up to 1st floor level.

10 mm thick Cement plaster in single coat on fair side of brick/concrete walls for interior plastering up to 1st floor level including arises or rounded angles not exceeding 80mm girth and finished even and smooth including curing complete as directed.

(b). In cement mortar 1:4 15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed.

A) On rough side

5.1.4

5.1.10

18.3.2

9.4.1

9.9.1

(b). In cement mortar 1:4 65 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 25mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of size 10mm down) laid in panels and finished with a floating coat of neat cement finish (using cement slurry for bond @ 2.75 kg. per square metre of floor area) including curing etc. complete as directed.

sq.m.

133.53

sq.m.

29.25

sq.m.

17.83

a)Using TATA makeRHS/SHS of gade 310 conforming to I:S Specification : 4923:1997

qtl

7.87

Providing barge board of size 200mm x 20mm with 1st class local Hollock/ Bonsum timber including fitting and fixing with necessary wood screws etc. complete.

r.m.

18.80

Cement plaster skirting with cement mortar in prop. 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement including rounding of junctions with floor. (b) 20 mm thick Providing welding, fitting, fixing, hoisting and fixing of roof trusses with purlin, bottom runner etc. fabricated out of a combination of two or all of the following sections: (i) square sections (ii) rectangular hollow section of specification SHS/RHS and including purlins, bottom runners and providing MS cleat, MS angle base plank, bolts and nuts with red oxide Zinc Chromate primer including fitting bottom runner and cleat etc. for fixing ceilling joist as per design complete as directed as per specifications.

Providing fitting and fixing 1/3 panelled 2/3 glazed wooden shutters for doors/windows including oxidised iron butt hinges (100mm x75 mm x3.55 mm) with necessay screws (other things to be measured and paid separately including glass panes) A).With Teak wood / Sissu wood. B.(iii). 30 mm thick.

sq.m.

7.02

9.9.9

16.1

Providing, fitting and fixing fully glazed clerestory window and fan light including fitting and fixing 2 M.S pivot hinges (75mm x 20mm x 3mm), eye hook and nylon chord complete (glass panes shall be measured and paid separately).

A).With Teak wood / Sissu wood. (iii).30mm thick Providing and fixing clear sheet glass beded in putty and fixed with/without wooden bidding including necessary cutting and glass to be required sized(payment for wooden bead shall be made separately)

sq.m.

9.20

sq.m.

3.03

(2). Area of glass panes exceeding 0.15m2 but not exceeding 0.52m2. 7.4.1

8.1.35

1.3

( c)

(b). 4.00mm thick. Supplying, fitting and fixing ceiling tiles of 10mm thick made from Duratuff medium density fibre board in size 1200mm x 1200mm x 10mm with Sal wood timber frame (to be measured and paid separately)leaving an expansion gap of 3mm with necessary nails, screws etc. including 1st class local wood (Hollock /Bonsum / Sundi etc.)beading of size 50mm x 12mm complete as directed and specified.

sq.m.

43.56

sq.m.

72.79

cu.m.

29.70

Providing Pre Painted Galvalume Sheet Roofing (PPGL) at all levels including fitting and fixing self drilling, self tapping screws complete (Roof trusses, purlins etc. to be measured and paid separately.) .TATA Blue scope/Dyna roof / Wonder Roof or equivalent as directed by the Deptt.

(iv) 0.55 mm thick Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary.

With river sand or silt (predominently non plastic) by truck carriage including loading to the site of work

13.2.2

13.6.3

f) Distempering with dry distemper of approved brand and manufacture(two coats)and of required shade on new wall surface to give an even shade, over and including priming coat of white primer after throughly brushing the surface free from mortar dropings and other foreign matter and including preparing surface even and sand papered smooth.

163.06

sq.m.

65.90

sq.m.

65.90

sq.m.

17.50

Applying priming coat over new wood and wood based surfaces over 100mm in girth/width after and including preparing the surface by throughly cleaning oil, grease, dirt snd other foreign matter , sand papering and knotting.

(a). With ready mixed paint , Wood primer (pink) 13.6.5

sq.m.

Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matter sand papering and stopping.

(i).Surfaces over 100mm in width or girth. a). General purpose (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). 13.7.2 Applying primary coat over new steel and other metal surface over 100m in width or girth after preparing the surface by throughly cleaning oil,grease, dirt and other foreign matter and scoured with wire brushes, fine steels, wood scrapers and sand paper.

13.7.4

a). With ready mixed "red-lead/ red oxide" primer. Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint of approved brand and manufacture(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surface of all dirt, dust and other foreign matter.

(i).Surfaces over 100mm in width or girth. b). High gloss (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac).

sq.m.

17.50

15.1.1

Supplying, fitting, fixing electrocoloured iron fittings of approved make, resonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for wood screws including necessary screws etc. complete.

a) Sliding door bolt

ii) 250mm x 16mm

each

3

each

8

each

14

b) Door handle

iii) 150mm c) Tower bolt

iv) 150mm x 10mm

ANNEXURE-15 CONSTRUCTION OF ASEB's 25 KVA S/S WITH 11 KVA LINE FOR PROVIDING SERVICE CONNECTION AT (INTAKE POINT) OF PUB DATTA KUCHI PWSS On the basis of ASEB's approved rate Sl No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22

