Public Works Department Tender

Water Bound Macadam Grading - 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100kN static roller in stages to proper grade and camber, applying and brooming, stone screening to fill-up to interstices of coarse aggregate, watering and compacting to the required density Grading III as per Techincal Specification Clause 405. Including supply of all Material, Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge.

Construction of un-reinforced, Without dowel jointed at expansion and construction joint, plain cement concrete pavement, thickness less then 20 cm over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2(1:1.5:3) coarse and fine aggregate confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate wiegth batcher using approved mix design, laid in approved fixed size form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per draing, spreading the concrete with shovels, rakes compacted using needie, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints as per norms, applying debonding strips primer, sealant, 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 including cost of polythene sheet and also including complete shifting of materials & Concrete but excluding dowel bar etc. SI No. New Item No. 9(1)

(a) 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. (where machine can not move ) Including supply of all Material, Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge. SI No. 251