Details: earthwork excavation and deposting on bank with initial lead of 10 m and initial lift of 2m in hard stiff clay stiff black hard shales muram gravel stoney earth and earth mixed with small size boulders and hard gravelly soil (ss 20b) rhs lhs removal of excavated excess earth away from the site to 5 k.m including loading and transportation charges etc, complete as per standard specification. for 1m3 rhs lhs granular sub-base with close graded material (table:400-1) plant mix method (contruction of granular sub-base by providing close graded material, mixing in mechanical mix plant at omc , carriage of mixed material to work site , spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density , complete as per clause 401) rhs lhs wet mix macadam laying using by paver (providing, laying, spreading, and compacting graded stone aggregate to wet mix macadam specification including premixing the material with
Sector: Municipality