NH-6 to Asua Road_Road_CC overlaying0.600 to 0.817

Construction of embankment with approved materials obtained from borrow pits with all lifts and leads,transporting to site by mechanical means within a lead of 5 kms,spreading and grading to required slope and compacting meet requirement of table 300-2 & clause 305 of MoSRT&H specifications 4th revision)

Construction of un-rainforced, dowel jointed, plain cemnt contrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, 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 fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints joints sealant, debonding strip, dowel bar, tie rod, admixtures finishing to lines and grades as per drawing and as per Clause 602 of MOSt & H Specifications for Road & Bridge works (4th Revision)