Janpad Varanasi me Rajghat sthit Nirman Khand-1 PP PWD Karyalay bhawan ke punarnirman ka karya

Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material with in 50 metreslead as per direction of Engineer-in-charge. In cement morter.

Demolishing R.B. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer-in-charge

Brick masonary work in cement sand mortar of ratio 1:4 DSR 6.4.1

Centering and shuttering incl shuttering , propping etc for Beams

Centering and shuttering incl shuttering , propping etc for Slab

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand (zone -III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Slab Beam

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand (zone -III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Slab

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC slab including adjoining wall upto 300mm height including celaning the surface before treatment. (b) Laying brick bats with morter using broken bricks/brick bats 25mm to 115 mm size with 50% of cement morter 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS :2645 and approved by Engineer - in - charge over 20mm thick layer of cement morter of mix 1:5 (1cement : 5 coarse sand) admixed with water proofing compound conforming to IS :2645 and approved by Engineer-in-charge to required slop and treating similarly the adjoining walls upto 300mm height including rounding of juctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS :2645 and approved by Engineer -in -charge. (d) Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and marking pattern of 300x300 mm square 3mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. "All above operations to be done in order and as directed and specified by the Engineer-in charge" with average thickness of 120mm and minimum thickness at khurra as 65mm.

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

Carriage of Materials building rubbish upto 20km.