T01 KM 4TH TO DHAR MAHANPUR,JK07-161

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. in 80%All kinds of soil.20% ordinory rock,10% Hard Rock Blasting Prohibited

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 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 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)

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 50 mm thick with 20mm nominal size stone aggregate.

Random rubble stone masonry with hard stones in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement :6 Coarse sand :12 graded stone aggregates 20 mm nominal size ) upto plinth and curing complete with :Cement mortar 1:6 ( 1 Cement : 6 Coarse sand)

Dry rubble random stone masonry with hard stone in foundation and plinth.Without Bond Stone

Back filling behind Crates ,abutment, wing wall, R/wall etc.

Centring and shuttering including strutting propping etc and removal of form work Foundations, footings, bases of columns etc. for mass concrete.

Hand Pack stone filling in wire crates including cost of stone and cost of crates.

Carriage of materials by M.T. from source to site of work incl. loading/unloading complete.a) Carriage of sand for an Average lead of 34.0km

b) Carriage of Aggregate for an Average lead of 34.0km

c) Carriage of boulders/stone for an avg lead of 12 km