Saharanpur Development Authority Tender

Earth work in Filling From 5Km Distance

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 in 1:1.5:3cement coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregates not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading by the concerete with shovels. ..................... curing of concrete slabs for 14 days, curing compound (Where specified) ............. including Cost of Polythene Sheet and Dowel bar and also including complete shifting of materials & Concrete etc complete work. thickness of C.C. less than 20cm without dowel bar. New item no. 9 (1) (Road work)

Providing laying spereading and compacting graded stone aggregate to wet mix macadam specification inclding premixing the material with water at OMC. In mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.