Municipal Corporation Tender

s3;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, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse aggregate 20mm HBG M/c graded (60% 20mm & 40% 12.5mm) and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene 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 (Joint Filler Board), construction joints, applying debonding strips, primer, sealant, 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 MORD. as per RBR-CCPV-5 (M30) Note:- The Cement content is considered at 400kg/cum and as per mix design report the cement and aggregates will be regulated.

s3;Carting away the surplus excavated earth from the work site with a lead of 1.00 Km beyond initial lead including loading, unloading and conveyance but excluding stacking charges etc. complete. For a lead of 1 KM