Renovation, repairing and reconstruction work in existing building at S D Inter College Kankar Khera Meerut

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - incharge.

Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work.

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, for Slab (Using 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) Mix concrete)

Thermo-Mechanically Treated bars of grade Fe-500D such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. Fe 500

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)

12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand

15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand)

Providing and laying cement-based integral waterproofing treatment on roofs/terraces including surface preparation, application of cement slurry with waterproofing compound, laying brick bats in cement mortar (1:5) to required slope, second slurry coat, and finishing with 20 mm thick jointless cement mortar (1:4) with glass fibre cloth, neat cement finish and 300×300 mm grooves, complete with curing and water ponding test for two weeks, average thickness 120 mm (minimum 65 mm at khurra), as directed