Providing lining, Raising wall and Repairing Work at Various Chainage of 8L Distry and Katra Minor of 8L Distry of GBC of DRP.

It. Rate in Amount in

specification and reference to book of Quantity Unit

specifications)

1 Jungle clearance of specified category 1.09 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 silt from canal /drain bed by 1098.00 Cum. 147.90

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).(a) For canal below 20 Cusecs.

3 Dismentalling the existing R.C.C. pipe 20.00 Rmt. 363.50

including sorting out and stacking of the

useful materials pipes up to lead 200mt

as directed under the specification.(450

mm to 600 mm diametre)

4 Dismentalling masonary in lime or 7.00 Cum. 497.20

cement & stacking of useful and

unuseful material from the dismentalled

materials as directed under detailed

specification etc. comp. (b) Brick

5 Removing lime or cement Plaster 20.00 Smt. 53.20

including racking out joints 20 mm deep

6 Excavation in all sorts of soil (Including 126.00 Cum. 79.00

wet and slushy conditoin of soil ) with

yellow, sandy, gravelly soil including

soft murrum and H.M. including

stracking and depositing the

excavated stuff in uniform layers as

and where directed up to lead 30 mt.

and lift as shown below including

clearing the site etc complete (including

dewatering) (B) for foundation trenches

of C.D.works (a) 0.0 to 3.0 Mt

7 Providing and laying foundation concrete 5.00 Cum. 3424.30

of 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. (a) PCC

Schedule-B Bill of Quantity.xlsx

Description of Item (with brief

It. Rate in Amount in

specification and reference to book of Quantity Unit

specifications)

8 Providing and laying CC 1:2:4 grade 120.00 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 (NG

SOR 2024-25 Ch.No.5 Section C Item

9 providing diversion of road during 0.02 KM 786499.11

construction and maintenance of the

same till completion of structure

including red signal.(a) Cart track or V.R.

10 Providing and laying mild steel bar 0.18 MT 54256.00

reinforcement for R.C.C.works and

anchor bars with providing binding wires

including cutting,bending,

welding,binding in position, hooking.

placing in position with all leads and lifts

etc.complete.

11 Providing and laying 5 cms thick cast in 14364.00 Smt. 275.50

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 as directed and

watering and curing ( without sleepers )

with all lead and lifts etc. comp.

12 Providing Epory Plaster 6 to 8mm avg. 20.00 Smt. 2116.20

thickness incl. filling of all pot-holes/

ditches with epoxy mortar upto required

depth by using resin, hardner &

aggregates confirming 1.S.9162 in

proportion 0.7:0.3:6.5 by weight on

exposed damaged, old & rough surlace

of spillway with proper application of

necessary primer coat of resign and

hardner in proportion 2:1 by weight

confirming l.S. 9197 to give proper bond

between old surface & epory plaster incl.

necessary cleaning, cheeping of old

surface of existing concrete incl.

scaffolding, tool bars for job with all

labour incl. all lifts etc complete.

Schedule-B Bill of Quantity.xlsx

Description of Item (with brief

It. Rate in Amount in

specification and reference to book of Quantity Unit

specifications)

13 Providing, Supplying, Laying & Fixing in 7.50 Rmt. 1248.70

position under ground RCC hume pipe

of NP2 class as per ISI Standard

specification of prescribed diametre incl.

filling the joints & with providing

necessary collars with cement mortar of

Proportion CM 1:1 inclusive of testing for

leakage and working pressure as

directed with all cost of Materials &

Labour for all leads and lifts etc

complete.(b) 600 mm dia

14 Providing, Supplying, Laying & Fixing in 15.00 Rmt. 979.80

position under ground RCC hume pipe

of NP2 class as per ISI Standard

specification of prescribed diametre incl.

filling the joints & with providing

necessary collars with cement mortar of

Proportion CM 1:1 inclusive of testing for

leakage and working pressure as

directed with all cost of Materials &

Labour for all leads and lifts etc

complete.(b) 450 mm dia

15 Earth work in embankment for strenthing 90.00 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

Schedule-B Bill of Quantity.xlsx