WARD NUMBER 2 PURA TRITI MEIN GAPPU KE GHAR SE RAM KARAN KE GHAR TAK CC ROAD NIRMAN KARYA

Earth work in excavation in foundation bed in ordinary Soil etc all comp.

Providing & Laying of P.C.C. 1:6:12 Cement fine sand & 40mm Thick Blast etc 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 wheels roller to achieve desired Density.

Construction of subgrade and Earthen Shoulders construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift 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 aggregated of 45-65 mm sizes to water bound macadam G-3 specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100KN in stage to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up to required density for Grading 3 as per Technical Specification clause 405.30

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 levelling 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

Mild Steel for R.C.C. Work S.I. No- 504

Construction Of H.P. 600mm dia Culvert inclvert including cost of Pipe, Brick work Pointing with Cement sand Mortor and also including all labour and T&P etc complete work etc all comp. S.I. No- 18(d)

Supply & Fixing of Marble Board etc all comp.