C/o 60.0 m R/W M.P. road for the proposed heliport between Sector-31-32 and Sector-36-37, Rohini Phase IV and V.

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 14.90 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared as directed by Engineer-in-Charge.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

5(a) with medium setting bitumen emulsion

on W.M.M @0.60 kg/Sqm

On W.B.M / W.M.M. @ 0.4kg/sqm