Rural Engineering Department Tender

Construction of unreinforced, dowel jointed at expansion and construction joints only, plain cement concrete pavement, thickness as per design, over a prepaired sub base, with 43 Grade cement or any other type as per clause 1501.2.2, M 30 (Grade), coarse and fine aggregates conforming to IS383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mixed design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plate, 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, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 .

Earth work in cutting or in embankment in ordinary soil i/c lead up to 30m distance & lift up to 1.5 m. required for proper completion of the work but 2 km cartage extra. As per SI.No. 253

M-150 brick work in 1:4 cement and coarse sand in foundation and plinth i/c supply of all materials,labour and tools and plants etc required for proper completion of the work. As per SI No-305 b.