Maintenance & Repair Work of Radhanpur Branch Canal from Ch.16.370 km to 24.608 km Slice-2 for Damaged Lining remedial measures for facilitate RBC to Flow at FSL Package-3

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 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:- Maintenance & Repair Work of Radhanpur Branch Canal from

Ch.16.370 km to 24.608 km (Slice-2) for Damaged Lining remedial measures for

facilitate RBC to Flow at FSL.(Package-3)

Item Description of Item Unit Rate in Amount in

Dismantling the C.C. lining including

1 13158.81 disposing off the dismentalled materials as Sqmt. 115.50

directed etc. complete. (A) 10 cm thick lining

1 2803.99 (B )7.5 cm Thick lining Sqmt. 86.50

Trimming of the canal section manually for

preparing sub grade for laying cement

2 15962.80 concrete (C.C.) lining in all sorts of soil and Cum. 72.80

murrum including watering and compacting

bed etc. complete.

Providing and laying plain/reinforced cement

concrete lining of M 15 (MSA 20 mm) in bed,

side slopes and curvature including batching,

mixing, transporting, placing, vibrating,

3 13158.81 smooth finishing, curing including dewatering Sqmt. 601.50

where required. (MACHINERY BASED by

"FLORI" - WITHOUT PAVER MEMBRANE

(A) 15 cm thick lining in Bed / Slope

3 2803.99 (C )7.5 cm thick lining in Bed / Slope Sqmt. 338.80

Providing and laying plain / reinforced cement

concrete lining with concrete of cement, sand

and metal in nominal mix 1:2:4(M-15) in bed,

side slopes and curvature including batching,

mixing, transporting, placing, vibrating,

smooth finishing, curing including dewatering

where required for maintance of canal

5 cm thick lining in bed,side slopes - with

( MACHINARY BASED ,WITH OUT PAVER

) (A) 5 cm thick lining in Bed / Slope

proving & fixing MS welded mesh jali of

mm dia 65mm x 65mm including cutting in

required sizes, fixing in canal prism etc.

complited by Engineer in charge.

Providing & Placing in position reinforcement

bars including cutting, bending, welding joints

5 129.96 where necessary, hooking etc. complete as MT 82019.00

per drawing for all lead and lifts.

(A) TMT-Fe 500 D

Providing and laying vertical non metallic

pressure release valves including excavation

of pits and refilling the same with filter

materials as per design and drawing at

required intervals etc. complete as directed

Earth work in embankment using selected

soil, soft & hard murrum excavated from

approved borrow area / village tanks etc.

Including conveying, spreading in uniform

layers, breaking clods and dressing to the

designed canal section etc. with lead upto

KM m and all lift. (For canals having capacity

beyond 300 Cusec) ( By Machinery )

Compaction of selected soil/hard murrum/soft

murrum in even thickness of 15 to 20 cms

including watering, temping with suitable

hand rammer etc. complete as directed

Providing and filling the polysulphide joint

sealant of the approved make in the

9 7961.78 expansion and contraction joints in the c.c. Rmt 181.20

lining including clearing the joints with air

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

lor preparing the bund after breaking clods as

and where directed for lead up to 200 m & lift

up to 3 m as under (excluding weed cutting).

(d) For canal above 500 Cusecs

Cleaning the slope lining by removing all dirt,

dust, soil etc.deposited on slope lining by

providing labours with necessary equipmet

incluiding disposing the stuff outside the

canal with all lead and lift as directed by

engineer-In-charge

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

(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.

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.