CONSTRUCTION WORK OF BRIDGE AT KM. 35.950 OF MAT BRANCH CANAL

Amount

Earthwork in excavation of foundation in all type of soil with back filling i/c all lead and lift with all cost of material, labour and T&P.

Providing and laying C.C 1:2:4 (M-15) with coarse sand & stone Aggregate of size 10 to 20mm i/c all cost of material,labour & T&P.

Providing and laying C.C 1:1.5:3 (M-20) with coarse sand & stone Aggregate of size 10 to 20mm i/c all cost of material,labour & T&P.

Providing and laying R.C.C 1:1:2 (M-25) with coarse sand & stone aggregate of size 10 to 20 mm including all cost of material,labour and T&P. But excluding cost of steel reinforcement.

Providing and laying C.C 1:1:2 with coarse sand & Stone Aggregate of size 10 to 20 mm i/c all cost of material,labour and T&P etc.

Centering and shuttering for RCC and CC work including all cost of material, labour and T&P. For P.C.C

Centering and shuttering for RCC and CC work including all cost of material, labour and T&P. For R.C.C

Surface Dewatering by 5.00 No.of 7.50 HP diesel pump set with all arrengement for construction of foundation. Assume shall be used for 20 hrs average per day for 20 days for work upto bed level.

Supplying Laying of one layer of Tar felt I.S.I marked at the junction of wall and roof or any place i/c necessary overlap giving a coat of approved mastic paint below the tar felt i/c cost of all material ,labour and T&P

Steel reinforcement with cutting bending, binding, and placing of reinforcement including cost of binding wire with all cost of material, labour and T&P.

Supplying and filling E.C bags with earth filled and placing with in 60 mtr distance for making Bundh including all cost of material, labour and T&P.

Earth work in filling for remoal of Bundha i/c lift upto 1.50m & lead upto 30m. with ramming and Dressing.

Earth work in cutting for making Bundha i/c lift upto 1.50m & lead upto 1.00 km. with ramming and Dressing.

S/F 75 mm dia P V C Pipe for weep holes.

JAI LAXMI CONTRACTOR