CONSTRUCTION OF DSY @ Ch. 24171 m OF KOSAMBA BRANCH CANAL

Name of Work :- CONSTRUCTION OF DSY @ Ch. 24171 m OF KOSAMBA BRANCH CANAL

Sr. No. Qty. Unit. Description of Items. Rate Per Amount

1 Jungle cutting for preliminary surveys

248.23 m2 (a) Light jungle cutting (bushes, hedges ) 13.44 m2

Dismentalling the existing concrete including disposing the dismentalled stuff

2 38.61 m3 including sorting out and stacking the useful materials and removing the debries

and making good the damage etc. complete as directed.

(c) in Cement Concrete 1165.2 m3

Excavation of canal/drains in all sorts of soils (including wet and slushy condition

of soil) including depositing the excavated stuff in uniform layers in canal/Drain

banks or in spoil banks or as and where directed including dressing the

canal/drain section upto lead of 1.0 K.M. and all lift including clearing the site

etc. complete. (By machinery for canal/drain maintanance ) above 1.5 cumecs

capacity. (a) Above water table.

Providing and laying Non Woven Geo Fabric Filter over the excavated surface as

4 408.859 m2 per specification including stitching with overlap to design profile as directed in 86.4 m2

tidal range etc. complete.

Providing and laying 300 mm thick pucca rubble pitching in cement mortar 1:5

5 108.45 m2 proportion with the surface pointed with cement mortar of 1:3 proportion 931.3 m2

including curing etc. complete for all leads & lifts

Providing and laying plain/ reinforced Design Mix 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.(Batching Plant Based, Including dewatering)

2.17 m3 (ii) M-10 grade. 3836 m3

(B) Raft, Bottom slab of barrel, footing of columns,piers, abutment and

bottom slab of sump etc.

(C) Raft, Bottom slab of barrel, footing of columns,piers, abutment and

bottom slab of sump etc.

(D)Raft, Bottom slab of barrel, footing of columns,piers, abutment and

bottom slab of sump etc.

134.83 m3 (iii) M-25 grade 4844.7 m3

(E) Walls of barrels,brestwall,staunchingrings,pedestals of bearing, stoplog

piers,well staining, transition wall, etc.

(F)Roadway slab, approach slab, chute floor slab,kerb, pier cap, abutment

cap, hoisting platform,top slab of barrel etc.

133.50 m3 (iii) M-25 grade 5206.3 m3

(G) Piers,abutment,wingwalls,headwall,returnwall etc.

(H) Walls of barrels,brestwall,staunchingrings,pedestals of bearing, stoplog

piers,well staining, transition wall, etc.

Providing and placing in position reinforcement bars including cutting, bending

7 welding, joints where necessary, hooking etc. complete as per drawing for all

lead and lifts.

379.12 Qtl. (A) TMT 7194 Qtl.

Providing and fixing in position PVC heavy duty water stops in barrels, trough,

8 and wing wall with 25 mm wide expension joint as shown in drawing including

filling the joints with asphalt pad or bitumins or cork board of approved quality.

12.15 m (A) 225mm wide PVC water stop. 384.9 m

Providing and fixing in position 110 mm dia PVC pipe weep holes in abutment,

wing wall, and laying training etc. complete

Earthwork in embankment using soil, soft & hard murrum excavated from

3 approved borrow area/village tanks etc.including breaking clods, dressing to the

design section with lead up to 5.0 kilometer and all lifts. (By Poclane

Supplying of graded stone aggregates of following size ( for W.B.M. road ) (2)

Hand Broken stone aggregates 40mm to 63 mm.

Spreading the stone aggregate for rolling and W.B.M. including filling the

12 576 m3 interstices to required camber & gradient (excluding spreading of Blindage) (ii) 249.75 m3

40 mm to 63 mm size aggregates (H.B.)

Providing videography on the occasion of function or for ongoing construction

13 1 4 Hrs. work including dubbing, titling etc.complete including cost of cassate/CD. (b) up 1230.51 4 Hrs.

Providing and laying plain/reinforced cement concrete lining of M-15 grade in

bed,side slopes and curvature including batching,mixing,transporting

14 1756.8 m2 placing,smooth finishing,curing including dewatering where 478.2 m2

required.(machinery based without Paver).

(b) 10 Cm thick lining in Bed & Slope

Deputy Executive Engineer Executive Engineer

Ilav Distry Sub Division U.R.B.C. Inv. Division

Ilav Ankleshwar