Gram Nagla showroom mein madhyamik Vidyalay Se siddayal ke Ghar Tak CC karya

E/work in filling by cartage of Earth with 30m lead and lift upto 1.5m as per S.I. No. 253 From 7km

Construction of granular sub-base by providing coarse graded material, spreading in uniform layears with motor graded on prepared surface, mixing by mix in place method with rotavator at omc,Mord SI. No.4.1 CH-20

P/ laying in cement concrete 1:5:10 (1 cement 5 Fine sand 10 stone ballast 40 mm nominal size) and curing complete inclduing supply of all materials, labour and T&P etc required for proper completion of work as per direction of DSR. SI. No. 4.1.10 CH 05

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base M-30 (Grade) (1:1.5:3), 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 memberane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.Mord 6.4(1500) CH-20

P/F informatory sign board with both side painting and writing including all charges etc. required for proper completion of the work as per E./I. (size 4:3)

ADD GST 18 PERCENT

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