Details: scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified materials with in all lifts and lead upto 1000 metres etc complete as per the direction of the engineer-in-charge. construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 kms spreading, grading to required and compacting to meet requirement as per the direction of the engineer-in-charge providin, laying, spreading & compacting graded stone aggregate to to wet mix macadam specification including pre mixing the material with water at omc in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of mosrt & h specifications for road & bridge works.as per the direction of the engineer-in-charge
Sector: RDPR