Details: construction of granular sub base (g.s.b) by providing closed graded material mixing by mix in place method including water and compacting with vibratory rollers as per mort& h specification401 p/l of 7.50cm compacted layer of wbm grade-2 with (45-63) mm ballast and stone screening type -b (dala gritt 11.20mm) including water charge and consolidation all complete of work p/l of 7.50cm compacted layer of wbm grade-3 with (22.40-53) mm ballast and stone screening type -b (dala gritt 11.20mm) including water charge and consolidation all complete of work providing&applying of tack coatwith emultion at the rate of 0.60kg/sqm as per mort & h specification no 502all complition of work providing&applying of tack coat at the rate of 0.25kg/sqm includig material laboured all complition of work providing & laying d.g.b.m.-50mm thick with 100-120tph hot mix plant producing an average out put 75 tones per hour using crushed of aggregates of specified grading and premixed with bitumen vg-30 grade
Sector: Municipality