Construction of F.P work by way of laying of Additional tier of crates on L/s of Aripal Nallah at village chandrigam Down stream Bridge near Graveyard.

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil :

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

supply of Stone boulder (quarry) nominal size 225 mm

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 1.5m Deducted watering & ramming i.e Rs @ 37.85

Supply of G.I crates size 16' x16' (mesh size 4" x 4") weight 50 kg per crate including all leads and lifts.

B.A Wire

Carriage of quarry stone from by mechinical transport by an avg. lead of 13 km

Carriage of crates by M.T from 12 km