Construction of Road from Goggur Mohalla Dachawar Lachipora A

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Hard Rock (Blasting Prohibited)

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 :

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: Hard Rock (Blasting prohibited )

Providing and laying of stone soling / Boulders hand packed all lead, lifts, loading ramming/dressing complete job as per direction og Engineer Inchare at site.

RANDOM RUBBLE MASONRY Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) stone available at site including all cost and carriage complete job as per direction of Engineer incharge at site.

Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. stone available at site including all cost and carriage complete job as per direction of Engineer incharge at site.

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

Supply and Filling of 2nd class stones duly hand packed i.e on horizontally behind wall/abutments, including all carriage complete. complete job as per direction og Engineer Inchare at site.

Supply filling and laying of stones into wire crates tightly hand packed including tipping of crates with equipments including cost of wire crate/ earth work cutting with all cost and carriage of stones, labour charges and crates (stone available at site) complete Job as per direction of Engineer Incharge at site.