Description of Item 25 KVA Transformer PSC POLE- 9.75 MTR 11 KV Disc-45 KN 11 KV Diisc H/W fitting 11 KV 'T' crossam 11 KV pin insulator 11 KV GI pin M.S Channel 100 x 50 x 6 x 2200 m Rabit conductor H T Stay set 11 Guy insulator Stay wire 7/10 SWG 11 KV D.O 150 A 11 KV L.A C.I earth pipe Nuts & Bolts (Assortied) G.I wire (6 swg) By Matellic Cable Conductor Metre Cabinet XLPE Cable Main Switch 100(ARC) Cut out 100 amp

Unit No No No Set No No No No Mtrs Set No Kg Set Set No Kg Kg No No Mtrs No No

Qnty 1 6 5 7 9 8 6 5 35 10 15 56 1 1 1 105 30 2 1 900 1 2

(a) Cost of Materials (b) Storage & Carriage 5% on (a) ( c) Contigency 3% on (a) (d) Labour Charge 25% on (a) Pole Grouting Sub station fencing

Each Each

6 1

ANNEXURE-16 CONSTRUCTION OF ASEB's 25 KVA S/S WITH 11 KVA LINE FOR PROVIDING SERVICE CONNECTION AT (T.P SITE) OF PUB DATTA KUCHI PWSS On the basis of ASEB's approved rate Sl No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22

Description of Item 25 KVA Transformer PSC POLE- 9.75 MTR 11 KV Disc-45 KN 11 KV Diisc H/W fitting 11 KV 'T' crossam 11 KV pin insulator 11 KV GI pin M.S Channel 100 x 50 x 6 x 2200 m Rabit conductor H T Stay set 11 Guy insulator Stay wire 7/10 SWG 11 KV D.O 150 A 11 KV L.A C.I earth pipe Nuts & Bolts (Assortied) G.I wire (6 swg) By Matellic Cable Conductor Metre Cabinet XLPE Cable Main Switch 100(ARC) Cut out 100 amp

Unit No No No Set No No No No Mtrs Set No Kg Set Set No Kg Kg No No Mtrs No No

Qnty 1 3 2 3 6 8 5 3 30 15 15 42 1 1 2 20 13 5 1 750 1 6

(a) Cost of Materials (b) Storage & Carriage 5% on (a) ( c) Contigency 3% on (a) (d) Labour Charge 25% on (a) Pole Grouting Sub station fencing

Each Each

3 1

ANNEXURE-17 Name of Work:- Site Development of PUB DATTA KUCHI PWSS. As per the APWD SOR (Bldg) for the year 2013-14 Sch no 1.4

Item of work

Unit

Qnty

cu.m.

411.12

Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantityetc. complete as directed and specified, including forest royality within a distance of 8.00Km. (Forest royality shall be reimbrushed on production of necessary certificate from the forest authority duly countersigned by D.F.O. concerned).

ii) Other than Guwahati municipality area. Qnty=30.00m x30.00m x0.4568m =411.12um

ANNEXURE-18 Name of Work= Construction of compound fencing around the T.P site of PUB DATTA KUCHIPWSS. As per the APWD SOR (Bldg) for the year 2013-14 Sch no 1

(a) 4.1.1

Item of work

Qnty

cu.m .

8.42

Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity ........ ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Upto a depth of 2.00 m below the existing G.L.

In ordinary soil Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.

(a).Brick on flat soling. 2.1.1

Unit

sq.m .

10.79

Cum

0.81

Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).

(a). In prop. 1:3: 6 (1 cement:3 coarse sand : 6 coarse agg. by volume (using mixture machine)

18.1. 1

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete (upto 1st floor level).

a) From primary producer : TATA/ SAIL/ Jindal steel/ Shyam steel/RINL

c)

(i) TMT corrosion resistant steel (CRS) c) ISI approved mild steel reinforcement bar (M.S. Bar)

3.1.1

Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:

3.1.1. 1

Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.

(ii) 3.1.1. 2

Using 38 mm thick plank

Using 38mm thick plank

(a)

Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face Using 38mm thick plank

2.2.1

(I) (A)

sq.m .

17.27

sq.m .

48.00

sq.m .

28.11

Sides of tie beams, grade beams etc. at or below ground level.

(i)

(i)

qtl

7.93 1.94

qtl

Providing and laying plain/reinforced cement croncrete works cement with coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately)

Using mixture machine In sub - structure up to plinth level

Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.

(b)

(ii)

(a) 4.1.4

N) Without using admixture, plasticiser M20 grade concret or Prop. 1:1.5:3 B) In superstructure from plinth level up to Ist floor level.

Cum

1.19

Cum

4.93

cu.m .

15.57

Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing.

N) Without using admixture, plasticiser M20 grade concret or Prop. 1:1.5:3 Brick work in cement morter with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed (I) In sub-structure up to plinth level including dewatering if necessary (b). In proportion 1:4.

4.1.9

6.2.2

112 mm thick reinforced brick wall in prop 1:5 reinforced with two lines of M.S rod/ Tor steel as specified embeded in 38 mm thick concrete course in prop.1:2:4 with coarse agg. 12mm down at every fourth courses embeded with protruding rod in column including curing etc.complete as directed ( M.S rod/Tor steel shall be measured and paid separately) in super structure above plinth up to 1st floor level.

sq.m .

55.47

15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed.

A) On rough side (b). In cement mortar 1:4 B) On fair side (b). In cement mortar 1:4

sq.m . sq.m .

58.00

63.88

13.2. 1

13.7. 2

a) Colour washing with lime on wall surface (two coats) over and including a priming coat of white washing to give an even shade after throughly brooming the surface to remove all dirt, dust, mortar drops and other foreign matter.

