Balance work for Construction of road from Sai Nagah Ziarat Behrote to Govt HSS Behrote

Earth work in trench excavation by mechanical means ( hydraulic excavator) in trenches, foundations, drains, pipes ,cables etc. ( not exceeding, 1.5 m in width) and for shafts, wells, cesspits and not exceeding 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth, within a lead of 50 metres.All kinds of soil 85%, Ordinary Soil 10%, Hard Rock 5%

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

Centering and Shuttering

Foundations, footings, bases of columns

Retaning walls. return walls. walls (any thickness) including attached pilasters.buttresses. plinth and strmg courses fillets etc

Stone filling hand packed in horizontal on level including cost of stones.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.