Municipality Tender

UGD and CC Road;Saw cut joints for freshly laid concrete pavement including all material and labour charges Grooves 2-3mm)

UGD and CC Road;Vaccum dewatering of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.7-0.8 atmosphere as per the standard procedure, floating with power floater, vibrating using Screed vibrator, mechanical trowelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc,complete for finished item as directed by the Engineer in Charge.

UGD and CC Road;Construction of pavement, thickness as per design, prepared sub base, with 43 grade cement 350 kg per cum or any other type as per Clause 1501.2.2 M30 over a (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 micron thick polythene film, wedges, steel plates 3 including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, scarced and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slaba for 14- days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.