Description: CONSTRUCTION OF ROAD IN PATAGUNDHI OF MUDALAGI TALUK
Details: Scarifying Existing granular surface to adepth of 50 mm by mechanical means;Compacting original ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150 mm mixed with water Omc then compacted by rolling so as to achieve minimum dry density as given in table 300;Construction of Unlined Surface drains of average cross sectional area;Clearing and grubbing road land including uprooting rank vegetation;Construction of Embankment by excavating the available approved Gravel;Granular Sub-base with Well Graded Material Table 400.1 A By Mix in Place Method Construction of granular sub-base by providing well graded material;GradingI 63 mm to 45 mm Providing, laying, spreading and compacting stone aggregates;Grading-II (53 mm to 22.4 mm) Providing, laying, spreading and compacting stone aggregates;Providing and applying primer coat with SS1 grade Bitumen Emulsion;Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressu
Sector: RDPR