Construction of Dry masonry soakage pits for attached washrooms of Administrative and Outsourced huts at Sheshnag .

Earth work in excavation by manual means in trenches for foundations, drains, pipes,cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed meter from cutting edge

Dry Random Rubber Masonry with hard stone by using Nallah Aggregate without bond stone.

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Hot rolled deformed bars

Carriage of cement by mechanical transport avg. distance 50Km.

supply and fixing of PVC manhole covers for soakage pits with all carriages up to site 300x300 mm

Head load of material from Chandanwari to Sheshnag Cement

Sand and Aggregates from 3 Km

Head load of stones 0.5 Km lead

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