Restoration of Rain damages on Dadal Panjpiplu road km. 0/00 to 9/00

Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275( Zero point two seven five kilogram ) per square metre on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per MORD techanical specification Clause 503 ( Five hundred three) including carriage of materials with in all leads and lifts as per the direction of Engineer-In- Charge.

Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing 25 mm thick Bituminous Concrete to required line grade and level to serve as wearing course on a previously prepared base including mixing in a suitable palnt laying and rolling with a three wheel static roller 8-10 KN static roller and finsihing to required level and grades as per technical specification clause 509 complete in all respects including carriage of materials with in all leads and lifts as per the direction of Engineer in charge

Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing ,removal of stumps and other deleterious materials and disposal of surplus excavated earth upto all leads and lifts dressing of sides and bottom and backfilling in trenches with excaveted suitable materials and disposing of unserviceable material, disposed earth to be levelled and neatly dressed as per MORD Specification and as per the direction of Engineer-In- Charge

Providing and laying Plain cement concrete 1:5:10 (one cement isto Five sand isto ten graded crushed stone aggregate 40 milimetre( forty milimetre) nominal size for plain /reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 &1203 and curing complete including the cost of form work and carriage of materials in all leads lifts as per the direction of Engineer-In-Charge.

Providing and laying weapholes in brick masonry /stone masonry /plain reinforced concrete abutment, wing wall return wall with 100mm (one hundred )milimetre dia PVC pipe extending through the full width of the structures with slop of 1(v);20 (H) towards drawing face complete as per drawings and technical specifications MORD clause 614,709,1204.3.7 including carriage of materials within all leads and lifts as per the direction of Engineer-In-Charge.

Back filling behind abutment ,wing wall and retaining wall of granular material complete as per drawings and technical specifications MORD clause 1204.3.8 including carriage of materials within all leads lifts and as per the direction of Engineer-In-Charge.

Construction of un-lined surface drain of average cross sectional area 0.40 Sqm in soil to specified lines,grades, levels and dimensions excavated materials to be used in embankment with a lift upto 3.00 meter and lead of 50.00 meters (average lead 25.00 meters) as per technical specification clause 307. including carriage of materials within all leads lifts and as per the direction of Engineer-In-Charge.