Swami Keshwanand Rajasthan Agricultural University Tender

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design over aprepaired sub base, with 43 grade cement or any other type as per clause 600 designated grade coarse and fine aggregates conforming to IS:3836, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less that 0.2 cum capacity and appropirate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of 125 micron thick polythene file, wedges, steel plates inclduing levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screeed and plate vibrators and finshid in continuous oiperation with vacuum dewatering and floater including provision of concreation and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admisxtures as approved curing of concrete slabs for 14 days using curing compound and sater finshing to lines and grade as per drawing and MoRTH spectfication clause 602 including vaccum dewatering process with all required equimpents Design mix grade M-30