CSC AT BASTON

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 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)

Random Rubble masonry with hard stone in Fd. and Plinth in 1:6 mix.

Random rubble masonry with hard stonde in superstructure above plinth level and upto floor five level icuring complete etc com[plete spewcification.

Providing and laying damp proof course 50 mm thick with cdement concrete 1:2:4 and 20 mm nominal agg. Size curing complete.

Stone solling including cost of stone

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 5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns

Providing and laying in position including curing but excluding cost of centering and shuttering finishing and reinforcement all works upto plinth laevel 1:1.5:3 .