NAVNIRMIT CC ROAD SE UMASHANKAR MISHRA SANTOSHI MATA MANDIR TAK C C ROAD NIRMAN KARYA

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 desire density, complete as per clause 401

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 batching and mixing plant as per approved miz design, transported to site, laid with a fixed form or slip form pavar, spread, compacted and finished in a continuous opreation inlcuding provision of contraction expansion, construction and longitudinal joint, joint fillerm, separation mambrane, sealant primer, joint sealant debonding strip, dowel bar tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per technical specification clause 301.5 .

Supply and fixing sign and display board.