CONSTRUCTION OF PUBLIC CONVENIENCE AT DEVER LOLAB(WAY SIDE AMENITY).

Part A Civil Work: Earth work in excavation bymechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding1.5min width)and for shafts,wells,cess pits and the likenot exceeding 10 sqmon plan, including dressing of sides and ramming of bottoms lift upto 1.5m, 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 laying of stone soling/boulders(Hand Packed) including ramming, dressing and watering all complete.(Incl. all sorts of carriage)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal) crushed aggregate. Incl all carriage

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding thecost of centering, shuttering, finishing and reinforcement. All works upto plinth level in 1:1½:3(1cement :1½coarse sand: 3graded stone aggregate 20 mm nominal size) crushed aggregate Incl all carriage

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) crushed aggregate incl carriage

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) crushed aggregate incl all carriage

Dry random rubble masonry with hard stone in foundation and plinth with bond stone (Quarry)

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.

Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo- Mechanically Treated bars of grade Fe-500D or more.