Sardar Sarovar Narmada Nigam Limited

Name of work:- Cleaning, Maintenance and Repair work of Distributary and Minor Canals under Block

No.6I for the year 2026-27.

BILLOF QUANTITIES

(A) PercentageRateTender(UptoINR50Cr.)

Sr. DESCRIPTION OF ITEM Qty Unit Rate Amount

1 Jungle clearance of Specified category and bushed

for canal/dam work as directed with depositing

material etc complete. (Excluding tress of girth

above 0.5mt) A ) upto 2 Year Old (b) For Medium

A) Distry Outer 140637.50 Sqmt 2.00

B) Minor Outer 171810.00 Sqmt 2.00

2 Cleaning the canal bed and both side slope (in

muddy condition) scrapping out the shovel, pine,

luies, kadusalo and other vegetation by means of

manual including silt and depositing the same up to

lead of 30mt and all lift ect complete.

A) Distry inner 126406.48 Sqmt 4.40

b) Minor inner 160540.21 Sqmt 4.40

3 Earth work in embankment using selected soil, soft & 5595.96 Cum. 116.31

hard murrum excavated from approved borrow area

/ village tanks etc. Including royalty charges,

conveying, spreading in uniform layers, breaking

clods and dressing to the designed canal section etc.

with lead upto 5 km and all lift .(For canals having

capacity beyond 8.5 cumecs)

4 Compaction of earth work in embankment in uniform 5595.96 Cum. 7.66

layers at optimum moisture content to required dry

density including watering with hand compaction

etc. complete. (as and where required)

5 Dismantalling the C.C. lining including including 13199.37 Sqmt 43.63

disposing off the dismentalled materials as directed

(a) 7.50 cm thick

6 Trimming of the canal section manually for preparing 13466.72 Sqmt 44.38

sub grade for laying cement concrete (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. comp.

7 Providing and laying HDPE Liner of 500 micron in 12498.50 Sqmt 96.60

bed and slopes of canal at requied level below lining

as directed etc. Complete.

8 Providing and fixing MS welded Mesh jali of 2.8 mm 5252.92 Sqmt 136.20

Dia 65mm x 65mm including cutting in required

sizes, fixing in canal prism etc. completed as directed

by Engineer in charge.

9 Providing and laying plain/reinforced cement

concrete lining of M-15 grade in bed, side slopes and

curvature including batching, Mxing, transporting

placing, smooth finishing, curing including

dewatering where required.(machinary based

without Paver).

(A)7.5cm thick lining in Bed & slope with water 13466.72 Sqmt 367.50

curing(Cement level-300 kg)

(B) 5.0 cm thick lining in bed and Slope (With water 7483.50 Sqmt 286.21

curing) (Cement level-300 kg)

10 Excavation for foundation in all sorts of soil including 278.50 Cum. 74.55

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

(a) Above water table

11 Providing and laying plain/reinforced Nominal Mix 111.95 Cum. 5097.67

cement concrete of various grade with cement, sand

and coarse aggregates including centering,

shuttering, batching, mixing, transporting, placing,

vibrating, smooth finishing, curing etc. complete for

all lead and lift. (Manually With Conventional Mixer,

Excluding dewatering)(B) Raft, Bottom slab of barel,

footing of columns, piers, abutment and bottom slab

of sump etc.(i) M-15 grade.(1:2:4)

12 Excavation of canal side gutter in all sorts of soil 1702.50 Cum. 106.00

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

13 Clearing the silt / debris from the pipe type Csy. / 166.92 Cum. 895.39

Box type Csy/ pipe drain / drainage Syphon for

drain / canal by digging the same including

depositing the excavated earth debris etc. for all lead

(i) Upto 900 mm dia pipe

(B) For Slushy & muddy condition

14 Back filling the foundation trenches around the 170.50 Cum. 26.70

structures etc with selected excavated stuff including

watering, ramming, compacting etc. complete.

15 Providing 230 mm thick pucca rubble pitching in C.M. 1125.00 Sqmt. 824.00

1:5 proportion over 10mm bedding of same mortar

with the surface pointed with cement mortar of 1:3

proportion etc. complete for all leads and lifts.

16 Dismentalling the existing foundation concrete 4.43 Cum. 1009.78

including the dismentalled stuff including sorting out

and satacking the useful materials andrenoving the

debries and making good the damage etc. complete

as directed.(a) In cement concrete.

17 Dismantling the existing RCC pipe including sorting 15.00 mt. 504.89

out and stacking the useful material including

refilling the trench etc. comp. (b) 450 mm to 600 mm

18 Providing water proof cement plaster 20mm thick in 237.92 Smt. 294.00

cement mortar 1:3 proportion with one kilogram of

water proofing material per bag (50kg) of cement

including cleaning the surface, neat finishing curing,

scaffolding etc. complete for all leads and lifts.

19 Providing and fixing in position ( different diameter ) 15.00 mt. 1337.60

I.S.,NP-3 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 leads and lifts.

(b) NP-3 class 450 mm dia pipe.