R/R damages on Dhabara Bari BhunPandah Road Km 0/0 to 2/300 (SH M/T in Km 0/00 to 2/300 and C/o V-shape drain at RD 0/00 to 0/035, 0/900 to 0/960 0/985, 1/045 to 1/170 to 1/205 and 1/495 to 1/575) PDNA-2025

Providing and applying primer coat with Bitumen emulsion (SS-I) grade on the prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70-1.00 kg / sqm using mechanical means as per technical specification clause 502.

Providing and applying tack coat with bitumen emulsion ( RS-1) using emulsion distributor @ 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per Technical specification Clause 503

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

Providing Laying,spreading and compacting stone aggregate of specific sizes to water bound macadam specifcation including spreading in uniform thickness, hand packing rolling with 3-wheeled static roller 8-10 tonnes in stages to proper grade and camber applying and brooming crushable screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per technical specification clause 405 . W B M Grade-III 53 mm to 22.4 mm size

Earth work in excavations for structure as per drawing and technical specifications clause 305.1 (Clause ThreeHundred Five point One) including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.

Providing and laying Plain Cement Concrete 1:3:6(one cement: three sand: six graded hard stone aggregate 20mm(twenty) millimeter)nominal size} and curing complete including the cost of formwork for plain/reinforcemed concrete as per drawing and HP PWD techinical specifications i/c carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.