Construction of DRSM/Checkdams and Providing and Layiing of Create wire mesh structures at Gossani Khud Nallah and Dathran Nallah Sedew Shopian

Earth work in excavation by manual 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: in all kinds of soil 1m from cutting edge 1x16’-0”x5’-0”x 6”+ 1’-0”/2 = 60cft or 1.70cum x20 = 35.70 Cum

Hand-packing stones in wire-crates; excluding cost of crates and stones 16’-0”x4’-0”x4’-0’=256cft or 7.25cum Deduct 15% voids = 1.08 cum T= 6.17 cumx20 =123.40 Cum

Carriage of stones average lead of 600 m by head load Qtty. vide (2) = 123.40 cum

Supply of Black Annealed Wire Crate made out of 4.00 mm Wire (Wire as per IS: 280) machine woven both ends bent of 100x100 mm mesh size including strengthing with 2mm wire as per required quantity and as per directions of officer-in-charge. including all carriages up to site of work. 1 x 16’-0”x 16’-0”= 256 sft Lids 2x 4’-0”x4’-0”=32 sft Total= 288sft @ 220gram / sft = 63.36kg x20=1267.20KgsSupply of crate wire mesh (4”x4”) including carriage up to site of work 1x 16’-0”x 16’-0”= 256 sft Lids 2x 4’-0”x4’-0”=32 sft Total=288sft @ 220gram /sft = 63.36kg x20=1267.20 Kgs

Construction of DRSM check dam with fashioning of stones to be used along the exposed faces with bond stones including earth work in excavation in all kinds of soils / ordinary rock/ hard rock (as per site) in trench with an average minimum depth of 6” throughout the length of foundation including all Construction necessary lead and lifts,(600 mts avg lead H/L) excluding cost of stones & bond stones, its carriage up to site of work, component, supervision etc., complete job. Total= 201cum