Details: excavation in soll mixed with gravel and boulder, for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing. removal of stumps and other deleterious materials and disposal upto a lead of 50 m. dressing of sides and bottom and backfilling in trenches with excavated suitable material. preparation and conolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22 5 cm depth, dressing to camber and consolidation with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 meters. scrafying metalled (water bound) road surface including disposal of ,lead upto 50 m and consolidation of the aggregate received from scrafying with power road roller of 8 to 10 tonne capacity construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cemen
Sector: Industry Development