Construction of road fromShaddali to Kabarsthan by way of const. of 1.00mtr dia H.P. Culvert and filling of RBM Nallah Bed Material in Km Ist

Amount

Earthwork in all kinds of soil excavation by manual means in trenches for foundations, drains, pipes, cable etc. (not exceeding 1.5 in width) and for shafts, wells, cesspits and the like not exceeding 10 Sqm on plan, depth upto 1.5 Mtr including disposal of excavated earth upto 1 Mtr from cutting edge, disposed earth is to be levelled and neatly dressed (All kind of soil @ 50% and Ordinary Rock @ 50%).

Providing & laying in Position cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40mm excluding the cost of centering and shuttering. All works upto plinth level.

Providing and laying in position cement concrete of 1:3:6 grade (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) excluding the cost of centering and shuttering. All work upto plinth level.

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases of columns.

Supply and fixing of 1.00mtr dia Hume Pipe in proper position including collar as per direction of engineer in charge

Providing, laying watering and compacting in layers not exceeding 200mm thick with 80-100 KN road roller, River Bed Material free of organic material mixed with coarse aggregate / Round nallah shingle maximum aggregate size 75mm including carriage from source of supply to site of work inclusive of all leads and lifts complete

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.

Sand for an average lead 30.00kms

Stone aggregate below 40mm size for an avg. lead of 10.00 Kms

VISHAL AITHMIA

Vinod Kumar Govt Contractor

BANKA SINGH