Tender For Reconstruction Of Noorpur Seohara Road To Mirzapur Dhikli Remaining Portion - Construction Of Subgrade And Earthen Shoulders Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Lead, bijnor-Uttar Pradesh

Tender For Reconstruction Of Noorpur Seohara Road To Mirzapur Dhikli Remaining Portion - Construction of Subgrade and Earthen Shoulders Construction of subgrade 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 1000 m as per Technical Specification Clause 303.1. (Including labour cess but excluding GST.) 2 W.B.M. G-3 (22.4-53 mm stone ballast) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. As per MORD Specification clause 401 Sr. No. 4.07(3)(A). (Including labour cess, Royalty but excluding GST). 3 Construction ofun-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 , 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-days, Using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 (Including labour cess, Royalty but excluding GST.)

INR 854 /-

INR 134000.0 /-

INR 13.40 Lakhs /-

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