Construction of DRSM and Providing and Layiing of Create wire mesh structures at Drumpathri Nallah Maripal Nallah Katti Nallah Wasturwan Awantipora and Badabath Karmulla Tral

1. (Drumpathri Nallah Wasturwan Awantipora :Crates=20Nos, DRSM=90Cum) 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 = 34.00 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=1267.20Kgs

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,all construction ,collection & carriage of stones necessary lead and lifts (600 mtrs. Avg lead H/L) upto the site of work, Numbering with Synthetic Paint ,excluding cost of stones & bond stones Complete all operations. complete job. Total= 90cum

2. (Maripal Nallah Nallah Wasturwan Awantipora :Crates=20Nos, DRSM=90Cum) 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= 34.00 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 qunatity and as per directions of officer-in-charge. including all carriages 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=1267.20Kgs

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,all construction ,collection & carriage of stones necessary lead and lifts (600 mtrs. Avg lead H/L) upto the site of work, Numbering with Synthetic Paint ,excluding cost of stones & bond stones Complete all operations. Total= 90cum