Municipality Tender

Providing, laying, Spreading and compacting graded HBT (Trap) crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work.

Supply ,delivery and Lowering of 150mm dia R.C.C Plain end pipes NP-2 Class R.C.C Socket and Spigot Pipes Conforming to B.I.S 458/2003 at Ex-Factory (Rate per meter of effective length ) excluding transportation and all taxes and carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No.783/1985 and as directed by the Engineer in Charge.

Construction of VCC M30 grade design mix un-reinforced, 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 IS codes , 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, and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 21- days, and water finishing to lines and grade as per drawing and Technical Specification (Note: Payment will be released only after satisfactory core results of the concrete strength for 28 days as per IS code) etc.,

Supply and Filling of Side Berms with Gravel complying with standard specifications including cost and conveyance of Gravel to site to work Labour charges, Watering tamping, ramming etc., complete and as directed by the Engineer-in-Charge of the work.

Asst. Engineer

Yemmiganur Municipality