The work ofdeveloping the required basic facilities at GIC Bhainta Baroli as a cluster school

Earth work in excavation by mechanical / manual means in foundation trenches or drains i/c lift upto 1.5 m, i/c disposal of surplus excavated soil within a lead of 50 m.

Filling available excavated earth in trenches, plinth in layers consolidating by ramming and watering, lead up to 50 m and lift upto 1.5 m.

P/L in position CC 1:4:8 (1 Cement : 4 c/sand : 8 st. agg. 40 mm size) excluding the cost of c/shuttering - All work upto plinth level.

RR stone masonry with hard stone in foundation and plinth i/c levellingup with CC 1:6:12 (1 cement: 6 coarse sand : 12 stone agg. 20mm size) at plinth level with cement mortar 1:6 (1 cement : 6 c/sand).

P/L in position RCC 1:1.5:3 (1 cement : 1.5 c/sand : 3 stone agg. 20 mm size) ex. the cost of c/shuttering, finishing and reinf. - All work upto plinth level (in foundation).

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in cement mortar 1:6 (1 cement : 6 c/sand).

RCC work 1:1.5:3 (1 cement : 1.5 c/sand :3 stone agg. 20 mm size) in walls (any thickness), plinth and string courses, columns, pillars, piers, abutments, posts & struts etc. upto floor five level ex. cost of c/shuttering, finishing and reinf.

RCC work 1:1.5:3 (1 cement : 1.5 c/sand :3 stone agg. 20 mm size) beams,s/shades, shelf ,stair case,door bend and suspended slabs etc. ex. cost of c/shuttering, finishing and reinf.

Centering and shuttering i/c strutting propping etc and removel of form for foundations footings bases of columns etc for mass concrete.

Centering and shuttering i/c strutting propping etc and removel of form for Suspended floors roofs landings balconies and access platform.