Municipal Administration Department Tender

CC Road;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 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, 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 21- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

CC Road;Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat suitable size and length vaccum pump to maintain vaccum pressure 0.7 to 0.8 atmospheres as per the standard procedure loadig with power roter. Mechanical travelling,finishing with sound edges and corners including hire and opertional charges of machinery ,labour fuel etc complete for finished item of work as directed by Engineer-in-charge of the work

CC Road;Making saw cut joints in freshly laid concrete pavement including all material charges and labour charges (Grooves 2-3mm) for expansion and contraction due to temperature variations.TBSC-T.I-15

CC Road;Carting excavated earth from the site or work within a distance of 1 km. Including loading and unloading directed by the Municipal Engineer-80% of EWE Qty.