Kakrapar Project

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

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 Contract.

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

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

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 followed.

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

Clause 29 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

Name of Work : Providing protective measures on vanz minor canal Ex. Lajpore

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

Item Description of Item (with brief Quantity Unit Rate in Amount

No specification and reference to book of Figures

specifications)

1 Clearing the canal land width including removing 2435.00 Sqmt 14.60

the shrub, bushes, cactus, weeds other vegetation

including cutting down trees upot 0.50mt girth and

depositing the removed materials outside the canal

landwidth up to lead of 50 meter as directed etc.

complete. (Without water pool)

2 Earthwork in embankment using selected 268 cmt 118.10

soil,soft & hard murrum excavated from

approved borrow area / village tanks etc

including breaking clods, dressing to the design

section with lead up to 5 km and all lifts. (By

poclane machinary )

3 Providing and laying plain/reinforced Nominal 191 cmt 4559.30

Mix cement concrete of various grade with

cement, sand and coarse aggregates including

centering, shuttering, batching, mixing,

transporting, placing, vibrating, smooth finishing,

curingetc. complete for all lead and lift. (Manually

With Conventional Mixer, Excluding dewatering)

Raft, Bottom slab of barel, footing of columns,

piers, abutment and bottom slab of sump etc. (i)

M-15 grade. (1:2:4)

4 Providing and placing in position reinforcement 129.50 Qtl 7194

bars including cutting, bending welding, joints

where necessary, hooking etc. complete as per

drawing for.all lead and lifts. (b) TMT

5 Removing of exiting disturbed C.C. Block lining 5163.55 Sqmt 29.10

including opening of joints, stacking the same and

disposing of stuff as directed etc. complete with all

leads and lifts.

6 Trimming of the canal section manually for 5163.55 Sqmt 72.80

preparing subgrade for laying cement concrete.

7 Providing and laying plain/reinforced cement 5163.55 Sqmt 478.20

concrete lining of M-15 grade in bed, side slopes

and curvature including batching, mixing,

transportingplacing, smoothfinishing, curing

including dewatering where required.(machinary

based without Paver). (b) 10.0 cm thick lining in

8 Providing and filling Asphalt of the approved make 1296.00 Rmt 68.03

and sand in the expansion and contraction joints in

the C.C. lining in cluding clearing the joints with air

Rupees Fourty Nine Lakh Fifity Three Thousand One Hundred Ninty Three and Thirty

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.