PR-1/PWHS/2022-23

Amount

Earth work in surface excavation in by mechanical means (Hydraulic excavator)/manual means over areas, ( exceeding 30 cm.depth,1.5m in width as well as 10sqm on plan) including dressing of sides and ramming of bottoms lift up to1.5 mtr. Clear edge of the excavation and then returning the stacked soil in 15 cm layer all kind of soil

Earth work in excavation in by mechanical means (Hydraulic excavator)/manual means over areas, ( exceeding 30 cm.depth,1.5m in width as well as 10sqm on plan) including dressing of sides and ramming of bottoms lift up to1.5 mtr. Clear edge of the excavation and then returning the stacked soil to seapge cut wall in all kind of soil

P/Laying in position cement Concrete of specifed grade excluding the cost centering and shuttering all work up to floor Five level in cement concrete 1:3:6 (1 Cement : 3 Sand : 6 Stoneof 20 mm nominal size) on bed along existing wall

Earth work in excavation in by mechanical means (Hydraulic excavator)/manual means over areas, ( exceeding 30 cm.depth,1.5m in width as well as 10sqm on plan) including dressing of sides and ramming of bottoms lift up to1.5 mtr. Clear edge of the excavation and then returning the stacked soil to spilway and protection wall in all kind of soil

P/Laying in position cement Concrete of specifed grade excluding the cost centering and shuttering all work of plinth level in cement concrete 1:4:8 (1 Cement : 4 Sand : 8 Stoneof 20 mm nominal size) .spilway & protection wall

P/Laying in position cement Concrete of specifed grade excluding the cost centering and shuttering all work up to floor Five level in cement concrete 1:3:6 (1 Cement : 3 Sand : 6 Stoneof 20 mm nominal size) on bed along existing wall spilway & protection wall

Providing Centring and shuttering including strutting, propping etc. and removal of form work for.Foundation ,footings ,bases & S/St.

Earth work in excavation in by mechanical means (Hydraulic excavator)/manual means over areas, ( exceeding 30 cm.depth,1.5m in width as well as 10sqm on plan) including dressing of sides and ramming of bottoms lift up to1.5 mtr. Clear edge of the excavation and then returning the stacked soil to seapge cut wall in all kind of soil . outlet pie line

P/Laying in position cement Concrete of specifed grade excluding the cost centering and shuttering all work of plinth level in cement concrete 1:5:10 (1 Cement : 5 Sand : 10 Stoneof 20 mm nominal size) .outlet pipe line

Providing and fixing sand of graded zone or coarser grade , allround the G.I pipes external works dia ф 150 mm pipe ) nominal complete with GI fittings including trenching and reffling etc.

P/F brass sluice fullway valve of ф 150 mm superior quality cl-ii

Interlink chain fencing supplying at site angle iron cost & strut of required size including bottom to be split and bent iron fence post 50x50x6 mm in size 1.70 mtr. Long weigting ( 180x8 kg each) strainning & fixing to any type of standered rails stainning bolts including securing with and provoision of wire stapies or steel pin welded etc. mesh

Supply and fixing interlink chain angle iron fence posts weigting not exisiting ( 3 Kg / Sqm). Staionning & fixing and 5x5x cm mesh including 3 mtr wide

Supply and fixing interlink mild steel flats section in 25x3 mm i/c bending binding and placing in possition etc.

P/Laying in position cement Concrete of specifed grade excluding the cost centering and shuttering all work up to floor Five level in cement concrete 1:3:6 (1 Cement : 3 Sand : 6 Stoneof 20 mm nominal size) on interlink chain footing

Providing Centring and shuttering including strutting, propping etc. and removal of form work for.Foundation ,footings ,bases & S/St.interlink chain footing

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