Municipality Tender

Laying of CC Road;Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prpared sub base, with 43 grade cement or any other type as per clause 1501.2.2 - M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick plythene film wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed 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 bridges / culvert and construction joints admixtures as approved, curing of concrete slabs for 14-days, curing compound (where spcified) and water finishing to lines and grade as per drawing and Technical specification clause 1501 MORD.

Laying of CC Road;Construction of granular sub-base by providing coarse graded material grade-III , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.