123.8 8

sq.m .

8.16

sq.m .

100.9 6

sq.m .

92.80

Applying primary coat over new steel and other metal surface over 100m in width or girth after preparing the surface by throughly cleaning oil,grease, dirt and other foreign matter and scoured with wire brushes, fine steels, wood scrapers and sand paper.

a). With ready mixed "red-lead/ red oxide" primer. 13.7. 4

sq.m .

Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint of approved brand and manufacture(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surface of all dirt, dust and other foreign matter.

(i).Surfaces over 100mm in width or girth. b). High gloss (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). 17.10

Supplying, fitting and fixing chain link fencing of 10 S.W.G, G.I. Wire 50mm x50mm mesh fitted to M.S angle iron post at 2000mm apart of specification detailed below including supplying, fitting and fixing hooks, eye bolts with nuts, staples and bolts including three horizontal lines of G.I wire 10 S.W.G at top,middle and bottom and with one vertical line to each fencing post for keeping the fencing tight and erect complete, including one coat of primer painting to M.S angle iron post in P.C.C base etc. with following.

a) Corner and end posts with M.S angle of size 50mmx50mmx 5mm and length not less than 1800mm only duly slotted and bottom torqued with two numbers as stay posts.. b) Intermediate post with M.S angle of size 40mmx40mmx5mm and length not less than 1800mm only duly slotted and bottom torqued and splayed.

c) Stay post with M.S angle of size 35 mmx35mmx5mm and length not less than 1800mm duly slotted and bottom torqued and splayed. All M.S angle iron posts are to be fitted to P.C.C base embedded not less than 600mm (P.C.C. work shall be measured and paid separately).

17.11

Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 50mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20 mm dia M.S. bars at 200mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are to be protruded at least 100mm above the middle and top flat is to be flattended and pointed as directed. Necessary locking arrangement on both faces, arrangement for temporary closing the gate and 2 nos.( minium) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embeded in C.C brick pillars as necessary including a red oxide painting to all iron works as directed and specified. (Separate payment will be made for posts). Qtl

2.70

ANNEXURE-19A Internal Electrification for Grade IV Staff quarter of PUB DATTA KUCHIPWSS. As per the APWD SOR (Electrical) for the year 2013-14) Sch no 3.1

Description of work

Unit

Quantity

Wiring for light / fan / call bell point with 2 x 1.5 sq. mm P.V.C.insulated single core unsheathed industrial (Multistandard) cable FR conforming to IS- 694 : 1990 with flexible bright annealed electolytic copper conductor for voltage grade up to 1100 volts (Finolex / RR Kabel or equivalent make as approved by the Deptt) ......... (anchor penta / Gold medal / Kolor Kany. Kom/ Havells or equivalent make as approved by the Deptt.) etc. complete.

3.1.1 3.1.2 3.1.3 3.2

a) Short point up to 3.0 M. length b)Medium point up to 6.0 M length. c) long point up to 10 m length Wiring 5 a pin 6 Amps plug point with 1.5 sq. mm p.v.c insulated single core unsheathed industrial (multistrand) cable FR conforming to IS -694 : 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex / RR Kabel or equivalent make as approved by the Deptt) ......... (anchor penta / Gold medal / Kolor Kany. Kom/ Havells or equivalent make as approved by the Deptt.) GI/MS switch board (I.S.I marked) with phenolic laminated sheet cover including earth continuty with 1.5 sq.mm ..... where placed elsewhere.etc. complete.

point point point

2 2 4

3.2.1 3.2.2 3.2.3 11.17

a) Short point up to 3.0 M. length b)Medium point up to 6.0 M length. c) long point up to 10 m length Supplying and fixing of bulk head fitting suitable for CFL lamp complete with all accessories including 20 watts CFL lamp and connection as approved by the Deptt. As required.

point point Per point

2 2 4

Each

10

3.7

Wiring for drawing sub-main line with PVC insulated single core unsheathed industrial (multistrand) cable FR conforming to IS -694 : 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex / RR Kabel or equivalent make as approved by the Deptt) in ISI marked steel conduit pipe including earth continuity in surface / recessed conduit wiring system.

a) With 2 x 4 Sq.mm + earth continuty with 1x 2.5 Sq.mm cable in 20 mm dia rigid steel conduit. 27.1

Per Mtr.

50

Each

2

Per Mtr.

15

Each

1

Each

1

Supplying including fitting fixing of following A.C. Ceiling fan complete with all accessories like down rod, canopy etc. of following sweeps with making necessary connection as approved by the Deptt.)as required complete and as directed by the Department [Without regulator].

Premium model 1400 mm Sweep. (ORIENT PSPO make) /Premium model 1400 mm Sweep SS-390 Deco. Havells make) 8.3

Supplying and fixing 32 mm dia ISI marked hot dip galvanised pipe (AKG or equivalent as approved by the Deptt. ) on surface including painting etc. as required.

12.1.1 Providing and fixing I.C.T.P. ans N. link main switch with rewire able fuses of 500 Volt grade (HPL/ GECO/ ANCHOR or equivalent make) including drilling boards/iron frames and fixing with bolts and nuts and connections as approved by the deptt. etc. complete.

a) 16 Amp capacity S.P.N. 22.8

Supply, installation and testing of G.I earth station with perforated 50 mm dia and 3.00 m long heavy duty G.I pipe with necessary 50 mm dia G.I fittings such as socket, Tee, Elbow, nipple and 65mm x 50mm G.I reducing socket for funnel including locking arrangement 300 mm x300 mm x6 mm hinged cover C.I earth plate complete with digging of earth pit , construction of brick chamber and plastering of both inner & outer surface of wall as specified and directed by the deptt.

