Special repair work with CC at Km 1 of Magarpur-Khisni road

Construction of un-reinforced, dowel jointed, plain cement concrete 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 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.

Providing and laying of 80mm interlocking concrete block pavement laid in stone dust base and fill joint with fine sand. Joint filled after leveling and dressing base including supply of all material, labour, T&P etc. required for proper completion of work. (S.I. No-New item no-3, Ch-4).