Public Works Department Tender

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grade -3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Including All taxes, T&P, materials, Royalty & labour cess, etc but excluding GST.

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 withn 43 grade cement or any other type as per clause 1501.2.2 (1:1.5:3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25mm. mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design. laid in approved fixed side form work. (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels. rakes, compacted using needle, screed and plate vibrators and finished in continuous poeration including provision of contractiion and expansion, construction joints as per norms, 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 conpound (where specified) and water finishing to lines and grade as per drawing and Techical specification clause 1501 including cost of polythene sheet and also including conplete shifting of matrials & concrete etc Including Expention joints . (Item no. New item 9(i) page no 47) Including All taxes, T&P, materials, Royalty & labour cess, etc but excluding GST.

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. Including All taxes, T&P, materials, Royalty & labour cess, etc but excluding GST.