ANNEXURE-19B Internal Electrification of Clear Water Pump House of PUB DATTA KUCHIWater Supply Scheme As per the APWD SOR (Electrical) for the year 2013-14) Sch no

Description of work

3.1

Wiring for light / fan / call bell point with 2 x 1.5 sq. mm P.V.C.insulated single core unsheathed industrial (Multistandard) cable FR conforming to IS- 694 : 1990 with flexible bright annealed electolytic copper conductor for voltage grade up to 1100 volts (Finolex / RR Kabel or equivalent make as approved by the Deptt) ......... (anchor penta / Gold medal / Kolor Kany. Kom/ Havells or equivalent make as approved by the Deptt.) etc. complete.

3.1.1 3.1.2 11.17

a) Short point up to 3.0 M. length b)Medium point up to 6.0 M length. Supplying and fixing of bulk head fitting suitable for CFL lamp complete with all accessories including 20 watts CFL lamp and connection as approved by the Deptt. As required.

3.7

Quantity

point point

1 3

Each

3

Per Mtr.

35

Per Mtr.

15

Wiring for drawing sub-main line with PVC insulated single core unsheathed industrial (multistrand) cable FR conforming to IS -694 : 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex / RR Kabel or equivalent make as approved by the Deptt) in ISI marked steel conduit pipe including earth continuity in surface / recessed conduit wiring system.

a) With 2 x 4 Sq.mm + earth continuty with 1x 2.5 Sq.mm cable in 20 mm dia rigid steel conduit. 8.3

Unit

Supplying and fixing 32 mm dia ISI marked hot dip galvanised pipe (AKG or equivalent as approved by the Deptt. ) on surface including painting etc. as required.

22.8

Supply, installation and testing of G.I earth station with perforated 50 mm dia and 3.00 m long heavy duty G.I pipe with necessary 50 mm dia G.I fittings such as socket, Tee, Elbow, nipple and 65mm x 50mm G.I reducing socket for funnel including locking arrangement 300 mm x300 mm x6 mm hinged cover C.I earth plate complete with digging of earth pit , construction of brick chamber and plastering of both inner & outer surface of wall as specified and directed by the deptt.

Each

1

ANNEXURE-19C Internal Electrification of Raw Water Pump House cum duty room of PUB DATTA KUCHIWater Supply Scheme As per the APWD SOR (Electrical) for the year 2013-14) Sch no

3.1

3.1.1 3.1.2

Description of work

Unit

Quantity

point point

1 3

Wiring for light / fan / call bell point with 2 x 1.5 sq. mm P.V.C.insulated single core unsheathed industrial (Multistandard) cable FR conforming to IS- 694 : 1990 with flexible bright annealed electolytic copper conductor for voltage grade up to 1100 volts (Finolex / RR Kabel or equivalent make as approved by the Deptt) ......... (anchor penta / Gold medal / Kolor Kany. Kom/ Havells or equivalent make as approved by the Deptt.) etc. complete.

a) Short point up to 3.0 M. length b)Medium point up to 6.0 M length.

11.17

3.7

Supplying and fixing of bulk head fitting suitable for CFL lamp complete with all accessories including 20 watts CFL lamp and connection as approved by the Deptt. As required.

Each

3

Per Mtr.

50

Each

1

Per Mtr.

15

Each

1

Wiring for drawing sub-main line with PVC insulated single core unsheathed industrial (multistrand) cable FR conforming to IS -694 : 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex / RR Kabel or equivalent make as approved by the Deptt) in ISI marked steel conduit pipe including earth continuity in surface / recessed conduit wiring system.

a) With 2 x 4 Sq.mm + earth continuty with 1x 2.5 Sq.mm cable in 20 mm dia rigid steel conduit. 27.1

Supplying including fitting fixing of following A.C. Ceiling fan complete with all accessories like down rod, canopy etc. of following sweeps with making necessary connection as approved by the Deptt.)as required complete and as directed by the Department [Without regulator].

Premium model 1400 mm Sweep. (ORIENT PSPO make) /Premium model 1400 mm Sweep SS-390 Deco. Havells make) 8.3

22.8

Supplying and fixing 32 mm dia ISI marked hot dip galvanised pipe (AKG or equivalent as approved by the Deptt. ) on surface including painting etc. as required.

Supply, installation and testing of G.I earth station with perforated 50 mm dia and 3.00 m long heavy duty G.I pipe with necessary 50 mm dia G.I fittings such as socket, Tee, Elbow, nipple and 65mm x 50mm G.I reducing socket for funnel including locking arrangement 300 mm x300 mm x6 mm hinged cover C.I earth plate complete with digging of earth pit , construction of brick chamber and plastering of both inner & outer surface of wall as specified and directed by the deptt.

ANNEXURE-19D External electrification (Campus Lighting) of PUB DATTA KUCHI PWSS as per PWD(elect) Schedule of rates for the year 2013-14 Sch item No 36.1

Particulars

Supplying and errection PSC pole 7.5 m long , the pole is to be irrection in 1:2:3 plain cement concrete foundation of size 1.50 m x 0.45 m x 0.45m having P.C.C base foundation 15 cm x 60 cm x 60 cm including edge brick soling and plastering above G.L portion (0.30 m) complete with excavation of earth , handling of surplus soil, debries etc. to the proper place and refilling etc. as specified and as directed by the Deptt. 36.6

25.1.2

Supplying anf fitting fixing of galvanised L.T.T cross arm complete with clamps, bolts, nuts etc. as required and as directed by the Deptt.

