Construction link road to village Jandrera km 0/0 to 0/850

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 (forty three) grade cement or any other type as per Clause 1501.2.2 M20 (M-Twenty) (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm,(Twenty five millimtre) mixed in a concrete mixer of not less than 0.2 (zero point two) cum 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 14days using curing compound (where specified) and water finishing lines and grade as per drawing and Technical specification clause 1501 and as per direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rates are inclusive of the octori, royality, Malkana, toll tax, sale tax GST or other taxes imposed by the Government.