Repair of Bharwain Chintpurni Khatiar Damtal road Km. 65.00 to 95.560

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other equivalent type as per Clause 1501.2.2 using M30 (Grade),(design mix) concrete having coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm (twenty five millimetre), mixed in a concrete mixer of not less than 0.2 cum (zero point two cubic meter) capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 (one hundred twenty five) micron thick polythene film, wedges, steel plates including levelling the formwork 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 and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 (fourteen) days using curing compound (where specified) and water finishing lines and grade as per drawing and MORD Technical specification section1500 and as directed by the Engineer-in-charge including carriage of material within all leads, lifts and other incidentals. The rate is including octori, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government but excluding GST.