Unit

Qnty

Each

4

Each

4

Each

4

RM

80

Philips make type HGS120 1 x TL-D36W IC for lamp 1XTL -D36W / Crompton Greaves make SFE1614HSB/AL for lamp 1x 36W FTL/Havells make :LHRF 08104011 for lamp 1 x 36 W FTL(AL)

32.1 Supplying and laying of following size PVC/XLPE insulated and PVC sheathed 1.1 KV grade solid Aluminium conductor up to 10 Sq mm balance standard conductor , XLPE Insulated , cores laid up , PVC tape inner sheathed , Armour (Aluminium for single core up tpo 70 sq. mm balance aluminium strip , Galvanized for cable up to 2 X 10 sq.mm , 4 x 6 sq.mm balance all galvanized steel strip ..................... sand cushioning etc. complete handling of surplus spoil, debries to proper place as specified and directed by the Deptt. (Nicco / Havells/ RPG/ CCI/ Polycab/ Gloster/ Finolex make or equivalent) 32.1.1 32.1.1.1

2 Core A2 XWaY A2XFaY b) 4.0 sq mm core UG cable

--------------------------------

ANNEXURE-20 Name of work-Construction of Box Culvert and approach road with spreading 150 mm thick sand gravel of PUB DATTA KUCHI PWSS As per A.P. W.D (roads) schedule of rates for the year 2013-14 Sl No 1.1

Description of Item Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Upto a depth of 2.00 m below the existing G.L.

Unit

Quantity

(a) 4.1.1

In ordinary soil Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.

cu.m.

5.93

(a).Brick on flat soling. Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).

sq.m.

7.50

Cum

0.63

2.1.1

(a). In prop. 1:3: 6 (1 cement:3 coarse sand : 6 coarse agg. by volume (using mixture machine) 3.1.1

Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:

3.1.1.1

Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.

(i) 4.1.4

Using 38mm thick plank Brick work in cement morter with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed

sq.m.

1.38

(b). In proportion 1:4. Providing precast R.C.C slab over drain ,septic tank etc. in prop. 1:2:4 reinforced with 10mm M.S. bar @ 150mm centre both ways tying with 20 gauge black annealed wire with necessary shuttering , curing etc. complete including fixing in position as directed.

cu.m.

3.45

a) 100mm thick slab 20 mm thick Cement plaster in two coats, on single or half brick walls for interior plastering up to 1st floor level including arises, internal rounded angles,chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth including curing complete as directed.

sq.m.

4.73

sq.m.

8.97

cu.m.

106.95

(I) In sub-structure up to plinth level including dewatering if necessary

25.12

6.2.3

A) On fair side (backing coat 10 mm and finishing coat 10 mm thick) (b). In cement mortar 1:4 3.1/ 301

Excavation in soil by manual means a) Excavation for roadway in soil using manual means including loading in truck for carrying of c earth to embankment site with all lifts and lead up to 1000 metres. 30.00 m x (7.00 m + 4.50 m)/2 x 0.60 m=106.95Cu.M

Analysis Supplying and spreading sand gravel on the approach road ramming, packing etc. complete as directed and specified including payment of forest royality and sale tax and other duties and taxes may be necessary. Analysis of Sand & Gravel 60% Gravel per Cum quantity 40% Sand per Cum quantity Rate (As per present market) (A) 20 mm down normal size crusher broken Rs1800/Cum

(B) Fine River Sand Rs 1100/Cum (i) 60% of (A) Rs=1080.00 (ii) 40% of (B) Rs= 440.00 Basic cost Rs=1520.00 Cost of carriage25% Rs= 380.00 Labou for spreading 30% Rs= 456.00 Total Rs=2356.00 Contractors profit 10% Rs= 235.60 Net cost per CUM Rs=2591.60 Required Quantity Length of Approach Road =30.00 m Width of the Road =4.50 m Thickness of Sand Gravel Packing 0.15m Quantity of Sand Gravel 30.00m x 4.50 m x 0.15 m=20.25 Cum

Cum

20.25

ANNEXURE-21 T& P materials of PUB DATTA KUCHI PWSS As per CPHE schedule of rates for the year 2008-09 Sl No 1

2

3

4

Item of work

Unit

Rate

Slide wrench(Taparia) 300 mm 200 mm 150 mm

Each Each Each

Rs.225.00 Rs.180.00 Rs.175.00

450mm 600 mm

Each Each

Rs.1245.00 Rs.1530.00

450mm 600mm

Each Each

Rs.2600.00 Rs.2900.00

Each

Rs.400.00

Pipe Wrench(Taparia)

Chain tongue(Taparia)

Chain

ANNEXURE-22 Trial Run of PUB DATTA KUCHIpipe water supply scheme Rate

Description of work

Analysis

Unit

Qnty

Job

1

Trial run including training of operation and maintance staff

1

2 3

Checking testing and jointing PVC pipe line for any leakage, pumping set and inter connection etc. including cost of materials,solvent etc.

job

1

Plumber (1 st class) 1 no for 10 days @ Rs300.00/Each/day

Each

10

Electrician 1 no for 10 days @ Rs300/Each/day

Each

10

Skilled labour 1 nos for 10 days @Rs300.00 Each/day

Each

10

Unskilled labour 1 no for 10 days @ Rs208.00Each/Day

Each

10

Training of operation and maintanance staff about operation of pumping sets,internal connection,minor repairing of components etc. (Expecditure including cost of lodging entertainment cost,travelling allowances,honourium to resource person @ Rs 500.00/day 2 nos for 10 days

Each

20

4

5 6

ANNEXURE-23 Making sign board, (Sailent features) of PUB DATTA KUCHI PWSS As per (APWD) (buld) Schedule of 2013-14 sch no 1.1

Particulars EARTHWORK IN EXCAVATION Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Upto a depth of 2.00 m below the existing G.L.

