Lining of 1R Disty Between Ch.0 to Ch.2.01 km VRB/HR of D.R.P.

It. Rate in

specification and reference to book of Quantity Unit Amount in Rs.

specifications)

1 Jungle clearance of specified category 1.21 Ha. 20708.00

and bushes for canal/dam work as

directed with disposing materials etc.

complete.(Excluding tree of girth above

0.5 Mt.) (b) For Medium dence

2 Clearing the shrubs like Akdas, weeds & 2.00 Km. 8875.00

other vegetation incl. depositing the

same outside and buring etc. comp. from

canal bed & both slope of banks etc.

comp. for canal & drain. (b) 0.56 to

3 Clearing silt from canal /drain bed by 799.03 Cum. 177.50

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).

(b) For canal 20 to 250 Cusecs.

4 Earth work in embankment from borrow 720.00 Cum. 88.00

pits 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. (c) 200 to

5 Removing the damaged precast CC 9137.40 Sq.Mt. 26.20

block lining including breaking the joints,

removing the same sorting and stacking

of useful and unuseful material from the

dismentalled material upto lead of

mt.as directed under detail specification

etc. complete.(a) Up to 7.50cm thick

6 Trimming of the canal section manually 9137.40 Sq.Mt. 104.40

for preparing sub grade for laying

cement concrete (C.C.) lining in all sorts

of soil and murrum including watering

and compacting bed etc. complete.

Schedule-B Bill of Quantity.xlsx

Description of Item (with brief

It. Rate in

specification and reference to book of Quantity Unit Amount in Rs.

specifications)

7 Providing & laying 7.5 cms thick cast in 9137.40 Smt. 344.10

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

crushed aggregates for canal lining

works incl. use of 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.

Total Amount Rs.

Total Amount Rs.

Executive Engineer

Deesa Irrigation Division

Schedule-B Bill of Quantity.xlsx