Details: scarifying existing granular surface to a depth of 50 mm by mechanical means using hydraulic excavator;b by mix in place method construction of granular sub-base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at omc and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (iv) for grading -iv material;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 cement concrete pavement, thickness as per design, over a prepared sub base, with 43 gr
Sector: PWD