Directorate Of Urban Local Bodies Tender

Construction of un-renforcement dowel jointed at expansion and construction joint only plain cement concrete pavement thickness as per design over a prepared sub base with 43grade cement or any other type as per clause 1501.2.2 (1:1.5:3) course and fine aggregates confirming to IS 383 maximum size in a concrete mixer of not exceeding 25mm mised in a concrete mixer of not then 0.2 cum capacity and approprate weight batcher using approved mix design laid in arpproved fixed side form work (steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including leveling 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 as per norms applying debonding strips primer sealant dowel bars near approaches to bridgs/culvert and construction joints admixtures as approved curring of concrete slabs for 14days curing compound (where specified) and water finished to lines and grade as per drawing and technical specification clause 1501 including cost of polythene sheet and dowel bar and also including complete shifing of matrials & concrete etc (M-20)