YATRI SHED AT BACHI BASTI HASTI

Earth work in excavation by manual means in trenches for foundations etc. (not exceeding 1.5 min 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: all kinds of soil

Providing and laying cement concrete 1:4:8 (1 cement: 4coarse sand : 8 stone aggregate) 40mm size of stone agg. Crushed

Reinforced cement concrete work in walls including attached pilasters, butresses, plinth and string courses,fillets,columns,pillars,abutments ,posts and stuts etc upto plinth level 1:1.5:3 mix with 20 mm nominal stone aggregate upto plinth level

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

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)

Reinforcement for R.C.C work including straightening cutting bending placing in position all complete etc T.M.T bars

Reinforcement for R.C.C work including straightening cutting bending placing in position all complete etc T.M.T bars

Lintel, beams, plinth beams, girders, bressumers and cantilevers.

Columns, pillars, piers, abutments, posts and struts.

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: 4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)