Details: scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by mechanical means using hydraulic excavator with in all lifts and lead;removal of unserviceable soil with disposal upto a suitable distance as directed by the engineer incharge of work;wet mix macadam (plant mix method) providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.;providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383:2016:, maximum size of coarse aggregate not ex
Sector: Municipality