R/O rain damages on link road to village Dharghat km 0/0 to 7/00 (SH P/L CC B/wall at RD 3/840 to 3/860, 4/030 to 4/055 and wire crate in R/wall at RD 4/00 to 4/007).

Earthwork in excavation for structure 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 mtr, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil up to 3 mtr depth including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges

providing and laying cement concrete 1:4:8 (one cement,four sand ,eight graded crushed stone aggregate 40mm (forty millimeter) Nominal size ) and curing complete including mechanically mixing and vibrating excluding cost of frrm work including carriage of material with in all lead and as per the direction and entire satisfaction of Engineer-in charge.

Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire confirming to IS 280 & IS:4826 in 100 mm x100mm mesh including 10% extra for laps and joints with stone boulder weighing not less than 25 kg each as per drawing and technical specification within all leads and lifts. including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment,wing wall, return wall to the full hieght compacted to firm condition all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge.

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including carriage of material with in all lead and as per the direction and entire satisfaction of Engineer-in charge.