STABILIZATION OF WATER SUPPLY

Earth work in excavation by manual means 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:

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 kinds of soil

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) Light

65 mm dia. nominal bore

50 mm dia. nominal bore

40 mm dia. nominal bore

Providing and laying S&S centrifugally cast Spun/Ductile iron pipes 125mm (K-7)

Providing push on joints 125mm (K7)

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.

Carriage of GI pipes upto site of work by MT avg lead 20km, incl. loading unloading stacking etc

Carriage of DI pipes upto site of work by MT avg lead 90kms incl. loading unloading stacking etc

Carriage of DI pipes upto site of work by manual means avg lead 2km incl. loading unloading stacking etc 125mm

Cost of pipe specials