Construction of link road from Jared to Tharu Km. 0.0 to 1.500

Construction of un-reinforced, 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 M25 (Grade) minimum cement not less then 400 kg/ cum (Four hundred kilogramme per cubic metre) (mix design with plasticizer) , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, ( Twenty five millimstre) mixed in a concrete mixer of not less than 0.2 cum ( Zero point two) capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, , 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-days,( Fourteen days) using curing compound ( where specified ) and wa ter finishing to lines and grade as per drawing and Technical specification clause 1501 including hauling of material within all leads and lifts and other incidental charges and as per direction of Engineer-In-Charge. The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax , GST or other taxes imposed by the Government.