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 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 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 : Improvement of Existing Irrigation Infrastructure works on on 4R. S/Mr Of

Palsana Distry in the Jurisdiction of ENA Piyat sahakari mandli, ENA .

(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 Figure

specifications) s

1 Removing of exiting disturbed C.C. Block lining

including opening of joints, stacking the same and

disposing of stuff as directed etc. complete with all

leads and lifts.

2 Clearing the borrow area including thin jungle

cutting and removing trees upto 0.5 m girth,bushes, 1.05 Ha 2887.99

shrubs etc. complete

3 Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft and hard

murrum etc. dry condition including depositing the

excavated stuff in uniform layers in banks or as

directed etc. complete for lead up to 1.0 km and lift.(

By machinery)( a ) Above water table

4 Providing and laying plain/ reinforced Design Mix

cement concrete of various grade with cement, sand

and coarse aggregates including centering, shuttering,

batching, mixing, transporting, placing, vibrating,

smooth finishing, curing etc. complete for all lead 25.00 Cumt 4380.90

and lift.(Batching Plant based, Including dewatering)

Raft, Bottom slab of barel, footing of columns, piers,

abutment and bottom slab of sump etc. ( i ) M-15

5 Earthwork in embankment using selected soil,soft

& hard murrum excavated from approved borrow

area / village tanks etc including breaking clods , 1773.00 Cumt 82.20

dressing to the design section with lead up to

Kilometer and all lifts. (By poclane machinary)

6 Compaction of Earthwork in embankment in layers

of 15 to 20 cms at requisite moisture content o

required dry density not less then 85% of

corresponding proctor maximum dry density

including watering rolling of suitable type of roller

7 Providing and laying plain / Reinforced cement

concrete lining of M-15 grade in bed, side slope and

curveture including batching mixing transporting,

placing, smooth finishing, curing including

dewatering where required (machinery based without

paver) (a) 7.5 cm thick lining in bed & Slope

8 Providing and fixing in position (different diameter)

NP2 R.C.C pipe with collar including filling and

caulking the joints with cement mortar 1:1 30.00 Rmt 627.30

proportion, finishing, curing etc. complete for all lead

and lifts. ( b) Np2 300 mm dia Pipe

9 Provinding and fixing in position vertical steel out let

Gate including fabrication, cutting, welding and two

coats oil paint and one coat red oxide(Prime coat),

greasing etc. Rate for one gate(size 0.45 x 1.00m)

10 Providing and Filling Asphalt of the approved make 2510.00 Rmt 68.03

and sand in the expansion and contraction joints in

the c.c.lining including clearing the joints with air

11 Providing videogrphy on the occasion of function or

for ongoing construction work including dubbing 4HRS

,titling etc. complete including cost of cassate/CD

.(b) upto 4 hours

12 Providing & Fixing in position Signboard of

standard size of 1.20 x 0.90 meter with M.S angle

40mmx40mmx6mm with 3mm thick iron plate

including fixing in 1:5:10 proportion concrete block

size 40 cmx40cmx75cm including painting existing

data on the board etc.

Rupees Thirty Seven Lakh Twenty Two Thousand Eight Hundred Ninety six and Paise

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.

(B) For Item Rate Tender (Above to INR 50 Cr. ) :

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

No specification and reference to book of (Without GST)

specifications) Figures In Words

(A) Total Tendered Amount

(B) Rebate on above tendered amount (if any) % (in figure) ………………………………

(C)Net Tendered Amount (A-B) (in figure) ………………………………

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

asdirected by the Engineer-In-Charge for which no extra payment shall be made.

2 Thelabourcesswillbe deductedasperprevailingrulesi.e.1%ofthework done.

3 GSTandIncometaxTDSwillbedeductedatasourcewhilemakingpaymentsof bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt.G.R.:PRC-10/2017CementConsumption/16/CDate:11/05/2017asstatedin

S.O.R.thereforeinR.C.C.itemswherethereisachangeasperactualmixdesignthecost

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.