Details: excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. construction of subgrade and earthen shoulder with approved materials obtained from borrow pits with all lifts and leads transporting to site ,spreading ,grading to required and compacted to meet requirement \of table no-300-2 construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grading - i complete as per the direction of engineer-in-charge. construction of un-reinforced,dowel jointed ,plain cement concrete pavement over a prepared sub base with 43 grade cement @400kg/cu
Sector: Urban Authority