Improvement/Upgradation of road from Javaid Ahmad Bijran via Jagalpati to Khatanapati Ph-I at Ganiwan-B Block Gund ( BDC-51)

Earth work in excavation by mechnical 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:All kinds of soil :

Providing and laying dry stone solling hand packed including all carriages.and h/l of 50 meters

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

20% Plum

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

Providing and laying GSB / Nallah muck / RBM including spreading , levelling and watering complete job including all carriages.

Supplying and stacking at site Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening ( 18%) /binding material(12%) to fill up interstices of coarse aggregate, watering and compacting to the required density.including all carriages.

Dry random rubble masonry with hard stone in foundation and plinth:

Providing and applying 12 mm thick cement sand plaster in 1:6 mix

Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete