Up Gradation of Fohar Sakhras by Way of Construction of drain

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 kinds of soil :

Supply and filling of GSB/Stone soiling/RBM at site including sorting spreading watering laying & consolidation with PRR 8-10 tonne capacity complete all carriage

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

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

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. Complete 50 mm thick with 20mm nominal size stone aggregate.

12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)

Filling available 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 up to 1.5Km

Carriage of material Sand/bajri by mechanical means for an average lead of 25Km