State Urban Development Agency Tender

E/W cutting in or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30 m lead. The earth in form of cutting (b) to be used as spoil banks within 50 m distance as directed by the engineer-in-charge including royalty 9.00 cum. (SI No. 253(A)) Including Cartage of earth up to 8 km lead.

Providing and laying cement concrete in 1:6:12 (1 cement : 6 Fine Sand : 12 Graded Stone aggregate 40 mm nominal size) & curing complete, including cost of form work, in foundation & floors. (SI No. 273)

Construction of un-reinforced, dowel jointed, plain M-25 grade cement concrete pavement over a prepared sub base with 43 grade cement, 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 Concrete paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete in all respects also including cost of material, labour, T&P etc required for proper completion of the work as per direction of Engineer Incharge as per MoRT&H Specification no 602.