Repair and maintenance of toilet Mandir and well in the premises of community centre

Civil work

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out theexcavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

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

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).

Brick work with fly ash clay bricks in cement mortar 1:6(1 cement : 6 coarse sand) in foundation and plinth cemnet mortar 1:6

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate

Brick work with fnon modular fly ash bricks confoiming to IS 12894, class designation to 10 average compressive strength in super structure above plinth level up to floor V level in Cum cement mortar 1:6 (1 cement :6coarse sand)

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircasesand spiral stair cases above plinth level up to floor five level, excluding the cost ofcentering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarsesand (zone-III)derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Providing, hcisting and fixing above plinth level up to floor five level precast reinforcedcement concrete work in string courses, bands, copings, bed plates, anchor blocks, plainwindow sills and the like, including the cost of required centering, shuttering but,excluding cost of reinforcement, with 1:1.5:3 (1 cement 1.5 coarse sand (zone-III) derivedfrom natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more