Bill Fob-1ra May 2008

IRCON International Limited (A Govt. Of India Undertaking) Qazigund-Baramulla New Rail Line Project, Srinagar SUB CONTRACTORS RUNNING ACCOUNT BILL/CC RA Bill/CC No.2nd Name of work: Construction of FOBs At Anantnag Station Yards (Package FOB-1RA) on Qazigund - Baramulla Section of New BG Rail Line Project (J&K) Name of Contractor: M/S Royal Steel, (JV), Industrial Estate, Baghi Ali, Mardan Khan, Srinagar-190 011. Contract agreement / work Order No.IRCON/ J&K -SGR/ 1008/ Foot Over Bridges/ FOB-1RA/LT/423/18867 Date: 29-03-2008 Contract Value: Rs. 75,81,983.70 Date of commencement of Work: 29-03-2008 Date of completion of work: Scheduled: 28-05-2008 Date of Measurement:31-05-2008 Sl no

BOQ Item

Description of Item

Date: 31-05-2008

Time extension on process MB NO:1239 Unit

BOQ Qty.

Qty executed upto this bill

Qty executed upto last bill

Qty executed since last bill

481.268

-

Rate (in Rs.)

Amount upto this bill

Amount upto last bill

Amount since last bill

91.50

44,036.02

44,036.02

-

SCHEDULE A: DSR 2002 Items, Quoted rete 85% Above

A.1

1

A.1.1

A.2

2

A.2.1

3

A.3

A.4 4

A.4.1

5

A.4.2

SUB HEAD NO-1: EARTH WORK Earth work in excavation in over areas (exceeding 30 CM in depth,1.5m in widthas 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m disposed earth to be levelled and neatly dressed. in all kinds of soil Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in witdth or 10 sqm in plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil in all kinds of soils Filling available excavated earth(excluding rock) in trenches , plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and and lift upto 1.5m. Centering and shuttering including strutting, propping etc. and removal of form for Foundations , footings bases of columns etc. for mass concrete. Suspended floors, roofs, landings, balconies and access platform.

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cum

322

481.268

cum

286

-

-

-

93.55

-

-

-

cum

486.5

-

-

-

30.25

-

-

-

sqm

108.75

84.84

84.84

-

61.10

5,183.72

5,183.72

-

sqm

157.5

-

-

-

112.20

-

-

-

Page 1 of 6

6 7 8

9

10

11

12

13

Lintels, beams, plinth beams, girders, sqm bressumers and cantilevers. Columns, pillars, piers,abutments, A.4.4 sqm posts and struts. Stairs, (excluding landings)except A.4.5 sqm spiral staircases. Edges of slabs and breaks in floors A.4.6 and walls. A.4.6.1 under 20 cm wide. meter Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of A.5 deshuttering and decentering at all levels, over a height of 3.5m for every additional height of 1 m or part thereof (plan area Suspended floors roofs landings A.5.1 beams and balconies (plan area to be sqm measured) Providing and laying in position cement concrete of specified grade A.6 excluding the cost of centering and shuttering . All work upto plinth level. 1:4:8 (1cement:4Coarse sand:8 A.6.1 graded stone aggregate 40mmm cum nominal size) Providing and laying in position machine batched machine mixed and machine vibrateddesign mix cement concrete of specified grade for reinforced cement concrete structural element, excluding the cost of centering, shuttering, finishing and reinforcement in All work upto plinth level/ platform A.7.1 cum level A.7.2 All work from plinth level to all height A.4.3

98

-

-

-

87.95

-

-

-

191

-

-

-

135.80

-

-

-

177.75

-

-

-

106.40

-

-

-

90

-

-

-

29.90

-

-

-

380.25

-

-

-

45.90

-

-

-

13

18.512

18.512

-

1,404.70

26,003.81

26,003.81

-

107.75

84.70

84.70

-

2,284.05

193,459.04

193,459.04

-

Beams, plinth beams, girders, brussumers,, cantilevers, suspended floors, lintels, roofs and staircases including spiral staircases, shelves

cum

43.75

-

-

-

2,518.25

-

-

-

Add or deduct for providing richer or leaner mixes respectively at all floor levels. Providing M35 grade RCC instead of A.8.1 M20 grade RCC TOTAL OF SCHEDULE A : 185% OF SCHEDULE A : Quoted Rate 45% Above

cum

151.5

84.70

84.70

-

140.00

11,858.00

11,858.00

-

A.7.2.1

A.8

14

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Page 2 of 6

280540.59

280540.59

0.00

519000.09

519000.09

0.00

SCHEDULE B : Quoted rete 53.50% Above STEEL ITEM-NON DSR

15

16

17

18

19

20

B.1

Providing, cutting, straightening,hooking,bending,placing and bindingin position cold twisted reinforcement of TMT steel bars for RCC work or as temperature reinforcement where ever required as per approved drawings including binding wires and all lead an

-

-

-

-

-

-

kg

17246.25

11,408.284

9,950.000

1,458.284

40.60

463,176.33

403,970.00

59,206.33

kg

22822

4,259.40

-

4,259.40

50.00

212,970.00

-

212,970.00

B.3

Structural steel works with different types/sections of steel for main foot over bridge (excluding stagings, staircases and roof trusses) including cutting, hoisting fixing in position and applying a priming coat of approved steel primer and painting two

kg

19477

18,732.60

-

18,732.60

56.80

1,064,011.68

-

1,064,011.68

B.4

Structural steel works with different types/sections of steel in trusses for roof coveringof stair case and main FOB including cutting, hoisting fixing in position and applying a priming coat of approved steel primer and painting two or more coats of synt

kg

8091

-

-

-

47.70

-

-

-

B.5

Providing and fixing MS round holding down bolts with nuts and washers plates complete with all contractors material, labour, toolsand plants,lead and lift, as per approved detailed dtrawingsas per specifications and as directed by Engineer-in-charge.

kg

368

-

-

-

52.40

-

-

-

B.6

Structural steel works with different types/sections of steel including cutting, hoisting fixing in position and applying a priming coat of approved steel primer and painting two or more coats of synthetic enamel paint on new works, complete job(synthetic kg

2510.5

-

-

-

54.70

-

-

-

B.2

NOTE: payment for above shall be made only for quantity of reinforcement actually used as per approved drawings excluding all wastages. Structural steel works with different types/sections of steel in stair case and stagings of stair cases and foot over bridge at all heights including cutting, hoisting fixing in position and applying a priming coat of approved steel primer and painting tw

in gratings, frames, guard bars, B.6.1 ladders, railings, brackets, gates and similar works.

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Page 3 of 6

21

22

B.7

B.8

Providind and fixing MS angle 65x65x8mm to act as nosing welded with main members of stair case and drilling through angles and tiles and bolting at two or more places including necessary welding and applying a priming coat of approved primer on exposed s Providing and fixing hard drawn steel wire fabric 75x25mm mesh of weight not less than 7.75 kg/sqm to sides of FOB including welding to angle iron frame, applying a priming coat of approved steel primer and painting two or more coats of synthetic enamel p TOTAL OF SCHEDULE B : 153.50% OF SCHEDULE B : Quoted Rate 53.50% Above

kg

4296

-

-

-

53.40

-

-

-

sqm

175.5

-

-

-

465.30

-

-

-

1740158.01

403970.00

1336188.01

2671142.55

620093.95

2051048.60

SCHEDULE C : Quoted rete 25% Above

23

Providing and fixing TRACKDEK/CRIL or equivalent hi rib profiled sheeting 1000-1020mm cover width 28-30mm high crest @ C.1 250-255mm c/c, manufactured out of 0.50mm thick TCT (total coated thickness) hi-tensile prepainted galvelume steel (coating class AZ150

sqm

432

-

-

-

649.00

-

-

-

67.75

-

-

-

385.00

-

-

-

12

-

-

-

1,450.00

-

-

-

the male end of sheet shall have anti capillary flute in side lap to prevent leakages. The sheet shall be fixed by means of galvanised self drilling, self tapping fasteners( 12-14x55 with EPDM seats). The sheet shall be supplied in lengths maximum upto 6Note: payment shall be made on finished area. No overlap shall be paid.

