WARD NO. 5 JHAGRU KE MAKAN SE GALLAMANDI HOTE HUE MUKARRABEEN KE MAKAN TAK CC ROAD EON NALI NIRMAN KA KARYA

P/I c.c. in 1:4:8 cement, coarse/sand & 40 mm guage stone ballast as per Sch. No.-273

R.C.C. work in 1:1:5:3 cement, C sand & stone grit 20mm S/G mortor all labour T&P complete work etc. chapter no.05 item no. 285 for cover

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work etc SI No. 504

M-150 Class brick work in 1:4 cement and corase sand of 1.25 fm mortar in foundation and filling including supply of material labour and T&P etc. required for proper competition of the work. CHAPTER No. 6 SCH P.W.D. 307

Plaster work in 1:3 cement & C/sand mortar as per S.I. No.-583

Construction of un-reinforced, dowel jointed, at expansion and construction joint only, plain cement concrete pavement thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per caluse 1501.2.2M30 (Grade) coarse and fine aggregates conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in confunious operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, scalant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved curing of concrete slabs for 14 days including trimixing by

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