ward no 06 pure heeraman me nandlal ke ghar se gyan singh ke ghar hote huye nagendra ke ghar tak si si road naali nirman karya

Earth work in excavation in foundation bed in ordinary soil i/c all comp. drain

Providing & laying Of P.C.C1:6:12 Cement,fine sand &40mm brick blast i/c all comp. S.I NO.273

Construction of granular sub base by providing well graded material mixing in mechanical mix plant carriage of mixed material to the work site, spreading in uniform layer with motor grader on prepared surface and compacting with smooth wheel roller to achieve desired density.

Construction of subgrade and Earthen shoulders construction of subgrsde and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site,spreading grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1.

Providing, laying, spreading and compacting stone aggregates of 45-65 mm sizes to water bound macadam G-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density for Grading 3 for leak undulation level coat & Pots hole filling as per Mord Specification. 405.3

Construction of un-Reforced, dowel jointed at expension and construction joint only, plain cement concrete pavement, thickness as per desingn, over a prepared sub base, with 43 grade cement or any other type as per clause 1501-2.2 M30 Grade, coarse and fine aggregate conforming to IS 383 macadam size of coarse aggregate not exceeding 25mm mixed in a concretee 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 polthene film, wedges, steel plates including leveliing the formwork as per drawing), spreading the concrete with showels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provisiion of contraction and expansion, construction joints, applying, deboinding 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 specifed and water finishing to lines and grade as per drawing and technical specification on clause 1501