Permanent Restoration of road From Balnoi to Lower Balnoi Via Kishti Tehsil Mankote District Poonch.

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 :50% Ordinary Rock:30% Hard Rock (Blasting Prohibited)20%.

Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.

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

Supplying and stacking at site 13.20 mm nominal size .

Supplying and stacking at site Goodearth.

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.40 mm.

Supplying and stacking at site 11.20 mm nominal size .

Supplying and stacking at site moorum.

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.