Details: detailed estimate 5.5.a.1a:modified macadam 50 mm thick using bitumen s-65 <br> construction of macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kn static roller to achieve the desired degree of compaction as per technical specification clause 506. 3.5.2:excavation in soil with dozer with lead upto 100 m <br> excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. od163543/2024-2025:filling up low lying and water logged areas with local material/quarry muck spreading in layers levelling the top at site and consolidation by ramming etc, (with out roller consolidation) 4.9:wet mix macadam <br> providing, laying, sp
Sector: RDPR