Lining of Main Canal from ch.17072 mt to 33394 mt of D.R.P.

It. Rate in Amount in

specification and reference to book of Quantity Unit

specifications)

1 Clearing the shrubs like Akdas, weeds & 16.71057 Km. 11833.20

other vegetation incl. depositing the same

outside and buring etc. comp. from canal

bed & both slope of banks etc. comp. for

canal & drain. (a) Above 7 Cumec

2 Clearing silt from canal /drain bed by 3186.10 Cmt. 236.70

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

200 m & lift up to 3 m as under (excluding

weed cutting).

(d) For canal above 500 Cusecs..

3 Providing & laying 7.5 cms thick cast in situ 167105.70 Smt. 344.10

C.C. 1:2:4 grade with the use of crushed

aggregates for canal lining works incl. use

of Paver machine, all equipments

scaffolding, centering form work etc. with

finishing as required to the exposed

surface, making asphalt joints as directed

and watering and curing (without sleepers)

with all lead & lifts etc. complete.

4 Earth work in embankment from borrow pits 612.00 Cmt. 71.00

in all sorts of soil and soft murrum or other

suitable strata as directed including

breaking the clods and dressing to the

design sections including cutting the proud

section with lead as under and all lift

including site clearing etc. complete. (A)

For all canal capacity. (a) 0 to 30 Mt.

5 Providing and laying foundation concrete of 274.21 Cmt. 3424.30

proportion as under by using cement, sand

and machine crushed course aggregate

laid in situ including necessary temping,

smooth finishing, watering and curing as

directed with all leads and lifts etc complete.

Total Amount Rs.

Total Amount Rs.

Executive Engineer

Deesa Irrigation Division

Schedule-B Bill of Quantity.xlsx