Construction additional Csy at ch 1300m of Bharadva Minor 2 off taking from Baradava Sub Distry of Madka Branch Canal

Name of Constructing additional Csy at ch 1300m of Bharadava Minor -2 off taking from Baradava Sub

Work Distry of Madka Branch Canal

Item no Descreption Unit QTY RATE Amount

Earth work in embankment from borrow pits in all sorts of soil and soft

murrum or other suitable strata as directed including breaking the clods and

5(c) dressing to the design sections including cutting the proud section with lead cum 684.40 88.00

as under and all lift including site clearing etc. complete. (c) 200 to 1000 Mt.

Extra lead charges for each additional km lead or part thereof beyond 1.0 km

6 and upto 5.0 km for embankment work including all lifts etc. complete. cum 684.40 85.00

Compaction of earth work in embankment in layers of 15 cms to 23 cms thick at

10 requisite moisture content to required dry density including necessary watering and cum 684.40 18.00

rolling with roller of suitable type.

Excavation in all sorts of soil (including wet and slushy condition of soil) with yellow,

sandy, gravelly soil including soft murrum & H.M. including sorting & stacking and

1(B)(a) 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

(B) For foundation trenches of C.D. work cum

(a) 0 to 3 Mt. depth cum 410.69 79.00

Backfill with selected earth including ramming consolidation including watering with

lead as under and all lifts etc. complete. (b) 30 to 200 m.

Providing &laying plain / reinforced ordinary portland cement concrete of various

grade with cement, sand, and coarse aggregates including centering,

S-6 shuttering, batching, mixing, transporting, placing, vibrating, smooth finishing,

curing etc. complate. MANNUALLY WITH CONVENTIONAL MIXER (INCLUDING

Raft, Bottom slab of barrel, bottom slab of sump, approach slab and chute floor

slab, etc. (i) M 15 grade.(Cement level - 300 kg)

Raft, Bottom slab of barrel, bottom slab of sump, approach slab and chute floor

slab, etc.(iii) M 25 grade (Cement level - 380 kg)

Footing of columns of piers & abutments, Piers, abutments, pier cap, abutmemt cap,

S 6(C)(iv) wingwalls, headwalls, returnnwall, etc.(iv) M 25 grade (Cement level - 380 kg) cum 8.99 5909.00

Walls of barrels, breastwall, staunching rings, pedestals of bearing, stoplog piers,

well staining, transitionwall, etc.(iii) M 25 grade (Cement level-380 kg)

Roadway slab, kerb, hoisting platform, top slab of barrel, etc. (iii) M

grade.(Cement level-380 kg)

Providing and laying HYSD/TMT Fe-415,500D steel bar 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 & lifts etc.

(c) TMT Fe-500D MT 6.267 71366

Providing rubble and sand layer including supplying of rubble & coarse clean sharp

sand at site including spreading rubble & coarse sand materials in 25 cm layer

S-48 including filling in the gaps in rubble, and levelling etc.complete as directed (80% Cum 127.07 1155.90

rubble & 20% coarse sand) including consolidation, watering etc. complete.

Trimming of the canal section manually for preparing subgrade for laying cement

L-1 concrete lining in all sorts of soil and murrum including watering and compacting bed Sq.mt 69.20 72.80

Providing and laying plain/reinforced cement concrete lining of M 15 (MSA

20 mm) in bed, side slopes and curvature including batching, mixing,

L-2 transporting, placing, vibrating, smooth finishing, curing including dewatering

where required.(MACHINERY BASED by "FLORI" - WITHOUT PAVER

(C) 12.5 cm thick lining in Bed / Slope Sq.mt 69.20 516.30

Deputy Executive Engineer Executive Engineer