protection of flood prone land at venkara Block Nadihal scheme CD PYT Phase2nd

Earth work in excavation by mechanical 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 including dewatering if any

Dry random rubble massonary with hard stone in foundation and plinth with bond stone incluiding head load if any

Random rubble stone masonry with hard stone in foundation and plinth ncluding levelling up with cement concrete 1:6:12mix upto plinth level and curing complete (quarry stone) cement mortar 1:6 mix incluidng head load if any

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

Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) Flush/Ruled Pointing.

Carriage of Stone. materials for avg lead 10 Km

carriage by head load 50 m

Add provision for Citizen Information board