24

Supply of ridges for 301-500mm girth, manufactured out of same material as mentioned above in item No. C.1 C.2 including fixing complete job with all meter contractors material, labour, tools and plants,lead and lift as per approved detailed drawings, as per specif

25

Providing and laying 50mm thick non shrink grout as per specifications with all contractors material, labour, tools C.3 and plant,lead and lift, as per approved detailed drawings, asper specifcations and as directed by Engineer-in-cahrge.

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sqm

Page 4 of 6

26

supplying and fixing 25mm thick high strength Chequered precast cement concrete tiles, made out of minimum C.4 M40 grade concret, and mixed with approved shade and quality synthetic, inorganic,UV stabilised and colourfast pigments to get the properties of low

sqm

228.75

-

-

-

848.60

-

-

-

sqm

41

-

-

-

848.60

-

-

-

124.5

-

-

-

74.80

-

-

-

Note: The work shall be done as per specifications of IS 13801:1998 (with upto date ammendments)

27

supplying and fixing 22mm thick high strength Chequered precast cement concrete tiles, made out of minimum C.5 M40 grade concret, and mixed with approved shade and quality synthetic, inorganic,UV stabilised and colourfast pigments to get the properties of low

28

Note: The work shall be done as per specifications of IS 13801:1998 (with upto date ammendments) Providing and fixing PVC moulding on 50mm wide flat of railing with all contractors material, labour toolsand C.6 plants, lead and lift, as per approved meter detailed drawings, asper specifications and as directed by Engineer-in-charge. TOTAL OF SCHEDULE C : 125% OF SCHEDULE C : Quoted Rate 25% Above

Grand Total: (A+B+C)=

0.00

0.00

0.00

0.00

0.00

0.00

3,190,142.63

1,139,094.04 Say :

2,051,048.60 2,051,049.00

CHECK LIST

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Page 5 of 6

Certified that the foregoing claim is correct, for which necessary measurement were taken and recorded at the MB-1239 by sh. Surajit Ghosh, AM/Civil, dated 31-05-2008and that the work has been satisfactorily as per drawing and specification.

Date: Certified that,

JGM/ Civil

1

Measurements Recorded in MB No. 1239 are fully accepted by me and I do not have any other claim against this bill.

2

The labour employed by me have been paid minimum wages as fixed in similar type of work in the area.

3

All taxes including Royalty charges. Cess, etc. due to the govt. on the materials used for this work have been fully paid and no payment is due to them.

4

All the insurance polices as per previous of the contract has been taken by me and are valid as on date.

5

I have extended the provident fund benefits to the staff engaged by me and requisites amount of providend fund has been remitted to the providend fund commissioner.

6

The statury formalities and guidelines has been complied with.

Date:

Contractor

Certified that, 1

The quantity billed is not more than the quantity actually executed at site.

2

No material has been issued to the contractor, for which the cost was to be recovered except such as specially provided in the agreement/ work order.

3

No departmental tools & plants have been issued to the contractor other than those for which hire charges have been recovered in this bill.

4

In case of lump sum payment, approximate quantity billed is not more than the quantity actually at site.

5

The work has been executed as per approved drawing and specifications and the method of measurement is correct.

6

That the statury formalities and guidelines has been complied with.

AM/C

DGM/ Civil

Chargeble to ........................................................................ and to be included in the account for the month of ................... To be paid at …………................... in presence of ............................................................. by Cheque on or before................

Date:

Manager/Finance