Construction of link road Pounta to Gehari Bhaderpur Km. 0/0 to 1/800

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 90 to 45mm ( Ninety 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 materials 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 materials within all leads and lifts and other incidentals.

Providing, laying, spreading and compacting stone aggregates of 63mm to 45mm (sixty three millimetre to forty five millimetre) nominal size to water bound macadam specifications including in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening and binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading-II as per technical specifications clause 405 by manual means including entire carriage of materials within all leads and lifts and other incidentals.

Narender Sharma