Kakrapar Project

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

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

It. Description of Item (with brief Specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) Figures

Clearing and grubbing road land including uprooting

rank vegetation, grass bushes, shrubs, saplings and

1 trees girth up to 300 mm removal of stumps of trees 0.30 Hect. 28455.09

cut earlier and disposal of unserviceable materials.(c)

By mechanical means in area of light jungle.

Earthwork for embankment including breaking clods,

dressing with all lead and lift (excluding watering and

lead consolidation) (C) From Borrow area within

Box cutting the road surface to proper slope and

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed upto 50Mt.lead.

Providing and laying Granular Sub Base Grade I by

providing course graded material conforming to Table

400-2 of MOST specification of grading I,using

4 material combination of crushed aggregate, stone dust 630.00 Cmt 1268.56

etc. as required gradation including

spreading,watering & consolidation by vibratory

roller in grade and camber as directed.

Consructing of granular sub-base Gr-II by providing

course graded B.T. machine crushed material

satisfying MOST specification of grading II including

5 spreading in uniform layer with motor grader on 585.00 Cmt 1244.32

prepared surface, mixing by mix in place method with

rotavator at OMC and compacting with vibratory

roller to achieve the desired density etc. complete.

Providing and laying speading and compacting graded

stone aggregate to Wet Mix Macadam(WMM) in

two layer as per specification and drawing including

premixing the Material with water at OMC in

6 mechanical mix plant carriage by tipper to site,laying 540.00 Cmt 1345.32

in unifrom layer in sub-base/base course on well

prepare surface and compacting with vibrator rollar to

achive the desired density as per MORTH fifth

revision clause-406.

Providing and applying evenly Priming coat with

emulsion asphalt at the rate of 7.50 Kg/ 10 Sq.m on

7 road surface using emulsion SS-1 (Hincol Made) 3600.00 Smt 46.86

pressure spreayer etc. complete including the cost of

Providing & laying bituminious base course

mm thick compacted in Single layer asphalt VG-30

grade at 1.99 % by weight of mix for mixing and

kg/10 smt VG-30 grade Asphalt for tack coat & using

B.T. chips of required gradation including cleaning

and heating asphalt, premix material by drum mix

8 process in proper gradation and laying with paver 270.00 MT 2582.57

finisher including rolling and consolidation with 8-10

tonne vibratory roller and providing all material

equipment, tools, and plants, fire wood, oil, kerosene

labour charges etc. complete using contractor's own

machinaries, drum mix plant and paver finisher etc.

Providing, laying 25mm thick compacted bituminous

carpet considering 0.66 cmt./10Smt. Stone chips for

one M.ton as per specification, using the asphalt at

rate 33.60 Kg/M.ton (i.e. 3.36% by weight of total

mix)(VG-30) and asphalt for tack coat at rate 2.5 Kg/

10sq.mt VG-30. including heating and mixing the

9 asphalt and stone aggregates by continuous batching 189.00 MT 3243.11

of drum mix plant and transporting and spreading the

same by paver finisher and consoli-dation with

vibratory roller with necessary equipments oil,

kerosene,fire wood labour charges etc comp.with

contractor's own machineries and equipment tools etc.

complete in accordance with the requirement.

Providing and laying seal coat with B.T. aggregate

as specified using aggregate at the rate of

Cu.mt./10 Sq. mt. and bitumen grade VG-30 for

mixing with aggregate at the rate of 4.50 % i.e.

Kg. / M.T including heating & mixing in hot / drum

10 mix plant & transporting & sreading the same by 97.00 MT 3579.44

paver finisher & consolidation with vibratory roller

incl. necessary firewoood, oil, lubricants, labour

charges etc. using contractor's own drum mix plant,

machineries & equipment, tools etc. complete in

accordance with the requirement of specification.

Providing and laying asphalt painting on B.T. surface

with bitumen VG-30 at rate of 5 Kg/10 sqmt. of

bitumen and spreading stone dust on painting surface

at the rate of 0.03 Cu.mt /10 Sqmt.

Supplying and spreading hard murram inside

shoulders of canal roads.

Providing and fixing guard stone as per I.R.C. type

design including white washing etc. complete.(ii)

13 Fixing in C.C. 1:5:10 481.00 Nos. 350.80

Providing & fixing in position sign board of standard

size of 1.20m x 0.90m with M.Sangle 40mm x 40mm

x 6mm with 3mm thick iron plate including fixing in

1:5:10 prop. Concrete block size 40cmx40cmx75cm

including painting existing data on the board etc.

complete as directed.

Rupees Forty-Eight Lacs Sixty Nine Thousand Three hundred Ninety Four and Paisa Twenty Four Only

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 asunder.

Estimated amount put to tender -: Rs. 4869394.24 Estimated amount put to tender -: Rs.

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

3 GSTandIncometaxTDSwillbedeductedatsourcewhilemakingpaymentsofbills

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

G.R.NO: MIS102010/17/K1 Date:30/7/2018 as 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.