(a)

In ordinary soil 4 no x 0.50m x 0.5m x0.50 m=1.0cum Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).

2.1.1

Unit

Qnty

cu.m.

1.00

Cum

0.18

sq.m.

2.40

(a). In prop. 1:3: 6 (1 cement:3 coarse sand : 6 coarse agg. by volume (using mixture machine) (a). In prop. 1:3: 6 (1 cement:3 coarse sand : 6 coarse agg. by volume (using mixture machine) 3.1.1

Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:

3.1.1.1 Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (ii)

Using 25mm thick plank 4 x 4 x 0.30m x 0.50m=2.4

18.3.2

Providing welding, fitting, fixing, hoisting and fixing of roof trusses with purlin, bottom runner etc. fabricated out of a combination of two or all of the following sections: (i) square hollow sections (SHS/RHS) (ii) rectangular hollow section and (iii) M.S. black-tubes conforming to relevant I.S. code 1161-1968 as per approved design and drawing including M.S. cleat, base plate, bolts and nuts which ever required, including that required for fixing the ceiling and one coat of red oxide Zinc Chromate primer to all steel surface etc. complete as directed as per specifications.

For silent features 32 mm MS tube 2 x 5.2m =8.2 m=46.07Kg 2 x 1.5 m=3.0 m=31.01 Kg 250 mm x 250mm x 4 mm MS plate 2 nos=5.40 kg 25mm x4 mm M.S plate 4 x 4.2 m= 16.8m=13.19Kg 3 mm ms plate 1 x 2.4mx1..5=3.60 sqm=84.78kg Total wt= (46.07+31.01+ 5.40+13.19+84.78) =180kg a)Using TATA makeRHS/SHS of gade 310 conforming to I:S Specification : 4923:1997

qtl

1.8

Nos

2056

DAR painting one coat including priming coat in the plain sheet , cleaning the surface of all dirt,dust and other foreign matter and lettering as per formate prescribed by the deptt. Including hanging the wall as directed and specified. Nos of letter=2056

ANNEXURE-24 Name of work-Installation of 5 KVA Diesel Generator set at INTAKE POINT site of PUB DATTA KUCHI PWSS As per A.P. W.D (build)(Elect) schedule of rates for the year 2013-14. Sl No 41.2

41.2.1.1

Description of Item Supplying including installation, testing and commissioning of Air/Water Cooled Diesel Generator set coupled to suitable alternator of 220/415 V, AC, 1/3-Phase 0.8 p.f. mounted on a 1) M.S. Fabricated base frame.,2) M.S. fuel tank of required capacity.,3) Residual Silencer.,4) AMF Control Panel.5) Suitable batteries with lead.,5) First fill of lube oil.,6) Acoustic Enclosure complete with all accessories as specified and directed by the department conforming to IS comprising the Technical Specification.. as per manufacturer. (RANGE FROM 5 KVA TO 625 KV . Kirloskar green/bliss, Leyland, Volvo Penta, Perkinson, Mahindra, Greaves, Escort engine and Kirloskar, Stamford, Leroy somer or equivalent alternator.

Unit

5 - 1 - 1600x820x1530 - 650 Kg -A/C

Each

Quantity

1

ANNEXURE-25 Name of work-Installation of 5 KVA Diesel Generator set at T.P site of PUB DATTA KUCHIPWSS As per A.P. W.D (build)(Elect) schedule of rates for the year 2013-14. Sl No 41.2

41.2.1.1

Description of Item Supplying including installation, testing and commissioning of Air/Water Cooled Diesel Generator set coupled to suitable alternator of 220/415 V, AC, 1/3-Phase 0.8 p.f. mounted on a 1) M.S. Fabricated base frame.,2) M.S. fuel tank of required capacity.,3) Residual Silencer.,4) AMF Control Panel.5) Suitable batteries with lead.,5) First fill of lube oil.,6) Acoustic Enclosure complete with all accessories as specified and directed by the department conforming to IS comprising the Technical Specification.. as per manufacturer. (RANGE FROM 5 KVA TO 625 KV . Kirloskar green/bliss, Leyland, Volvo Penta, Perkinson, Mahindra, Greaves, Escort engine and Kirloskar, Stamford, Leroy somer or equivalent alternator.

