Development of drainage system Auto stand , boundary wall renovation of existing building parking area pindi with benches and toilet complex at first gate in ward no.04

Earthwork in excavation of foundation trenches in hard of soil including dressing of sides and leveling the bed up to the required depth and depositing the excavated materials away from the work site with all leads and lifts, including shoring, shuttering and dewatering (if required) with cost of labour, hire & running charges of water pumps sundries & T&P required for the work complete as directed by the Engineer-in-charge. {Rate of excavation=(Ordinary soil+Hard soil+Stony earth)/3})

Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge. `

Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. (Measurement will be taken on finished compacted section only).

P.C.C (1:4:8) with 40 mm size Crosser broken hard granite metal with cost of all labour & materials.

R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying Drain

Rcc with C/S Column base

Rcc with C/S plingth beam

Rcc with C/S Column & beam

Rcc with C/S roof slab

Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.