ERM work of Link Canal of GBC of DRP

It. Rate in Amount in

specification and reference to book of Quantity Unit

specifications)

1 Jungle clearance of specified category 0.180 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) Medium Dence

2 Cleaning the slope of dam within the 2249.000 Smt. 3.40

dam boudary by removing the bushes,

shrubs, girth and small trees including

depositing the materials as and where

directed up to 50 mt. lead and all lift etc.

3 Removing lime or cement Plaster 44.390 Smt. 53.20

including racking out joints 20 mm deep

4 Clearing silt from canal /drain bed by 202.800 Cmt 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.

5 Excavation in all sorts of soil (including 158.40 Cum 79.00

wet and slushy condition of soil) with

yellow, sandy, gravelly soil including soft

murrum & H.M. including sorting &

stacking and depositing the excavated

stuff in uniform layers as and where

directed upto lead of 30 m and lift as

shown below including clearing the site

etc. compute (including dewatering). (A)

for all canal capacity

(a) 0 to 3 Mt. depth

6 Dismentalling masonary in lime or 1.900 Cum 497.20

cement & stacking of useful and

unuseful material from the dismentalled

materials as directed under detailed

specification etc. comp. (b) Brick

Description of Item (with brief

It. Rate in Amount in

specification and reference to book of Quantity Unit

specifications)

7 Providing and laying CC 1:2:4 grade 316.800 Cum 4873.40

using cement, sand and crushed metal

incuding providing and erecting

necessary form work, centering,

vibrating, smooth finishing,watering and

curing as directed with all leads and lifts

etc complete. (a) Sub structures

8 Providing and laying 7.5 cms thick cast 3217.000 Smt. 344.10

in situ cement concrete 1:2:4 grade with

the use of crushed aggregates for canal

lining works including 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 and lifts

etc. comp.

9 Providing cement plaster of cement & 44.390 Smt. 196.80

sand to brick masonary including racking

out joint with scaffolding finishing

watering curing etc. complete.(b) 12 mm

thick C.M. 1:3

10 Earth work in embankment for strenthing 17.600 Cum 88.00

of banks from borrow 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)

Total Amount Rs.

Total Amount Rs.

Executive Engineer

Deesa Irrigation Division