Unit

5 - 1 - 1600x820x1530 - 650 Kg -A/C

Each

Quantity

1

ANNEXURE-26 METERED HOUSE CONNECTION FOR of PUB DATTA KUCHIPWSS Sl a)

Description

Unit

Qty

Providing PVC Shaddle Piece of average size 110 mm x 15 mm including the cost of all required labour and materials, making holes in the distribution pipe, and including all taxes and duties as applicable, all complete, as directed and specified

No

1

Providing 15 mm dia brass ferrul cock including the cost of all required labour and materials, making holes in the distribution pipe, and including all taxes and duties as applicable, all complete, as directed and specified

No

1

Rm

10

b)

c)

Providing and fixing S.F.M.C. Brand 3 layer (Outer green coloured UV Stabilised, middle black coloured UV Stabilised and inermost layer white coloured with antimicrobial property) Fusion welded PP-R (Poly propylene- random copolymer) Pipes, SDR 7.4 having thermal stability for hot and cold water supply including all plain PP-R fittings and brass threaded PP-R fitting and clamping, cutting and making good to the damages. I) Exposed or in trenches b) PN-16 Pipe,20 mm OD,SDR-7.4

ANNEXURE-27 Name of work-Construction of twin brick lined circular septic pit , drain, junction chamber and fitting & fixing of pan & trap etc. (low cost latrine) for PUB DATTA KUCHI PWSS Sch no 1.1

(a)

Item of work

Unit

Quantit y

Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Upto a depth of 2.00 m below the existing G.L.

In ordinary soil

cu. m.

2.94

Cum

0.14

cu. m.

2.02

2.1.1 Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).

4.1.4

(a). In prop. 1:3: 6 (1 cement:3 coarse sand : 6 coarse agg. by volume (using mixture machine) Brick work in cement morter with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed (I) In sub-structure up to plinth level including dewatering if necessary (b). In proportion 1:4.

25.12

Providing precast R.C.C slab over drain ,septic tank etc. in prop. 1:2:4 reinforced with 10mm M.S. bar @ 150mm centre both ways tying with 20 gauge black annealed wire with necessary shuttering , curing etc. complete including fixing in position as directed.

b) 75mm thick slab 6.2.2

1.3

Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary.

( c)

With river sand or silt (predominently non plastic) by truck carriage including loading to the site of work

sq.m .

24.41

cu. m.

0.65

Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.

(a).Brick on flat soling. 5.1.6

2.41

15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed.

B) On fair side (b). In cement mortar 1:4

4.1.1

sq.m .

40 mm thick red oxide floor with under layer of 30 mm thick cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of size 20 mm and down) and top layer of 10mm thick plaster of cement red-oxide of iron per 50 kg of cement in prop. 1:3 (1 cement red oxide: 3 coarse sand) finished with a floating coat of neat cement red oxide mix of same proportion.

sq.m .

sq.m .

1.44

1.44

9.2.1

8.1.35

Providing undressed wood work in roof truss, rafter, purlin, tie and the like including hoisting and fixing in position with necessary spikes, nails including M.S straps with bolt and nuts etc.complete with kiricide oiling two coats to all timber.m.embers and two coats of anticorrosive paint to M.S straps (M.S flats, angle cleats, and bolt and nuts required for flat and angle cleats wherever used shall be measured and paid separately).

(b). With Hollock/ Sundi/ Sam Providing Pre Painted Galvalume Sheet Roofing (PPGL) at all levels including fitting and fixing self drilling, self tapping screws complete (Roof trusses, purlins etc. to be measured and paid separately.) .TATA Blue scope/Dyna roof / Wonder Roof or equivalent as directed by the Deptt.

(iv) 0.55 mm thick 9.9.6

0.04

sq.m .

2.25

sq.m .

1.80

each

1

each

2

each

2

Providing, fitting and fixing 1 st class local wood battened, ledged and braced door and window shutters including oxidised iron but hings (100 mm x 58 mm x 1.90 mm ) 6 nos with necessary screws.

(a).Using Bonsum / Holock wood (i) 25 mm thick 15.1.1

cu. m.

Supplying, fitting, fixing electrocoloured iron fittings of approved make, resonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for wood screws including necessary screws etc. complete.

a) Sliding door bolt ii) 250mm x 16mm b) Door handle ii) 100mm c) Tower bolt ii) 250mm x 10mm

13.9.6

13.6.3

Finishing old/new wall with water proofing weather coat smooth anti-fungal exterior painting of approved make of Dulux (ICI) paint of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels (two coats)

(1.1) san

Supplying fitting and fixing virtuous water closet squatting pan ( Indian type WC Orissa pattern) with all fitings and fixtures complete including cutting and making good to the wall & floor where required (flushing sistern to be paid seperately)

1.1.1

Indian type W.C Orissa pattern of size 580 x 440 mm ii) Hindware make

san

sq.m .

3.60

Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matter sand papering and stopping.

(i).Surfaces over 100mm in width or girth. a). General purpose (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac).

(1.36. 1)

20.40

Applying priming coat over new wood and wood based surfaces over 100mm in girth/width after and including preparing the surface by throughly cleaning oil, grease, dirt snd other foreign matter , sand papering and knotting.

(a). With ready mixed paint , Wood primer (pink) 13.6.5

sq.m .

sq.m .

3.60

Eac h

1

RM

2

Eac

2

Supplying fitting and fixing I.S.I marked or simillar approved H.C.I pipe including bolts and nuts and other fittings as required and complete at all levels including below G.L as directed and specified.

ii 100 mm dia 1.36. Supplying fitting and fixing H.C.I bend with door including bolts and nuts and 3 other fittings as required and complete at all levels including below G.L as directed and specified. ii 100 mm dia

h

1.36. Supplying fitting and fixing H.C.I plain equal Y junction including necessary 6 fittings complete at all levels including below G.L as directed and specified.

Eac h

ii 100 mm dia

1

ANNEXURE-28 Name of work= Provision of safe disposal of waste water of PUB DATTA KUCHI PWSS Sl No 1.1

(a)

Item of works Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Upto a depth of 2.00 m below the existing G.L.

