construction c c road And drain from Sateesh ke makan to Balmiki shamshaghat

Dismentling of old c.c road.(As per analysis)

Providing laying spreading and compaction stone aggregates of 22.4-53mm size to water bond macadam specification including spreading in uniform thikness hand packing rooling with 3 wheeled 8-10 tonne roller in stages to proper grade and camber approved complete.(As per analysis)

M-150 brick work in 1:4 one cement & four fine sand of 1:25 F.M. mortar in foundation and plinth including supply of all materials, labour, T & P etc required for proper completion of the work. (As per analysis)

12 mm thick plaster 1:4 with Cement and fine sand including supply all material and labour, T & etc. (As per analysis)

C.C. 1:2:4 in cement coarse sand and grit 2 cm. gauge in cc road (As per analysis)

Construction of un-reinforced, without dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 (1:1½:3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work (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 continuous operation including provision of contraction and expansion, construction joints as per norms, applying debonding strips primer, sealant, dowel bars, near approaches to bridge/ culvert and construction, joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (Where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including Cost of Polythene Sheet and also including complete shifting of matrials & Concrete etc.(M-20).As per analysis

S/F of crossing complete.DSR 10.25.2 (DSR Factor 172.60x0.757 = 130.65

S/F of innorgation stone.