Details: road retarring 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. 3.2:preparation of foundation for embankment <br> scarifying existing bituminous surface to a depth of 150 mm by mechanical means <br> scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4. od508759/2024-2025:filling with quarry muckfilling up low lying and water logged areas with local material/ quarry muck, spreading inlayers, leveling the top at site and consolidation by ramming, etc complete for improving thecbr value of sub
Sector: RDPR