Unit

Qnty

In ordinary soil

cu.m.

11.84

2.1.1

Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).

(a). In prop. 1:3: 6 (1 cement:3 coarse sand : 6 coarse agg. by volume (using mixture machine) 4.1.1

25.12

3.1.1

Cum

0.86

sq.m.

8.61

Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (a).Brick on flat soling. Providing precast R.C.C slab over drain ,septic tank etc. in prop. 1:2:4 reinforced with 10mm M.S. bar @ 150mm centre both ways tying with 20 gauge black annealed wire with necessary shuttering , curing etc. complete including fixing in position as directed.

a) 100mm thick slab Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:

3.1.1.1

Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.

(ii) 4.1.4

Using 25mm thick plank Brick work in cement morter with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed

sq.m.

8.00

sq.m.

1.24

cu.m.

4.13

(I) In sub-structure up to plinth level including dewatering if necessary (b). In proportion 1:4. 4.2.7(PHE) Labour charge for carrying and laying in position in trenches P.V.C. pipes …………... with jointing materials such as cement lubricant ronghening surface 140mm dia

RM

35.00

4.6.1(PHE) Labour charge for carrying placing in position, fitting and fixing C.I. Sluice valve(with wheel and cap)C.I. Reflux valve complete with supplying bolts and nuts 3 mm thick rubber insered sheet etc.(the tail pieces if required will be paid seperately) all

125 mm dia Cost of Materials 125 mm dia Sluice valve i) 140 mm dia PVC pipe

Each

1

Each

1 35

RM

ANNEXURE-29A Detail survay of Distribution network . Intake point, Treatment plant site etc. for PUB DATTA KUCHI PWSS Analysis for detail survay work of considering for one PWSS as one Job Sch item No A

Particulars

Unit

Qnty

1. Hire charge of Total station Machine= 1 no per day

Per Day

10.00

2. Hire charge of Vehicle 1 No per Day

Per Day

10.00

Materials

3. Paint brass , BM pillar etc

L/S

1

B Labour 1. Survay engineer 1 No per Day

p/day

10.00

2. Prisam Man 1 No per Day

Per Day

10.00

3. Labour 1 No per Day

Per Day

10.00

Shoftware charge

L/S

1

ANNEXURE-29B Prepairing of structural design and drawing of R,C,C Elevated Service Reservoir including estimating for PUB DATTA KUCHI PWSS As per APWD (building) Circular Sl No

Item of works

Unit

Rate

Office Order No: ARC (M) 27/ 84/1 Dt. 10.07.1984 ii) Preparation of detail architectural drawing @ 0.7% of civil work (0.7% of total estimated cost)

Job

0.70%

iii) Preparation of structural design and drawings including supplying design calculation for RCC building/Tank etc. (1% of total estimated cost)

Job

1.00%

ANNEXURE-29C Name of work= Estimate for Sub Soil investigation at the proposed O.H.R. site for PUB DATTA KUCHI PWSS As per APWD (building) Schedule of rates for the year 2013-14 Sl No 28.1

A.

Item of works Collection from the field and testing in the laboratory of undisturbed soil samples for sub- soil investigation (as per relevant I.S code) by open drive sampler (100mm dia boring) through clayey soil layer/ sandy soil layer/ sandy clay/ sandy silt layer/ clayey silt layer, conduction standard penetration test (SPT) and collection of SPT sampler, observation of ground water table, spot level survey to the bore location and carrying out R.L. from nearest B.M., laboratory test (particle size analysis, hydrometer test, liquid limit determination, plastic limit determination, bulk limit determination, moisture content determination, specific gravity determination, triaxal test, direct shear test, unconfined compression test, consolidation test) including preparation of sub-soil investigation report complete with necessary printing and binding (minimum 5 copies)

Unit

Rate

r.m.

30

each

15

per test per test per test

3

per test

2

Boring. (iii) Construction of 100mm machine boring (Drilling) through all types of gravel,sandy gravel excluding transportation charges.

B.

C.

Nos of Bore hole =2 nos Depth of each Borehole = 15.00 M Standard Penetration Test (S.P.T.) (i) Conduction of SPT at equal interval of 1.5m or change of strata whichever is earlier and collection of disturbed soil sample from SPT sampler including proper airtight sealing, labeling. Laboratory test. (i) Particle size analysis (dry sieving). (ii) Particle size analysis (wet sieving). (iii) Determination of Hydrometer test. (iv) Determination of liquid limit test. (a) 3 points.

3 3

(v) Determination of Plastic Limit test. (vi) Determination of Moisture Content test. (vii) Determination of bulk density test. (viii) Determination of Specific Gravity test of fine grained soil.

per test per test per test per test

3

per test

2

(b) 2 Points. (xi) Determination of consolidated drain test determination of the shear strength parameters of a specimen tested in consolidated drain traiaxial compression test without measuring pore water pressure, by triaxial test.

per test

1

(b) 2 Points. (xvi) Determination of the shear strength parameters of a specimen tested in consolidated undrained traiaxial compression test without measuring pore water pressure, by Triaxial test.

per test

1

(b) 2 Points. Transportation on charges for boring. (i) Hire charge. (ii) Fuel.

per test

4

per day per km

138

(ix) Determination of Direct shear strength. (b) 2 Points. (x) Determination of the shear strength parameters of a specimen tested in unconsolidated undrained traiaxial compression test without measuring pore water pressure, by triaxial test.

D.

----------------------------------

2 3 2

3

Sample Format of Bank Guarantee