Sardar Sarovar Narmada Nigam Limited

No. figures

Jungle clearance of Specified category and

bushed for canal/dam work as directed with

depositing material etc. complete. (Excluding

1 tress of girth above 0.5mt) A ) upto 2-Year-Old

(b) For Medium Dense

(A) For Distributary 408381.00 Sqmt. 2

(B) For Minor 465227.00 Sqmt. 2

Cleaning the canal bed and both sid slope (in

muddy condition) scrapping out the shovel,

pine, luies, kadusalo and other vegetation by

means of manual including silt and depositing

2 the same up to lead of 30mt and all lift etc

(A) For Distributary 429547.00 Sqmt. 4.4

(B) For Minor 983551.00 Sqmt. 4.4

soil, soft & hard murrum excavated from

approved borrow area / village tanks etc.

3 Including royalty charges, conveying, 2328.00 Cum. 116.31

spreading in uniform layers, breaking clods

and dressing to the designed canal section etc.

with lead upto 5 km and all lift .

Compaction of earth work in embankment in

uniform layers at optimum moisture content

4 to required dry density including watering 2328.00 Cum. 7.66

with hand compaction etc. complete. (as and

where required)

Excavation of canal side gutter in all sorts of

soil including soft and hard murrum including

depositing the excavated stuff in uniform

layers in canal banks or as and where directed

etc complete in varying lead upto 500 m and

with all lifts. (A) Above Water table

Excavation for foundation in all sorts of soil

including yellow sandy gravelly soil, soft &

hard murrum etc. including depositing the

excavated stuff in uniform layers in banks or

as and where directed etc. complete for lead

upto 1 km and all lift. (By machinery)

"Dismantaling the existing cement concrete

including shoring out the dismantalled stuff

and stacking the useful material and removing

the debris and making good the damage etc.

comp as and where directed

"Dismentalling the existing brick masonry

including sorting out and satacking the useful

materials and renoving the debries and

making good the damage etc. complete as

directed. (Cement Mortar)

Dismentalling the existing foundation

concrete including the dismentalled stuff

including sorting out and staking the useful

materials and removing the debries and

making good the damage etc. complete as

Dismentalling the existing R.C.C.pipes

including sorting out and stacking of the useful

materials of the following diameter including

refilling the tranches etc. complete as

(c) 650 mm to 900 mm dia.

Trimming of the canal section manually for

preparing sub grade for laying cement con

Trimming of the canal section manually for

preparing sub grade for laying cement

concrete (C.C.) lining in all sorts of soil and

murrum including watering and compacting

11 bed etc. complete. stacking the useful

material including refilling the trench etc.

comp. crete (C.C.) lining in all sorts of soil and

murrum including watering and compacting

bed etc. complete. stacking the useful

material including refilling the trench etc.

Providing & Placing in position reinforcement

12 bars including cutting, bending, welding joints 15.09 MT 64957.50

where necessary, hooking etc. complete as per

drawing for all lead and lifts. (b) TMT

Providing and laying HDPE Liner of 500 micron 4102.75 Sqmt 96.60

13 in bed and slopes of canal at requied level below

lining as directed etc. Complete.

Providing and fixing MS welded Mesh jali of

mm Dia 100mm x 100mm including cutting in 4102.75 Sqmt 135.30

required sizes, fixing in canal prism etc.

completed as directed by Engineer in charge.

Providing and laying plain/ reinforced cement

concrete lining of M-15 grade in bed, side

slopes and curvature including batching, 25067.52 Sqmt 367.50

mixing, transporting, placing, vibrating,

smooth finishing, curing including dewatering

where required.

Clearing the silt / debris from the pipe type Csy. 334.95 Cum 895.45

16 / Box type Csy/ pipe drain / drainage Syphon

for drain / canal by digging the same including

depositing the excavated earth debris etc. for all

lead and lift. (B) For Slushy & muddy condition

( Up to 900 mm dia pipe) For Canal

Syphon,Well/Chamber ( Inci.pipe)

Providing & laying plain / rainforced ordinary

portland cement concrete of various grade

with cement, sand, and coarse aggregates

including centering, shuttering, batching,

mixing, transporting, placing, vibrating,

17 smooth finishing, curing etc. complete.

(MANUALLY WITH CONVENTIONAL MIXER)

(EXCLUDING DEWATERING) (B) Raft, Bottom

slab of barrel, bottom slab of sump, approach

slab and chute floor slab, etc.(i) M 15 grade

(Cement level 300 Kg)

Providing and fixing in position (different

diameter) I.S NP3 class reinforced pipe with

ca Providing and fixing in position (different

diameter) I.S NP3 class reinforced pipe with

caulking the joints with cement mortar 1:1

proportion using jute string soaked in cement

slurry, finishing joints, and laying pipes to the

designed grade and levels, curing etc.

complete for all lead and lifts. ulking the joints

with cement mortar 1:1 proportion using jute

18 string soaked in cement slurry, finishing joints,

and laying pipes to the designed grade and

levels, curing etc. complete for all lead and

(b) NP3 class 450 mm dia pipe. 37.50 m 1337.60

(c) NP3 class 750 mm dia pipe. 22.50 m 3016.30

(d) NP3 class 900 mm dia pipe. 50.00 m 4016.20

(e) NP3 class 1200 mm dia pipe. 15.00 m 6246.55

Scrapping out the old plaster & cleaning the

19 surface including raking out the joints 20 mm

deep etc Comp.

Providing waterproof cement plaster 20mm

thick in cement mortar 1:3 proportion with

one kilogram of waterproofing material per 1934.94 Sqmt 294.00

bag (50Kg) of cement including cleaning the

surface, neat finishing,curing scaffoldong

etc.complete for all leads and lifts.

Back filling the foundation trenches around

stuff including watering, ramming,

compacting etc. complete.

Providing and fixing steel grill over canal

syphon well of angle size 75mm x 60mm x

mm outer side, MS bars 20mm dia supported 54.66 2225.45

on flats of size 50mm x 10mm with hinges (

total steel weight about 32 kg per m2 ) as

directed etc. complete as per drawing.

Providing and fixing in position 450 mm wide

steps (for ladder) of 28mm diameter bars at a

23 spacing of 30cm c/c with M.S. angle frame of No.

40x40x6 mm size including painting the same

with two coats of oil paint etc. complete.

Dewatering the foundation trenches during

excavation of canals, drains, foundation

tranches, concrete, masonary etc. till

completion and diversion of surface and sub 336.00 HP/Hr 45.8

surface water by using pumps of suitable

capacity either diesel or electrical driven

including cost of labour, pipelines etc. for

delivery distance beyond 50 meters.

Total Amount Rs.

Total Amount Rs.