Municipality Tender

Construction of CC Drain near HP Gas Godown in 20th ward of Narsapur Mun;Plain Cement concrete (1:4:8) using 40mm metal with concrete mixer. All work upto plinth level (Page No.661) BLD-CSTN-2-5 as per SS and as directed by the Departmenal In-charge of the work excluding seignorage charges

Construction of CC Drain near HP Gas Godown in 20th ward of Narsapur Mun;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 For Bed and Walls

Construction of CC Drain near HP Gas Godown in 20th ward of Narsapur Mun;VRCC M-20 Nominall mix (Cement;fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all mateirals including all operational, incidental and labour chrages such as machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering. For Culvert slabs & Bed blocks, Slab covers

Construction of CC Drain near HP Gas Godown in 20th ward of Narsapur Mun;Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded

Construction of CC Drain near HP Gas Godown in 20th ward of Narsapur Mun;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)