Public Works Department Tender

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slope. as per 253(a) & 254(a) as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applaying and brooming crushable screening to fill up the interstices of course aggregates, watering and compacting to the required to the density grading 3 As per technical specification clause 405.3 as per direction of E/I including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST.

Construciton of un - reinforced, dowel jointed at expenssion and construction joint only plain cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade (O.P.C.) cement or any other type as per Clause 1501.2.2 M 30 Grade coarse and fine aggregates 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 weight batcher using approved mix design, laid in approved fixed side from work (steel channel, laying and fixing, 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 operation including provision of contraction 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 compound (Where specified) and water finishing to lines and grade as per drawing and finished with power trowel cum floter trimix flooring machine as per technical specification no 1501, SOR item no 20.15 (b) New item and Technical Polythene sheet and dowel bar and also including complete shifting of materials & Concrete etc including cost of material, labour, Tools & Plants, labour cess, royality and all taxes etc. but excluding cost of GST as required for propor complition of the work directed by Engineer in charge.