Restroration work for Radhanpur Branch Canal (slice-1) and Its Distry and Minors due to Heavy Rain Damage-2026

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 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 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. ErrorswillbecorrectedbytheEmployerforanyarithmeticerrorspursuantto

Clause29oftheInstructionstoBidder.

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.

BILLOF QUANTITIES

(Attached Separately)

(A) For Percentage Rate Tender (For upto INR 50 Cr.):

ItemNo Description of Item (with Quantity Unit Rate

brief specification and In Amount

reference to book of figures

specifications)

Dismantling the C.C. lining

including disposing off the

1(a) dismentalled materials as directed 14878.880 sqmt 86.50

etc. complete (A) 7.5 cm thick

1(b) 10.00 cm thik sqmt

Trimming of the canal section

manually for preparing subgrade

for laying cement concrete lining sqmt

in all sorts of soil and murrum

including watering and

compacting bed etc.complete.

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,

3 scaffolding, centering form work 14907.020 344.10

etc, with finishing as required to sqmt

the exposed surface as directed

and watering and curing ( without

sleepers ) with all lead and lifts

Clearing silt from canal /drain bed

by digging the same to the

required bed level and gradiant

incl. depositing the excavated

earth regularly in spoil bank for

4(a) utilising the same for preparing the 5043.730 cum 177.50

bund after breaking clods as and

where directed for lead up to

m & lift up to 3 m as under

(excluding weed cutting). (b) For

canal 20 to 250 Cusecs.

Clearing silt from canal /drain bed

by digging the same to the

required bed level and gradiant

incl. depositing the excavated

earth regularly in spoil bank for

utilising the same for preparing the

bund after breaking clods as and

where directed for lead up to

m & lift up to 3 m as under

(excluding weed cutting).(d) For

canal above 500 Cusecs. (f)

Additional lift of 3.0 mt.

Clearing silt from canal /drain bed

by digging the same to the

required bed level and gradiant

incl. depositing the excavated

earth regularly in spoil bank for

4(c) utilising the same lor preparing the 547.960 cum 147.90

bund after breaking clods as and

where directed for lead up to

m & lift up to 3 m as under

(excluding weed cutting). (d) (a)

For canal below 20 Cusecs.

Earth work in embankment from

borrow pits in all sorts of soil and

soft murrum or other suitable

strata as directed including

5 breaking the clods and dressing to 9777.680 cum 88.00

the design sections including

cutting the proud section with lead

as under and all lift including site

clearing etc. complete.

Compaction of earthwork in

embakment in uniforn layers of

optimum moisture content to

requied dry density including

watering,ramming,manually etc

Excavation for foundation in all

sorts of soil including yellow sandy

gravelly soils ,soft & hard murrum

etc. in dry condition including

depositing the excavated stuff in

uniform layers in banks or as and

where directed etc. complete

forlead up to 500m and all lift. (BY

MACHINERY) Excluding

Dismentalling of RCC work viz.

slab, beam,lintel,barrel,staircase

etc. including removing the steel

8 from the dismentelled portion 76.140 Cum 1514.90

without damage to reinforcement

sorting & stacking of useful and

unuseful material from the

dismentalled materials as directed

under detailed specifications etc.

Providing & laying 10 cms thick

cast in situ C.C. 1:2:4 grade with

the use of crushed aggregates for

canal ling works incl. use of all

equipments, scaffolding,

9 centering form work etc, with 2046.250 sqmt 419.60

finishing as required to the

exposed surface, making asphalt

joints as directed & watering &

curing (without sleepers) with all

lead and lifts etc. complete.

Providing & Laying in position

"DESIGN MIX" cement concrete

using cement sand and crushed

aggregate for C.C./ R.C.C work by

"FLORI" including necessary

formwork, centering, scaffolding,

compaction by vibrator, curing as

directed with all lead & lift etc

complete without dewatering and

excluding the cost of steel

reinforcement. (A) For Footing of

columns/ Abutment/Pier/Bottom

slab of barrel/Plinth

course/Coping/Approach

Slabetc.(c) M15 grade and MSA-

Providing & Laying in position

"DESIGN MIX" cement concrete

using cement sand and crushed

aggregate for C.C./ R.C.C work by

"FLORI" including necessary

formwork, centering, scaffolding,

compaction by vibrator, curing as

11 directed with all lead & lift etc 14.233 Cum 5642.00

complete without dewatering and

excluding the cost of steel

reinforcement. For Column /

Beam / Solid Slab of Road Bridge

/ Barrel / Cutoff wall etc.(q)

Concrete grade M-25 and MSA-20

Providing and laying HYSD/TMT

Fe-415,500D steel bar

reinforcement for R.C.C. works

and anchor bars with providing

binding wires including cutting,

bending, welding, binding in

position, hooking, placing in

position with all leads & lifts etc.

complete.TMT-Fe-500D

Providing and supplying ISI

standard RCC pipes(of sulphate

resisting cement) in standard

length of follows class and

diameter for either collar joints or

rubber ring joints including all

taxes insurances transort

charge,freight charge,octroi,

loading unloading cnveyence to

store stacking10.1 D Class NP3

test pressure 0.7 kg/sq.cm

Providing laying and fixing 20 mm

dia .Grill 22 cms c/c including

necessary openings support, oil

painting with1coat primer and two

coats of approved oil paint etc.

Providing and fixing in position

450 mm wide steps ( for ladder) of

28mm diameter bars at a spacing

15 of 30 cm c/c with M.S. angle frame 9.000 No 386.70

of 40x40x6 mm size including

painting the same with two coats

of oil paint etc. complete.

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 Net Net In words In words

(A)Total Tendered Amount

(B)Rebate on above tendered amount(if any)%(in figure)………………………………

(C)Net Tendered Amount(A-B)(infigure)………………………………