Construction of 01. No of toilet complex (modal School) at Govt. Higher Scondary School Qila Darhal

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in 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, within a lead of 50 metres: 50% Aks and 50% ordinary rock

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 Cast in situ c.concrete 1:5:10 using 40 mm nominal size stone aggregate.

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 of R.c.c work in plinth band incl. straightening, cutting, bending, placing in position and binding all complete.

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

supply and laying of stone

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

Extra for brick work in superstructure above plinth level (by manual mean).

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

Centering and shuttering including strutting, propping etc. and removal of form work for Suspended floors, roofs, landings, balconies and access platforms