Municipality Tender

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

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 M20 (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 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

CC Road;Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including sales & other taxes on all materials and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work.

CC Road;Supply and Filling with 2.36mm and below HBG stone Chips as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH including cost and conveyance of all materials and labour charges etc., complete for finished items of work.

CC Road;Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with initial lift of 3 mts and lead up to 50m as per Technical Specification Clause 302.3 MORD.