Restoration of rain damages on Sainik ChowkBhuntar to Ramshilla road Km. 0/000 to 13/000.

Providing, laying,spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug mil),carriage of mixed material by tipper to site ,laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting ,barricating and maintenance of diversion etc.as per tables 400.11and 400.12 and technical specification clause 406 within all leads and lift of materials and as per direction of Engineer-in- charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading -iii as per Technical Specification Clause 405.By Manual Mean with in all leads and lifts of materials and as per direction of Engineer-in-Charge.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means , with in all leads and lifts of materials and as per direction of Engineer-in-Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface/ granular cleaned with Hydraulic broom as per Technical Specification Clause 503. within all leads and lift of materials and as per direction of Engineer-in- charge.

Providing and laying bituminous concrete with 100-120TPH batch type hot mix plant producing an average output of 50 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 within all leads and lift of materials and as per direction of Engineer-in- charge.

Providing and laying concrete for plain/ reinforced concrete 1:2:4 (One cement : Two sand : Four graded stone) aggregate in open foundations complete as per drawing and technical specification clause 802,803,1202 and 1203. within all leads and lift of materials and as per direction of Engineer-in- charge.

Steel reinforcement for RCC work including straightening,cutting ,bending,placing in position and binding all complete above plinth level within all leads and lift of materials and as per direction of Engineer-in- charge.

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 Granular material. within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.