WARD NO. 25 ME SUSHILA BATHAM KE GHAR SE LODHANHAR PULIYA KI TARAF CC ROAD AND NALI NIRMAN KARYA.

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. As per MORTH ref No. 601

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 confonning 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, compacled 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, firishing to lines and grades as per MORTH Ref no.602

Providing & Laying R.C.C. Slab in 1:2:4 Cement & Coarse Sand & Stone Grits. All Compl. As per PWD Si No. 284

Mild Steel or Iron Work Such as Ranforcement in R.C.C, Work. As per PWD Si No.504

P/F black Granite board