Construction of One Community hall at Pahargora Village under Samdi Gram panchayat, under NCRAP.

Surface dressing of the ground including removing vegetation and inequalitiesnot exceeding 15 cm deep and disposal of rubbish, lead up to 50 mand lift up to 1.5 m. All kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in widthor 10 sqm on plan), including dressing of sides and ramming of bottoms, for alllift, including getting out the excavated soil and disposal of surplus excavatedsoil as directed, within a lead of 50 m. All kinds of soil.

Supplying and laying Polythene Sheet (150gm / sq.m.) overdamp proof course or below flooring or roof terracing or infoundation or in foundation trenches.

Filling available excavated earth (excluding rock) in trenches, plinth.sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 mand for all lift

Supplying and filling in plinth with sand underfloorsincludingatering,ramming, consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3graded stone aggregate 20 mm nominal size de rived from natural sources)

Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fllets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to floor fivelevel, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources)

Reinforced cement concrete work in beams, suspended foors, roofs havingslope up to 15* landings, balconies, shelves, chajjas, lintels, bands, plainwindow sills, staircases and spiral stair cases above plinth level up to foor fivelevel, excluding the cost of centering, shutering, finishing and reinforcementwith 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from naturalsources: 3 graded stone aggregate 20 mm nominal size derived from naturalsources).

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.