Maintenance and repair of Distributaries D-23 to D-26 and its all minor of Morbi Branch Canal for F.Y. 2026-27

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 construction 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

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 canal work 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 error 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 Division: Executive Engineer, S.B.C. Dn. No. 6/1, Morbi.

Name of Maintenance & Repair of Distributaries D-23 to D-26 and it’s all Minors of Morbi Branch

Work :- Canal for F.Y. 2026-27.

Description of Item Qty. Unit Rate in Amount in

Item No. Rs. Rs.

Earthwork / Back filling with selected earth brought 4032 cum 141.00

from out side borrow area or from excavated useful

1 material incl. watering ramming, Compaction with

pneumatic temping and all lead and lift etc complete.

Dismantalling the C.C. lining including disposing off

2 the dismantled materials as directed etc. complete.

(a) 7.5 cm Lining in Bed & Slope 16462.17 Sq.mt 87.00

(b) 12.5 cm Lining in Bed & Slope 638.45 Sq.mt 145.64

Providing and Laying in position nominal mix 16462.17 Sq.mt 372.43

Plain/Reinforced Cement Concrete Lining of 1:2:4

using cement,sand and crushed aggregate in Bed, Side

Slopes and curvature including batching, mixing,

transporting, placing, vibrating, smooth finishing,

membrane curing (by curing compound only) as

directed with all lead & lift etc. complete including

dressing the bed and trimming the canal section and

minor filling with murrum / earth / soil as per site

condition to correct profile incl.providing bitumen

joints at specified interval (Without Using Paver

Machinaries & without sleepers). For 7.5 cm thick

canal lining in Bed/Slope (Without Using Paver

Machinaries & without sleepers)

Providing and Laying in position nominal mix 665.00 Sq.mt 620.72

Plain/Reinforced Cement Concrete Lining of 1:2:4

using cement,sand and crushed aggregate in Bed, Side

Slopes and curvature including batching, mixing,

transporting, placing, vibrating, smooth finishing,

membrane curing (by curing compound only) as

directed with all lead & lift etc. complete including

dressing the bed and trimming the canal section and

minor filling with murrum / earth / soil as per site

condition to correct profile incl.providing bitumen

joints at specified interval (Without Using Paver

Machinaries & without sleepers). For 12.5 cm thick

canal lining in Bed/Slope (Without Using Paver

Machinaries & without sleepers)

Excavation in all sort of strata and formations incl. 1500.00 cum 83.00

depositing the unuseful excavated stuff as and where

directed incl sorting and stacking useful materials as

directed upto 30 mt lead etc. complete incl.

dewatering. ( Depth 0 TO 3.0 mt )

(For all type canal & foundation trenches of C.D.

works )A) IN OVERBURDEN INCL. HARD

Providing and laying CC 1:2:4 grade using cement, 3.84 cum 4303.00

sand and crushed metal including providing and

erecting necessary form work, centering, vibrating,

smooth finishing, watering and curing as directed with

all leads and lifts etc. complete. (b) Super structures.

Providing, supplying, Lowering, and laying ISI

Standard R.C.C. NP-3 Class pipes in standard lengths

of following Diameter suitable for either collar joints

or rubber ring joints including all taxes, insurance,

transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to Site, and

7 jointing in proper position, grade and alignment at all

level as directed by Engineer-in-charge including all

labour, giving hydraulic testing as per ISI code.

NOTE:- One collar should be supplied with each full

length plain ended RCC pipe, cost included in rates

below. One rubber ring should be supplied with each

full length socketed pipe, cost included in rates below.

Providing and fixing welded wiremesh 1.8 mm x 3105.92 sqmt 85.73

8 65mm x 65 mm with 30 gsm galvanized coating

confirming to IS 280 -2006 as per specification.

Providing and Laying HDPE Geomembrane in bed and 3105.92 sqmt 50.81

slopes of canal at required level below lining as

per drawing and as directed etc. complete. (a)

micron - Type-I For smooth Geomembrane

Providing,cutting,bending,binding and fixing in 2.225 MT 66268.00

position as per drawing.TMT BAR , Fe-415

10 reinforcement for R.C.C. works and anchor bars incl

cost of black annealed 16 to 18 BWG M.S.. Wire

etc.complete with all lead and lift.

Clearing the silt from canal /drain bed by digging the 6030.99 cum 166.00

same to the required bed level and gradient including

depositing the excavated earth regularly on spoil bank

for utilizing the same for preparing the bund after

bracking the clods as and where directed for lead upto

30 mt and lift as under(B) Depth 0 to 3.0 mt

Desilting of various structures of canal and distribution 755.27 cum 296.00

system including depositing the same as directed with

12 all lift and lead for canal syphone,air vent,Turn Out

Kundies etc complete.

Total cost of work Rs.

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