Construction of road main road to Kafeel Mohalla via Shabir Mohalla

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. 2.7.1 A.K. S 30% Ordinary Rock 40%, Hard rock 30%

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, 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, within a lead of 50 metres: 2.9.1 All kinds of soil :

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Dry random rubble masonry with hard stone in foundation and plinth: Nallah 1. Without bond stone

Providing and laying B.A wire - kntted crates of size 6.0mx1.5mx1.5m with mesh size 150mmx150mm including B.A wire 4mm dia inxluding carriage upto actual site of work

Hand packing stones in wire-crates excluding cost of crates and but including cost of stones

Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm

Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.5 mm

Supplying and stacking at site Graded crushed stone aggregate of size 13.2 mm nominal size