Providing and Laying Crate wire protection bunds 32 Nos and Up-gradation of pond 01 No at Manzpathri

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: 25 meter beyond 1m from cutting edge 32x16'x5'x1.375' = 3520 Cft or 99.67 Cum

Hand-packing stones in wire-crates; excluding cost of crates and stones 32x16'x4'x4' =8192 Cft Deduct 15% voids = 1228,80 Cft Total: = 6963.20 Cft or 197.2 Cum

Carriage of stones average lead of 250 m by head load (to be paid as per actual) quantity vide item No 2

Supply of crate wire mesh (4”x4”) 4mm, including carriage up to site of work 32x 16'x16' = 8192 Sft Lids 64 x4'x4' =1024 Sft Total = 9216 Sft or 856.19 Sqm

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. 0.785 x 60 x 60 x 7 = 19782 cft or 560.24 Cum

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, ells, 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. Toe Wall : 1x(188.4x1.5x2) =565.2 Cft or 16.01 Cum

Providing & laying of stone soling (dully hand packed) including watering, dressing and ramming with all carriages, loading, unloading and stacking etc. Toe Wall: 1x(188.4x1.5x0.33) = 93.258Cft Band : 1x(24x0.75xo.33) = 5.94 Cft : Total = 99.198 Cft or 2.81 Cum

Providing & laying in position cement concrete of specified grade excluding the cost of centring and shuttering, all work upto plinth level (1:4:8, 40mm nominal size crushed stone aggregate). Toe Wall: 1x(188.4x1.5x0.25) = 70.65 Cft Band : 1x(24x0.75x0.25) =4.55 Cft : Total = 75.15 Cft or 2.13 Cum