Municipality Tender

UG Drain and cc patches;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 28- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

UG Drain and cc patches;Constuction 904mm dia solid block masonary inspectin chamber as per IS_4111:Part_1:1986 with cement mortar (1:6) prop using fly ass bricks of 225 mm thick from approved source having aminumm crusingstrenth of 10N/ mm2 including plastering with cm 1:1/12 including cost and conveyance of material cost of labour etc complete finished item of work

UG Drain and cc patches;Supply, delivery, laying, jointing and initial testing of 300 mm dia RCC NP3 class Hume pipes socket & spigot conforming to IS 458 with amendments including cost and conveyance of all materials, jointing rubber rings, labour and other incidental charges etc., complete as per specitifications & drawings and as directed by the Engineer in charge for finished item of work. (Section.7,Specifications)