Municipal Administration Department Tender

Mahalaxmi water plant;Construction of un-reinforced plan 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.

Mahalaxmi water plant;Earthwork excavation for roadf way in soil by mechanical means by using Hydraulic Excavator including cutting and pushing the earth to side of embankment upto a lead of 100 meters including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc. complete for finished item of work for trench cutting as per MORTH Specifications No 301. and as directed by the Engineer-in-Charge

Mahalaxmi water plant;Construction of dry lean cement concrete subbase over a prepared sub base sub grade coars and fine aggregates conforming to IS : 383, the size of coarse aggregate not exceeding 25 mm aggregate cement ratio not to exceed 15:1, aggregate gardation after blending to be as per table 600-1, cement content not to be determined during trail lenght construction, concrete strength not to be less than 10 MPA at 7 days