Addition & Alteration of GI Shed and Providing GSB for Ground leveling with other misc civil work at Tapi Store of Surat-R Division under Surat-R Circle Of DGVCL.

Name of work :- Addition & Alterartion Of GI Shed and Providing GSB for Ground leveling with

other misc civil work at Tapi Store of Surat-R Division under Surat-R Circle Of DGVCL

m Description Qty. Unit Rate Amount

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

1 disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

Filling available excavated earth (excluding rock) in

trenches. plinth, sides of foundations etc. in layers not

2 exceeding 20 cm. in depth consolidating each disposited 215.00 CMT 135.56

layer by ramming and watering.

Providing, laying, spreading and compacting graded stone

aggregate to wet mix macadam specification including

premixing the Material with water at OMC in mechanical mix

plant carriage of mixed Material by tipper to site, laying in

3 uniform layers with paver in sub- base / base course on well 958.00 CMT 1327.00

prepared surface and compacting with vibratory roller to

achieve the desired density.

Rolling and consolidation of soling including filling in

4 depression which occur during the process, with power roler 1651.00 SMT 22.52

8 tonne to 12 tonne.

Providing and laying cement concrete 1:3:6 (1- Cement : 3-

Coarse sand : 6- Graded brick bat aggregate 40mm normal

5 size) and curing complete excluding cost of formwork in (A) 39.00 CMT 3040.53

Foundation and Plinth (upto 10 ton)

Providing and laying controlled cement concrete M.200 and

curing complete excluding the cost of formwork and

6 reinforcement for reinforced concrete work in (A) 77.10 CMT 4015.73

Foundations, footings, Base of columns and Mass concrete

Finishing concrete surface with machine Power Trowel and

7 making line for anti skid. 386.00 SMT 75.00

Expansion joint Cutting and filling with asphalt in concrete

by machine saw upto 80 mm height and upto 10 mm thick.

Providing TMT Bar FE 500/500D reinforcement for R.C.C.

9 work including bending, binding and placing in position 3500.00 KG 76.52

complete upto floor two level

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation

and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine

sand)(C) Fly Ash Bricks

Providing 15mm thick cement plaster in single coat on

Rough (Similar)side of single or half brick walls for interior

11 plastering upto floor two level and finished even and smooth 250.00 SMT 196.80

in (i) Cement mortar 1:3 (1-cement:3-sand)

m Description Qty. Unit Rate Amount

Providing and fixing of Ridge flashing for roof panel shall be

made out of 0.5 mm thick pre coated GI sheet . The

Precoated sheet shall be of minimum 240 mpa steel grade

confirming to IS 14246:1995 and shall have zinc coating of

minimum 120 gsm as per IS:277:1992 , 5-7 microns epoxy

primer on both side of the sheet and polyester top coat 15-

12 18 micron. The PPGI Sheet shall have plastic protective 736.00 SMT 858.80

guard film of minimum 25 microns to avoid scratches

during transportation. The ridge shall be fixed to the steel

members by pop rivet or self drilling/self stitching fastners

@ maximum 450 mm c/c along length of capping/flashing

etc complete . (Note - for payment the measurement of

area shall be that of actual net area of sheet fixed.)

Providing and fixing of Ridge flashing for roof panel

shall be made out of 0.5 mm thick pre coated GI sheet

. The Precoated sheet shall be of minimum 240 mpa

steel grade confirming to IS 14246:1995 and shall have

zinc coating of minimum 120 gsm as per IS:277:1992

5-7 microns epoxy primer on both side of the sheet

13 and polyester top coat 15-18 micron. The PPGI Sheet 105.00 RMT 515.28

shall have plastic protective guard film of minimum

microns to avoid scratches during transportation. The

ridge shall be fixed to the steel members by pop rivet

or self drilling/self stitching fastners @ maximum

mm c/c along length of capping/flashing etc complete .

Steel work, welded in built up sections framed work

including cutting, hoisting, fixing in position and applying a

priming coat of red lead paint. (A)In beams and joists,

14 channels angles Tees, flats, with connecting plates or angle 7360.00 KG 90.18

cleats as in main and cross beams. Hip and jack rafters,

purlins conneted to common rafters and the like

Providing and applying Primer coat and Wall painting (three

coats) with plastic emulsion paint of approved brand and

manufacture on undecorated wall surface to give an even

15 shade including throughly brushing the surface free from 3500.00 SMT 133.95

mortar droppings and other foreign matter and sand

papered smooth.

Applying two coats of Birla (white cement based) or Asian

(acrylic lapy- putty) or equivalent & two coats of primer of

approved brand and manufacture on new wall surface to

16 give an even shade including thoroughly brushing the 3500.00 SMT 40.19

surface free from mortar dropping and other foreign matter

and sand papered smooth.

Providing and applying Primer coat and Finishing wall with

weather proof exterior emulsion paint on wall surface (two

17 coats) to give an required shape even shade after 2200.00 SMT 135.43

thoroughly brushing the surface to remove all dirt, and

remains of loose powdered materials. Etc complete

18 PVC 4kg 90 mm dia rain water pipe 120.00 RMT 125.00

Miscellaneous expense for unforseen work which shall be

19 paid as per SOR Rate. Rate for Non SOR item shall be paid 1.00 JOB 75000.00

at approved rate analysed by EE Civil & DE Civil.

m Description Qty. Unit Rate Amount

Total Amount Excluding GST

Total Amount Excluding GST

"All royalties, toll tax, local tax, development charges, and any other taxes etc., in respect of this contract and also any

statutory variation in future towards above mentioned taxes & any other taxes if levied in future by statutory authority

applicable to the this contract shall be payable by the con-tractor and DGVCL will not entertain any claim whatsoever in

The Contractor has to pay 1% Labour Welfare Cess of estimated cost to the concern Government Department.

The contractor shall produce the receipt of payment of 1% welfare cess from the respective govt. department before

submission of final bill, otherwise final bill for the works will not be finalised.

The proof of payment made by the contractor to the appropriate department shall be submitted to DGVCL, failing which

appropriate amount shall be withheld on getting information/instruction from the concerned department.

I /We agree to carry out the above work at

Add (+)________% above . Rs.

Less (-) _________% below Rs.

Total cost of work. Rs.

(Total cost of work Rs. ______________________________

Signature of Tendered CEO & SE (O&M)

Seal of company DGVCL,Circle Office Surat-R