Project works in the Etawah district, within the Bharthana Inspection House complex, comprising the reconstruction of Ziledari offices, construction of Type-1 residences, and renovation of the Inspection House.

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 - in- charge. As per DSR vol-2 SI.No. 15.3( page no.220)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. As per DSR vol-2 SI.No. 15.7.4( page no.220)

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :: As per DSR vol-2 SI.No. 15.12.1( page no.221)

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.: As per DSR vol-2 SI.No. 15.23.1( page no.222)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. As per DSR vol-1 SI.No. 2.8.1( page no.87)

Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Ordinary rock : Pipes, cables etc. not exceeding 80 mm diaAs per DSR vol-1 SI.No. 2.13.1.1 ( page no.88)

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. as per SI.No. 2.25 (a)

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per SI no 2.27

Supplying chemical emulsion in sealed containers including delivery and injecting chemichal complete as specified With and depth undar earth floor 5 litre/sqm of Chlorpyriphos/Lindane E.C. 20% with 1%concentration as per SI.No. 2.34.1 page no 91

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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8