Details: earth work exavation to be from reguar pits not exceeding 1/2 m. in depth and work embankment to be in 20 cm. layers including ramming and dressing the surface to required levels and stopes and also including 1.5 m. lift and 30 m. lead the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 m. distance as directed by engineering in charge. construction of granular sub base (gsb) by providing course graded material spreading in uniform layer etc all comp. providing and applying tack coat with bitumen gv-10 using bitumen pressure distributor @0.30kg/sqm (vg-10) on the prepareed bitumen/granular surface cleaned with mechanical broom. providing and laying bitumninous concrete (b.c.) with 100-120 tph hot mix plant producing an average out put 75 tonnes per hour using crused aggrigtes of specified grading premixed with bituminlous binder (crmb-55)@5.4% of mix, subject to job mix design cartage of earth and dismental material upto 3.00km including l
Sector: Municipality