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 : Improvement of Existing Lining works on 4R sub Minor Betn

400mt to 1765mt & 4R-A Sub Minor betn 1162mt to 1372 mt Ex 4R

Sub Minor Ex Chalthan Br.

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

Description of Item (with brief

specification and reference to book of Quantity Unit Amount

specifications)

Clearing the borrow area including thin

1 jungle cutting and removing trees up to 0.5 1.93 Ha 2887.99

m girth, bushes, shrubs etc. complete

Dismantling the existing Brick Masonry

including sorting out and stacking the useful

2 materials and removing the debries and 29.00 Cum 757.40

making good the damage etc. complete as

directed.(b) in cement mortar.

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 pipes)( c)650 mm to 900 mm

Removing of exiting disturbed C.C. Block

lining including opening of oints, stacking

the same and disposing of stuff as directed

etc. complete with all leads and lifts.

Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft

and hard murrum etc. dry condition

5 including depositing the excavated stuff in 238.00 Cum 81.50

uniform layers in banks or as directed etc.

complete for lead up to 1.0 km and lift.( By

machinery)( a ) Above water table

Earthwork in embankment using selected

soil,soft & hard murrum excavated from

approved borrow area / village tanks etc

6 including breaking clods , dressing to the 4235.00 Cum 82.20

design section with lead up to

Kilometer and all lifts. (By poclane

Compaction of selected soil/ hardmurrum/

soft murrum in even thickness of 15 to

cms including watering rolling of suitable

capacity etc. complete as directed.

Providing and laying Plain/Reinforced

cement concrete of cement,sand and metal

(20mm to 25mm 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)

9 Providing & placing in position

reinforcement bars including cutting,

bending , welding joints where necessary 29.00 Qtl 7194.00

hooking etc. complete as per drawing for

all leads & lifts b) TMT

10 Providing and laying plain / Reinforced

cement concrete lining of M-15 grade in

bed, side slope and curveture including

batching mixing transporting, placing, 7461.00 sqm

smooth finishing, curing including

dewatering where required (machinery

based without paver)

11 Providing and Filling Asphalt of the

approved make and sand in the expansion

and contraction joints in the c.c.lining 2491.00 Rmt. 68.03

including clearing the joints with air water

12 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 proportion, finishing,

curing etc. complete for all lead and lifts. g)

NP2 class 900mm dia pipe.

13 Providing and fixing position M.S. Plainbars

of 16 mm dia. Round bar as a leader in Kundi 36.00 Nos 130.10

including Painting etc. complete.(For Step)

14 Providing and fixing Steel Grill over canal

syphon well as directed etc. complete. As per 130.00 Kg 63.76

15 Manufacture, supply and erection of vertical

gate consisting gate leaf, stiffeners, rubber

seal, embended parts as shown irr. Drawings

including cost of material, fabrication,

painting, erection in position wwith all

accessories second stage concreting etc.

complete as per drawing and specifications.

Rupees Fourty Four Lakh Seventy Four Thousand Two Hundred Ninety Seven Paise Sixty Eight 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 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 (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