Road from malhar mandhoon road junaith to wno mohra ganore length 1.20

Earth work in bulk excavation by mechanical means (hydraulic excavator) exceeding 1.5 m in width as well as c 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 90% all Kind of Soils

Earth work in bulk excavation by mechanical means (hydrauliexcavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge. 10% ordinary Rock

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kind of Soil

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: 1:5:10 (1 cement : 5 coarse sand : 10 graded 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)

Dumping of Stone incl. cost of Stones

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

Carriage of Materials from source to Site Sand & Agg. for 69 KM by MT

Carriage of Materials from source to Site Stone 01 KM by MT

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