LAYING OF CRATE WIRE STRUCTURE DRSM CHECK DAMS AT Yarwan Nalla, BARAMULLA UNDER UT CAPEX BUDGET Dist. BARAMULLA

Amount

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”] = 60cft or 1.70cum x 22= 37.54 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 cum x 22= 135.74 cum

Carriage of stones average lead of 600 m by head load Qtty vide (3) = 135.74 cum

Supply 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”= 16 sft 288sft @ 220gram / sft = 63.36kgx 22= 1393.92 Kg

CONSTRUCTION OF DRSM CHECK DAMS AT Yarwan Nalla ZONE BARAMULLA DISTRICT BARAMULLA

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 necessary lead and lifts, excluding cost of stones & bond stones, its carriage up to site of work, labour component, supervision etc, complete job. Lat. = 34°-17’-83.43”N Lo.= 74°- 22’-14.18’’ E Qty. = 70 Cum 1x( 1.50m + 1.20m)/2 x 1.20m x 51m = 82.62cum D/d 15% voids = (-) 12.39 cum ----------------------------- Net Vol = 70.22 cum or say 70cum

M/s IRSHAD AHMAD KHAN GAKHAR

ABDUL QAYOOM KHAN

MANZOOR AHMAD MALIK

HILAL AHMAD MIR