Municipality Tender

Construction of 450mm CC Drain and Culvert from D.NO.4 1 130/1 Ch.Raja Rajeswrari to D.NO.4 1 60 Gum;Filing with Stone Dust in Drain bed with STONE DUST this rate including cost and conveyance of all materials and labour charges etc., complete as per ss and as directed by departmental officer incharge of the work.

Construction of 450mm CC Drain and Culvert from D.NO.4 1 130/1 Ch.Raja Rajeswrari to D.NO.4 1 60 Gum;Providing C.C (1:4:8) mix using 40mm size HBG Metal from approved quarry including cost and conveyance of all meterials seigniorage charges and all labour charges for mixing laying finishing and curring etc complete as per ss and directed by departmental officer in charges of the work

Construction of 450mm CC Drain and Culvert from D.NO.4 1 130/1 Ch.Raja Rajeswrari to D.NO.4 1 60 Gum;Providing Concrete for plain/ reinforced concrete (1:2:4) Nominal mix in open foundations using 20 mm nominal size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including cutting for 14 days complete as per drawings and technical specifications

Construction of 450mm CC Drain and Culvert from D.NO.4 1 130/1 Ch.Raja Rajeswrari to D.NO.4 1 60 Gum;b) For drain body walls

Construction of 450mm CC Drain and Culvert from D.NO.4 1 130/1 Ch.Raja Rajeswrari to D.NO.4 1 60 Gum;RCC M-20 norminon mix (Cement, fine Aggregate & coarse aggregate ) corresponding to table 9 of IS 456 using 20 mm size graded machine crushed hard granate metal from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand), Coarse aggregate & water ect., to site and including all operational , iccidental and labour charges such as machine mixing, laying, compacting, curring etc., complete but excluding cost of steel and its fabrication charges for finished item of work etc., complete as per SS and as directed by the departmental officer in charge of the work. But Excluding segniorage Charges (Culvert Slab)

Construction of 450mm CC Drain and Culvert from D.NO.4 1 130/1 Ch.Raja Rajeswrari to D.NO.4 1 60 Gum;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 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. Unit = cum Taking output = 75 cum (172.50 t)(100 x 3.75 x 0.200). But Excluding Seigneiorage Charges. For Approches

Construction of 450mm CC Drain and Culvert from D.NO.4 1 130/1 Ch.Raja Rajeswrari to D.NO.4 1 60 Gum;Suplly fitting and placing HYSD bars for reinforcement complete as per drawing and technical specifications for bars below 36mm dia including overlaps and wastage where they are not welded this rate including cutting into size, bending, tieing etc., complete as per SS and as directed by the departmental officer in charge of the work