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 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 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 : Repairs to C/Sy of Nihali minor CH. 3048 Mt. Ex- Bhilkhadi Distry.

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

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

No specification and reference to book of y Figures

specifications)

1 Dismentalling the R.C.C. work & disposing off the 21.00 Cmt. 1747.70

stuff including stacking of the useful materials etc.

complete as directed. (a)Light reinforcement.

(Main bar up to 16mm dia.)

2 Dismentaling the existing R.C.C. pipes of the

following diameter including sorting out and

stacking of the useful materials including refilling

the trenches etc. complete as directed. (NP.2

(c) 650 mm to 900mm dia 20.00 Rmt. 873.90

3 Excavation for foundation in all sorts of soil 124.00 Cmt. 314.60

including sandy and gravelly soil, soft murrum

including depositing the excavated stuff as and

where directed including back filling the trenches

with suitable excavated stuff etc. complete for

lead upto 50 & lift as under (mannually without

dewatering) (a) lift upto 1.50 mts

4 Removing of exiting disturbed C.C. Block lining 264.00 Smt. 29.10

including opening of joints, stacking the same and

disposing of stuff as directed etc. complete with all

leads and lifts.

5 Providing and laying Plain/Reinforced cement 145.00 Cmt. 4891.30

concrete of cement, sand and metal(above 12 mm

& up to 20 mm size) in following proportion laid

in situ including centering, shuttering, temping,

smooth finishing, curing etc.complete as directed

for all leads and lifts(Manually With Conventional

Mixer) (iv)1:2:4

6 Providing and placing in position reinforcement 68.25 Qtl 7194.00

bars including cutting, bending welding, joints

where necessary, hooking etc. complete as per

drawing for all lead and lifts.(b) TMT

7 Earthwork in embankment using selected soil, 80.00 Cmt. 82.20

soft & hard murrum excavated from approved

borrow area / village tanks etc including

breaking clods , dressing to the design section

with lead up to 3 km and all lifts.

( By Poclane machinary )

8 Compaction of selected Soil/hard murrum/soft 80.00 Cmt. 10.40

murrum in even thickness of 15 to 20 cms

including watering rolling of suitable capacity etc.

complete as directed.

9 Providing and Laying plain/ reinforced cement 264.00 Smt. 448.2

concrete lining of 1:2:4 praportion(nominal mix)

in bed, side slope and curveture including mixing,

transporting, placing, smooth finishing, curing

including Dewatering where required (Manually

with Conventinal Mixer Without paver)

(c) 10 cm thick lining in Bed & slope (with Water

11 Providing and fixing in position (different 20.00 Rmt 5758.40

diameter) I.S NP3 class reinforced pipe with

caulking the joints with cement mortar 1:1

proportion using jute string soaked in cement

slurry, finishing joints, and laying pipes to the

designed grade and levels, curing etc. complete

for all lead and lifts.

(g) NP3 class 1200mm dia pipe.

12 Providing and fixing in position (different 20.00 Rmt 3590.90

diameter) I.S NP3 class reinforced pipe with

caulking the joints with cement mortar 1:1

proportion using jute string soaked in cement

slurry, finishing joints, and laying pipes to the

designed grade and levels, curing etc. complete

for all lead and lifts.

(e) NP3 class 900 mm dia

Rupees Sixteen lakh Thirteen Thousand Eight Hundred Twenty Rupees and Thirty Paisa

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

Note:-GST as per prevailing rate shall be paid Extra.