tender for flank dressing to proper camber etc.complete as per direction of engineer-in-charge , construction of embankment with approved material obtained from borrow pit with all lift & leads, transporting to site by mechanical means within a lead of 5 kms,spreading, grading to a required slope & compacting to meet requirement of table 300-2 & clause 305 of mosrt & h specification for road & bridge work (ar - 06, p - 157, item no - 35) , providing plaincement concrete of m15grade in foundation complete as per drawing and technical specifications clauses 800 & 1200 of mord and as per direction of engineer in charge , construction of un-reinforced, dowel jointed plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400kg per cum, coarse and fine aggregate conforming to is:383, maximum size of coarse aggregate not exceeding 25mm, 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 membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, as approved, curing compound, finishing to lines and grades as per drawing and as per clause 602 of mosrt&h specifications for road & bridges work (4th revision).