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 : Name of Work: Improvement of Existing Irrigation Infrastructure

works on 2L S/Mr betn Ch.1360 to 3048 mt Ex.Kareli minor.

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

Description of Item (with brief

specification and reference to book of Quantity Unit Amount

specifications)

Dismentalling the existing Brick Masonary

including sorting out and stacking the useful

1 materials and removing the debries and making 12.00 Cum 757.40

good the damage etc. complete as directed.(b) in

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

following diameter including sorting out and

2 stacking of the useful materials including refilling 18.00 Rmt 349.50

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

pipes) (a) 225 mm to 400 mm dia.

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.

Clearing the borrow area including thin jungle

4 cutting and removing trees upto 0.5 m 2.95 Ha 2887.99

girth,bushes, shrubs etc. complete

Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft and

hard murrum etc. dry condition including

5 depositing the excavated stuff in uniform layers 16.00 Cum 81.50

in banks or as directed etc. complete for lead up

to 1.0 km and lift.( By machinery)( a ) Above

Providing and laying Plain/Reinforced cement

concrete of cement, sand and metal (20 mm to

mm size) in following proportion laid in situ

6 including centering, shuttering, temping, smooth 15.00 Cum 4943.90

finishing, curing etc. complete as directed for all

leads and lifts.(Manually With Conventional

Mixer) (iv) 1:2:4

Earthwork in embankment using selected soil

,soft & hard murrum excavated from approved

borrow area/village tanks etc. including breaking

clods,dressing to the design section with lead

upto 2.0 kilometer and all lifts.(By poclane

Compaction of selected soil/ hardmurrum/ soft

murrum in even thickness of 15 to 20cms

including watering rolling of suitable capacity

etc. complete as directed.

9 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)

10 Providing and fixing in position (different

diameter) NP2 R.C.C pipe with collar including

filling and caulking the joints with cement 18.00 Rmt. 627.30

mortar 1:1 proportion, finishing, curing etc.

complete for all lead and lifts.

11 Providing and Fixing in position vertical Steel out

late Gate including fabrication, cutting, welding

and two coat oil paint and one coat red oxide

(Prime coat), greasing ect. Complete as per

drawing or as directed. Rate for one gate (Size

12 Providing and Filling Asphalt of the approved

make and sand in the expansion and contraction

joints in the c.c.lining including clearing the 3430.00 Rmt. 68.03

joints with air water jet.

13 Providing videography on the occasion of

function or for ongoing construction work 4hr/

including dubbing, titling etc. complete including D

cost of cassate/CD. (b) up to 4 hours

14 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 1.00 No 3011.30

block size 40 cmx40cmx75cm including painting

existing data on the board etc. complete as

Rupees Forty Nine lakh Thirty Eight Thousand Five Hundred Ninety Nine Paise Sixty

I/We am/are willing to carry out the work at .......................... % above/below percent (Should

be written in figures and words) of the Estimated amount put to tender

estimated rate mentioned above. Amount

of my /our tender works out as

under.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 (For above INR 50 Cr.):

Item Description of Item Quantity Unit Rate Amount

No (with brief specification

and reference to book of In In

specifications) figures 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 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 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/C Date:11/05/2017 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.

Deputy Executive Engineer Executive Engineer

Surat Canal Sub Division No.2 Surat Canal Division