Details: e/w embankment in inordinary soil including remming and dressing the surface to required level and and also including 1.5 m lift and 8 km lead distance as directed by the engineer incharge.including royallity as s.i. no. 253(a) cc with 4 cm gauge brick ballast finesand of 2.20 fineness modulous & cement in proporation of 1:4:8 including supply of all material labour and t&p etc. required for proper completition of the work. (s.i. no. 281) construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. providing layining spreding and compecting wbm grading -3 stone aggregate of specification size water bond mecdom80-100 kn static rollal as per technical spcification asper si no 405 m-150 brick work in 1:4cement & coarse sand of 2
Sector: Urban Authority