Additional Work On Ridf-26 In Sub Division Bassi-I Road work (Based on PWD Rural Circle Jaipur road BSR 2019) Validate Print Help 1 Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRTH Specification Clause 201. By Manual Means 4.913 P.Hect. 7930.00 38960.000 INR Thirty Eight Thousand Nine Hundred & Sixty Only 2 Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRTH specifications Clause 3002 Mechanical Means 654.000 P.Cum 111.00 72594.000 INR Seventy Two Thousand Five Hundred & Ninety Four Only 3 Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material 119.000 P.Cum 415.00 49385.000 INR Forty Nine Thousand Three Hundred & Eighty Five Only Sl. No. Item Description Quantity Units Estimated Rate in Rs. P TOTAL AMOUNT Without Taxes in Rs. P TOTAL AMOUNT In Words 1 2 3 4 5 6 7 4 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate By Mechanical Means 79.000 P.Cum 979.00 77341.000 INR Seventy Seven Thousand Three Hundred & Forty One Only 5 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 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of 158.000 P.Cum 5460.00 862680.000 INR Eight Lakh Sixty Two Thousand Six Hundred & Eighty Only 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 and water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments.
