Anti-Erosion work by way of Gabion crate revertment at RD 0-22000 for length of 174 mtrs on B/S. (estimated to 186m)

Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: All kinds of soil

Hand-packing stones in wire crates , excluding cost of crates and stones

Extra for every additional lift of 1.5 m or part there of beyond 1.5 m height for hand-packing of stones in wire-crates

Supply of stone boulders (Nallah) (Stack measurements reduced by 15%)

Supply of Zinc Coated Gabions mechanically woven double twisted hexagonal in shape having wire mesh size of 100x120 mm & having mesh wire dia. 3.0 mm. 1.2*1.2*6=55kg, 1.5*0.9*6=52kg, 1.5*1.5*6=73kg

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m

Nallah Stone boulder by an avg. lead of 6 kms.

Gabion cratess by an avg lead of 120kms