Strengthening work of Rajpura Branch Canal (Ch. 34.800 km to Ch. 42.450 km), Nanichandur, Sipur and Taranagar Distributaries & its Minors of Rajpura Branch Canal for the Year 2025-26

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 constructionalplant,

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. )

Name Of Work :-Strengthening work of Rajpura Branch Canal (Ch. 34.800 km to Ch. 42.450 km),

Nanichandur, Sipur and Taranagar Distributaries & its Minors of Rajpura Branch Canal for the Year

Sr.No. Item of work Unit Qty Rate (Rs.) Amount (Rs.)

Dismantling the C.C. lining

including disposing off the sq

dismentalled materials as directed

Providing and laying HYSD/TMT

Fe-415,500D steel bar

reinforcement for R.C.C. works

and anchor bars with providing

2 2 binding wires including cutting, MT 0.800 71366.00

bending, welding, binding in

position, hooking, placing in

position with all leads & lifts etc.

complete.(c) TMT Fe-500D

Providing and laying 7.5 cms

thick cast in situ cement concrete

1:2:4 grade with the use of

crushed aggregates for canal

lining works including use of all

equipments, scaffolding, centering

3 3 form work etc, with finishing as 10814.000 379.00

required to the exposed

surface,making asphalt joints as

directed and watering and curing (

without sleepers ) with all lead

and lifts etc. comp.(Including

Preparing Sub grade for lining)

Providing and laying 7.0 cms thick

cast in situ cement concrete 1:2:4

grade with the use of crushed

aggregates for canal lining works

including use of all equipments,

scaffolding, centering form work

4 4 etc, with finishing as required to m2 14645.000 365.00

the exposed surface,making

asphalt joints as directed and

watering and curing ( without

sleepers ) with all lead and lifts etc.

comp.(Including Preparing Sub

grade for lining)

Providing and laying micro-

concrete of Microkrete or

equivalent from approved

5 5 manufacturer in line and level to m2 194.000 408.00

match with exixting layer, curing

excluding form work etc complete

as directed. (10 mm thick)

Proving & fixing MS welded mesh

jali of 2.8 mm dia 65mm x 65mm

6 6 including cutting in required sizes, m2 8441.000 142.00

fixing in canal prism etc. complited

by Engineer in charge.

Providing and Laying HDPE Liner

of 750 micron in bed and slopes of

7 7 canal at required level below lining m2 8441.000 185.00

as per drawing and as directed etc.

Providing and laying CC 1:2:4

grade using cement, sand and

crushed metal incuding providing

and erecting necessary form work,

centering,vibrating, smooth

finishing,watering and curing as

directed with all leads and lifts etc

complete. (a) Sub structures

Excavation in all sorts of soil

(including wet and slushy

condition of soil) with yellow,

sandy, gravelly soil including soft

murrum & H.M. including sorting

& stacking and depositing the

9 9 excavated stuff in uniform layers m3 170.000 79.00

as and where directed upto lead of

30 m and lift as shown below

including clearing the site etc.

compute (including dewatering)

(B) For foundation trenches of

C.D. work (a) 0 to 3 Mt. depth

Backfilling with selected earth

including remaining consolidation

10 10 including watering with lead as m3 60.000 67.00

under and all lifts etc. completed

Providing and laying RCC 1:1.5:3

grade by using cement, sand and

crushed metal for different items

like copping work, pier cap,

abutment cap, Wearing coat, Skin

concrete, Solid slab upto 60 cm.

thick, Barrel of canal syphons,

barrel of R.C.C. through, & beams

for foundation and super structure

as per approved design including

providing necessary centering,

shuttering and form work,

vibrating, smooth finishing,

watering and curing as directed

with all leads and lifts etc.

TOTAL COST IN RS. Rs.

I/We am/are willing to carry out the work at… ...................... % above/belows 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

(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.: CE(QC)/PB/Mix Design/04/2024 Date:20/01/2024 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.