Public Works Department Tender

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401..

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam grade-III specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Construction of un-reinforced, dowel jointed, at expansion and construction Joint only, plain, cement concrete pave ment, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as oer clause 1501.2.2 M-30 (Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side formwork (steel channerl, laying and fixing of 125 micron thick polythene film, wedgesm steel plates including levelling the from work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, do wek bars, near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14- days curing compund (where specified) and water finishing to lines and grade as per drawing and technical Specification Clause 1501