Construction work of interlocking and RCC drain on both sides of the 18.00 meter wide road from Care Hospital located in Sector-05 of Lohiapuram Scheme of Farrukhabad district to Sector-06 adjoining Lohia Hospital under the Infrastructure Fund

Earth work in excavation by mechanical means (Hydralic excavator)/manual means over area (exceeding 30 cm in depth, 1.5 m width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m , as directed by engineer-in-charge. In all kind of soil upto 1.5m depth

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 20 mm nominal size derived from natural sources) (7294.10-7178.75) + 6812.00

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

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, 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 (Drain Cover)

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

Centering and shuttering including strutting, propping etc. and removal of form work for : Slab edges, breaks in floors & walls

Wall (any thikness including attached pliasters, buttresses, plinth and string courses etc) Side

Wall (any thikness including attached pilasters, buttresses, plinth and string courses etc) Side (Assuming raft side in wall)

Suspended floors, roofs, landing, balcony and access platform Top Slab

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.