SALEMPUR PITCH MARG SE PASHCHHIM TARAF HOTE HUE NAYA BUS STATION TAK CC NIRMAN KARYA

Providing, laying and compacting of stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness,hand packing ,rolling with smooth wheel roller 80-100KN in stages to proper grade and camber appling and brooming stone screening binding materials to fill up theinterstices of coarse aggregate,watring and compacting to the required density grading 3 MORD-4.9 495

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 Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, 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 continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-daysusing curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. MORD-11.1 300

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 MORD-11.4 "800 & 1200

Plain/Reinforcement cement concrete in sub structure compleate as per Deawing and techenical Specification clauses 802,803,,1202 and 1204 R.C.C M 25 grade MORD-11.4 800

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1000, & 1202

Supply and fixing Inuguration post at site.