Public Works Department Tender

Wet Mix Macadam Providing Laying Spreading and Compacting grade Stone aggregates of wet mixed macadem specification including premixing the meterial with water at OMC Mechnical Mix Plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase / base course of well prepared surface and compacting with vibratry roller to achive the desired Compation. (MoRT&H Specification No. 406)

Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement (OPC) 400 kg per cum as per mix design, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation memberane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges. MoRTH Standard Data book S.No. 6.2 (602)

Granular Sub-Base with Coarse Graded Material (Table 400-2) By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 B