BID DOCUMENTS FOR CONSTRUCTION WORK OF BOX CULVERT AT RAJA NAGAR TO VARDHMAN OF BODELI NAGARPALIKA UNDER: SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKAS YOJANA (UDP-88) YEAR: 2025-26

Qty. Description Total Unit Amount

1 245.00 Excavation for foundation in up to 1.5 M Depth including

Cmt. shorting out and stacking of useful materials and disposing of

the excavated stuff up to 50 Meter lead.

in all sorts of soil 120.01 Cmt.

2 245.00 Excavation for foundation for depth from from 1.5 mt. to 3.0 mt.

Cmt. including shorting out and stacking of useful materials and

disposing of the excavated stuff up to 50 Meter lead.

1.50 to 3.00 Mt. Depth 133.05 Cmt.

3 245.00 Excavation for foundation for depth from 3.0 m to 5.0 m

Cmt. including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead. (A) Loose

3.00 to 5.00 Mt. Depth 146.09 Cmt.

4 49.00 Providing and filling rubbles including hand packing and filling

Cmt. interstices with quarry spalls behind abutments and between

returns as directed.

5 24.50 Providing and laying P.C.C. (1:3:6) mix (1 cement, 3 coarse

Cmt. sand, 6 hand broken stone aggregate of 40mm nominal size)

and curing complete excluding the cost of formwork in (A)

Foundation and Plinth.

6 Providing & laying controlled cement concrete M 250 and

curing complete excluding the cost of formwork and

reinforcement of reinforced concrete work in.

39.50 a) -- do -- for R.C.C. Wall 4551.51 Cmt.

17.00 b) -- do -- for R.C.C. Beam 4526.87 Cmt.

SBD SECTION-7 BILL OF QUANTITIES-146

73.50 c) -- do -- for R.C.C. Base Slab 4247.57 Cmt.

38.50 d) -- do -- for R.C.C. Slab 4526.87 Cmt.

7 23610.00 Providing TMT Bar FE 500D reinforcement for R.C.C. work

Kgs. including bending, binding and placing in position complete upto

floor two level.

8 22.50 Providing formwork of ordinary timber planking so as to give a

Smt. rough finish including centering, shuttering, strutting and

propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4m. and removal of the

same for in situ reinforced concrete and plain concrete work in

:(A) Foundations, footings, bases of Columns etc. and mass

9 179.50 Providing formwork of ordinary timber planking so as to give a

Smt. rough finish including centering, shuttering, strutting and

propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4m. and removal of the

same for in situ reinforced concrete and plain concrete work in

:(C) Vertical surface such as walls (any thickness ) partitions

and the like including attached buttresses & string course & the

like. 238.06 Smt.

10 78.50 Providing formwork of ordinary timber planking so as to give a

Smt. rough finish including centering, shuttering, strutting and

propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4m. and removal of the

same for in situ reinforced concrete and plain concrete work in

:(B) Flat surfaces such as soffits of supspened floors slabs

landings and the like. (2) Floors etc above 200 mm in

thickness. 280.45 Smt.

11 55.50 Providing formwork of ordinary timber planking so as to give a

Smt. rough finish including centering, shuttering, strutting and

propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4m. and removal of the

same for in situ reinforced concrete and plain concrete work in

:(H) (1) Sides and soffits of beams, Beam haunchings,

cantilevers, girders Bressumers, and lintels not exceeding 1 M

SBD SECTION-7 BILL OF QUANTITIES-147

12 4.50 Brick work using common burnt clay building brick having

Cmt crushing strength not less than 35 kg/sq. cm. in

foundationandplinth in Cement mortar 1:6 (1 Cement : 6 fine

sand ) 4121.55 Cmt

(B) Conventional

13 114.00 Providing 15mm. Thick cement plaster in single coat on

Smt. brick/concrete walls for interior plastering upto floor two level

and finished even and smooth in C. M. 1:3 (1 Cement, 3 Sand)

including finishing with a floating coat of neat cement slurry.

14 14.00 Filling available excavated earth (excluding rock) in trenches

Cmt. plinth, sides of foundations etc. in layers not exceeding 20 cm in

depth consolidating each disposited layer by ramming and

Add :- 18% of GST, Rs.

Add :- 1% of Qaulity Controll Rs.

Add :- 2% of Contingency Charges Rs.

I / We am/are willing to carry out the work at _____________ % above / below (percent should be written in figure and in words) of the estimated

rates mentioned above. Amount of my/our tender works out as under.

( In words ) _________________________ percentage above / below the estimated rate.

Estimated Amount put to tender Rs.

Deduct _______ % below Rs. Rs.

Estimated Amount put to tender Rs.

Add _______ % above Rs. Rs.

Total Amount Rs.

Total Amount Rs.

Note :1 All work shall be carried out as per Public Works Department Hand Book and other specifications of Division or as

Note :2 Rates quoted include clearance of site (prior commencement of work and its close) in all respects and hold good for

I/ We have read the conditions mentioned in this tender and agree to abide by the same.

Note :4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017

Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as

per actual mix design the cost of difference of cement consumption have been deducted from the rate of original item

at the rate of input rate mentioned in all the tender.

Signature of Contractor President Chief Officer

Bodeli Nagarpalika Bodeli Nagarpalika

SBD SECTION-7 BILL OF QUANTITIES-148