Construction of Link Road from Padasala to Ambi via Kalohdhar Km. 0/0 to 4/200

Amount

Preparation of sub grade by dressing to camber (earth work for the cutting involved for sub grade to be paid for separetely ) depending upon the classification of soil complete as per HPPWD specification and as per direction and satisification of Engineer- in- charge.

Consolidation of Sub-grade with power road roller 8/10 ( eight oblique ten ) tonne including making good the un-dulation etc. with earth or quarry soil and re- rolling the sub-grade complete as per HPPWD specification and as per direction and satisification of Engineer- in- charge .

Providing, laying, spreading and compacting stone aggregates of 90mm to 45mm ( Ninety milimetre to forty five milimetre ) size to water bound macadam specification including spreading in uniform thickness hand packing and rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening type-B at the rate 0.27cum(Zero point two seven cubic metre ) and binding material at the rate 0.08 cum (Zero point zero eight cubic metre) per 10 Sqm (ten square metre) of road surface to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 1 as per Technical Specification by manual mean including carriage of material within all leads and lifts and other incidentals.