DEVELOP ORGANIC VEGETABLE MARKET AT NORTH ZONE IN VADODARA CITY.

BILL OF QUANTITIES

BILL OF QUANTITIES

1. The bill of Quantities shall be read in conjunction with the Instructions to Bidder,

Conditions of Contract, Technical Specifications and Drawings.

2. The quantities given in the Bill of Quantities are estimated and provisional, and are

given to provide a common basis for bidding. The basis of payment will be the actual

quantities of work ordered and carried out, as measured by the Contractor and verified

by the Engineer and valued at the rates and prices tendered in the priced Bill of

Quantities, where applicable, and otherwise at such rates and prices as the Engineer may

fix within the terms of the Contract.

3. The rates and prices tendered in the priced Bill of Quantities shall, except in so far as

it is otherwise provided under the Contract, include all constructional plant, layout,

supervision, materials, erection, maintenance, insurance, profit, taxes and duties,

together with all general risks, liabilities and obligations set out or implied in the

4. The rates and prices shall be quoted entirely in Indian Currency.

5. A rate or prices shall be entered against each item in the Bill Quantities, whether

quantities are stated or not. The cost of Items against which Contractor has failed to enter

a rate or price shall be deemed to be covered by other rates and prices entered in the

Bill of Quantities (in case of Item rate contract).

6. The whole cost of complying with the provisions of the Contract shall be included in the

items provided in the priced Bill of Quantities, and where no Items are provided the

cost shall be deemed to be distributed among the rates and prices entered for the

related items of Work.

7. General direction and descriptions of work and materials are not necessarily

repeated or summarized in the Bill of Quantities. References to the relevant sections of

the contract documentation shall be made before entering rates or prices against each

item in the Bill of Quantities.

8. The method of completed work of payment shall be in accordance with the specification

for Road and Bridge works. For building works specifications for building are to be

9. Errors will be corrected by the Employer for any arithmetic errors pursuant to Clause

of the Instructions to Bidder.

10. Rock is defined as all materials which, in the opinion of the Engineer, required blasting,

or the use of metal wedges and sledgehammers, or the use of compressed air drilling for

its removal, and which cannot be extracted by ripping with a tractor of at least 150 kw

with a single rear mounted heavy duty ripper.

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr.)

Item Description of Item (with Quantity Unit Rate In Amount

No brief specification and figures

reference to book of

specifications)

I/We am/are willing to carry out the work at… ....................... % above/below percent

(Should be written in figures and words) of the estimated rate mentioned above.

Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put

to tender Deduct………% below Add………% Above

In Words In words

1 The Contractor shall exhibit a board with detailed specification and details of

work as directed by the Engineer-In-Charge for which no extra payment shall be

2 The labour cess will be deducted from the bill amount excluding GST as per

prevailing rules i.e. 1% of the work done.

3 Income tax TDS will be deducted from the bill amount excluding GST at a source

while making payments of bills.

(Government rules will be applicable)

4 Total value of SD i.e. 5% shall be calculated on Contract Price + GST.

BILL OF QUANTITY

Description Qty Rate Per Amount

Excavation for foundation upto 1.5 m depth including sorting out and

1 stacking of useful materials and disposing off the excavated stuff 565.00 151.89 CUM

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 exceeding 20 cm. in depth

consolidating each disposited layer by ramming and watering.

Filling in foundation and plinth with murrum or selected soil in layers of

3 20cm. thickness including watering, ramming and consolidating etc. 300.00 293.36 CUM

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

6- hand broken stone aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A) Foundation and Plinth

Providing and laying controlled cement concrete M.250 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of columns

and Mass concrete.

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

6 bending, binding and placing in position complete upto floor two level 10200.00 76.52 Kg.

Providing formwork 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

7 exceeding 4 M. and removal of the same for in situ reinforced concrete 220.00 177.58 Sqmt

and plain concrete work in. (A) Foundations Footings Bases of Columns

etc. and Mass concrete.

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 1:5. (1- Cement : 5 -fine sand)(A) Modular(ARC 2024-25 Building

Department Item no-163

Providing 15mm thick cement plaster in single coat on Rough

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

floor two level and finished even and smooth in (i) Cement mortar 1:3

(1-cement:3-sand) Modular

Providing and laying polished Kota stone slab flooring over 20mm

(Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or

L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and jointed with

grey cement slurry mixed with pigment to match the shade of slab

including rubbing and polishing etc. complete. (A) 25mm thick

Providing & fixing Polished granite stone 20 to 25 mm thick black

PROVIDING & LAYINGb 60 MM THK.RUBBER MOULDED INTERLOCKING

PAVER BLOCKS(M-40 GRADE) 50 MM THICK SAND BED INCL.

12 COMPACTION WITH MECH. COMPECTOR IN LINE , LEVEL AND COLOUR 650.00 913.00 Sqmt

AND DESIGN AS SELECTED BY ENGINEER INCHARGE

Providing and fixing pre-cast concrete kerb stone of gray cement based

concrete block 30cm length,30cm height and 15cm thick of M200 grade

13 concret as per approved design and including excavation for fixing in 100.00 390.68 Rmt

proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand)

Description Qty Rate Per Amount

Structural Steel work (confirming to IS 4923-1997)riveted bolted or built

up for all types section in framed work including cutting hoisting fixing

14 in position and appying a priming coat of approved steel prining all 7600.00 129.85 Kg.

complete as per the structural designs and directings of Engineer in

Painting two coats (excluding priming coat) on new steel and other

metal surface with enamel paint, brushing, interior to give an even

15 shade including cleaning the surface an even shade including cleanicn 300.00 89.11 Sqmt

the surface of all dirt, dust and other foreign matter.

Providing and fixing of Corner Angle for Various Flashing in 100mm x

100mm size in Equal Shape with 5mm edge lipping on both side . The

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

with edge bending of approximate 5mm. The Precoated sheet shall be

of minimum 240 mpa steel grade confirming to IS 14246:1995 and shall

16 have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns 530.00 779.75 Sqmt

epoxy primer on both side of the sheet and polyester top coat 15-18

micron. The PPGI Sheet shall have plastic protective guard film of

minimum 25 microns to avoid scratches during transportation. The U

track shall be fixed with suitable POP rivet with wall and roof panels

with minimum spacing of 450 mm c/c

providing &Applying of weather proof exterior emulsion paint two coat

Providing and Fixing of chain link fencing ( Khata) with 50mm*50mm*6

mm M.S. angle with 50mm*50mm *10mm gauge jali., including

18 fabrication work with carting,excavation,PCC (1:2:4) and breaket 150.00 1137.00 Sqmt

sythetic enemal paint.

I/We am/are willing to carry out the work at… ..................... % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words