Raising of compound wall in work shop area Navlakhi

BILL OF QUANTITIES

Sign of Contractor Executive Engineer ( C )

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 forbidding. 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

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

mentioned in this contract.

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

Clause29 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.

Sign of Contractor Executive Engineer ( C )

BILL OF QUANTITIES

Name of work: Raising of compound wall work shop area Navlakhi.

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

Description of Item (with brief

specification and reference to Quantity Unit Amount

book of specifications)

Excavation for foundation upto

1.5m depth including sorting out

and stacking of useful materials

1 and disposing of the excavated 33.06 cum 210.10

stuff upto 50 metre lead.

(A) Loose or soft soil

Demolition of RCC work including

stacking of serviceable materials

2 and disposal of unserviceable 297.00 #REF! 1398.10

materials with all lead and lift.(

using pneumatic breaker)

Demolition of brick work and

stone masonary including stacking

of serviceable materials and

disposal of unserviceable

materials with all lead and lift.

( i i ) In cement mortar

Supplying & stacking river silt or

4 good earth of approved quality at 4.56 cum 203.00

Providing and Laying RCC 1:2:4 (1

cement :2 coarse sand : 4 crushed

stone aggregate 20mm nominal

size) and curing complete

5 excluding the cost of 33.00 cum 6231.30

reinforcement but including cost

of form work in.

coping/foundation/plinth beams

Brick work using common burnt

clay building bricks having

crushing strength not less than

kg/sq.cm. in foundation and plinth

in C.M.1:6 (1cement:6 fine sand)

conventional bricks

20mm cement plaster in two coats

with underlayer 12mm in C M 1:3

(1 cement : 3 coarse sand) and top

layer 8mm in C M 1:3 (1 cement :

coarse sand) finish rough with

sponge and curing etc.( For

exterior plastering upto 10m

height above G L)

Providing and Layig interlocking

cement concrete paver blocks

Sign of Contractor Executive Engineer ( C )

120mm thick of M55 grade of

approved make and shape

including leveling the base with

50mm thick sand bedding, laying

the paver blocks in pattern as

directed by the EIC, filling the

joints with sand including

watering, rolling and compacting

with appropriate tools and plants,

all conveyance including loading,

unloading of blocks etc.complete

in all respect.

Supplying, bending, hooking and

binding thermomechanically

treated (TMT) corrosion resistant

Fe-415 grade bar reinforcement

including placing in position etc.

complete upto floor two level.

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 made.

2 The labour cess will be deducted as per prevailing rulesi.e.1%oftheworkdone.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

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/CDate:11/05/2017as 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.

Sign of Contractor Executive Engineer ( C )