Construction of Boundary wall at Girls High School Khanabal.

Earth work in excavation in foundation , trenches by manual means over areas (exceeding 30cm in depth and upto 1.5m depth and 1.5 metre in width as well as 10sqm on plan) including disposal of excavated earth.

Providing & Laying of stone soling (dully hand packed)including dressing and ramming with all carriages loading un-loading and stacking etc complete, 75mm size.

Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering. All works upto plinth level in M-7.5 grade with 20mm nominal size of stone aggregates incl all carriages complete

P/L in position specified grade of reinforced cement cencrete excld. The cost of centring, shuttering and reinforecement-All work upto plinth level in 1:1.5:3 graded stone agg. 20mm nominal size including curing incl all carriages complete

Reinforcement for RCC work incld straightning, cutting, bending, placing in position & binding all complete (Thermo-mechanically treated bars)

Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering. All works upto plinth level in M-15 grade with 20mm nominal size of stone aggregates incl all carriages

Providing form work for slab base , beams and lintel band including strutting , propping and removal of form work ; foundation and plinth.

Brick work with F.P.S bricks of class designation 75in 1:6 (cement: sand) mortar incl all carriages

15 mm cement plaster on rough side of single or half brick wall in 1:6 ( 1 cement :6 fine sand mortar)

Cement Concrete coping in 1:2:4 (1 cement: 2 coarse sand: 4 graded stone agg) 50mm thick with 20mm n/s stone agg crushed

keep provision for engaging labours for site clearnace including dismantelleing of concrete work and old damaged brick work.