NH-5 to Badatrilochanpur Road_Depression filling, Profile correction of cc M300.000 to 0.600

Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete.

Labour for scraping cleaning the road for laying built up spray grout in two layers 37.5 mm thick applying tack coat using 3 kg of bitumen , 0.45 cum of 25 mm to 40 mm size h.g metal and 12 kg of penetration grade bitumen for10 sqm.in each layer with 0.12 cum of 12 mm size h.g.chips as key stones spreading and laying including heating pouring bitumen metal and chips and rolling with PRR with all labour T & P etc. complete.

Providing and applying Primer Coat with penetration grade of bitumen emulsion including all cost, carriage, royality, taxes of materials etc. (Mannually)

Providing and applying Tack Coat with penetration grade of bitumen emulsion including all cost, carriage, royality, taxes of materials etc .(Mannually)

Providing & laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47

Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge.