Repair to H.L Bridge over River on Keradagarh chandanpur_Road_Bridge approach -Pothole repair ,PMC,SC- and Colouring0.800 to 1.000

Labour for scraping cleaning the road surface applying tack coat using 3.0 of bitumen for 10 sqm and laying 37.5 mm thick built up spray grouting in one layer using 0.45 cum of 25mm to 40mm size H.G. metal and 12.00 kg of bitumen for 10 sqm with 0.12 cum of 12 mm size H.G. chips as key stone for 10 sqm spreading and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with P R R including hire and running charges of P R R and all other machineries etc complete.

Providing and applying Tack Coat with penetration grade of bitumen emulsion using bitumen pressure distributor including all cost, carriage, royality, taxes of materials etc.

Providing and laying 20 mm thick Premix Carpet using 0.18 cum of 13.2 mm and 0.09 cum of 11.2 mm size chips with 14.60 kg. penetration grade of bitumen per 10 sqm including hand packing to proper camber and rolling with PRR including hire and running charges of PRR, tar boiler and other T&P articles including all cost, carriage, royality of chips and bitumen etc. (With H.M.plant)

Providing and laying 6 mm thick precoated Seal Coat Type - B using 0.06 cum of 6.7 mm size chips and down graded as per sieve analysis and 6.8 kg. of bitumen per 10 sqm including hire and running charges of PRR, bitumen mixture, tar boiler etc including all cost, carriage, royality of chips and bitumen etc.(With H.M.plant)

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

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.

Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50m lead etc. complete as per direction of Engineer-in-charge.

Providing and laying cement concrete wearing course RCC M30 grade complete as per drawing and technical specifications.

Supplying,fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification.(AR,P-52)

Painting on concrete surface Providing & applying two coats of Water Based Cement Paint to unplastered concrete surface after cleaning the surface of dirt,dust, oil,grease,efflorescence & applying paint @ of 1lt/2 Sqm