R/R damages on Lehi Ghared road in km 0/0 to 9/100 (SH C/O R/wall at Km 2/600 to 2/630).

Earthwork in excavation 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 material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Providing and laying of boulder apron laid in wire crate with 4mm dia GI wire confirming to IS 4826 in 100mm x100mm mech including 10% extra for laps and joint s with stone boulder weighing not less then 25 km each as per drawing and technical specification within all lead and lift ll labour equipments and materials to various locations through all modes of transporations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge

providing and laying filter media with granular crushed aggregate as per specification to thickness of not less then 600mm with smaller size towards the soil and bigger size toward the walls and providinbg over the entire surface behind abutment wing wall, r/wall to the full height completed to firm condition complete as per drawing and technical specification cal;use 1204,3,8