Name of Work:- C/O WORK OF CC ROAD AND DRAIN FROM H/O HAJI LUKMAN TO HOUSE OF DR ASLAM AND MAIN ROAD TO IRSHAD HOUSE IN WARD NO 25 MOH-NEJOSARAY | Sl. No. | Item Description | |
| 1 | Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the engineer-in-charge with in a distence of 60 m(200 Ft) | | 2 | Disposal of dimantled material including supply of all materials | | 3 | construction of subgrade and earthen shoulders construction of subgrade and earthen shoulders with approved material obtained from borro pits with all lifts and leads, trasporting to site, spreading, grading to requried slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specific ation clause 303.1 | | 4 | Concrete with 4cm guage apporved stone ballast coarse sand and cement in proportion of 1:4:8 including supply of all materials labour and T&P etc . Required for proper completion of work. | | 5 | Cement concrete with 2cm guage apporved stone grit coarse sand and cement in proportion of 1:2:4 including supply of all materials labour and T&P etc required for proper completion of work. | | 6 | M-150 brick work in 1:3 (one cement and Three coarse sand mortar) in foumdation and plinth including supply of all material, labour and T&P etc required for proper completion of work. | | 7 | 12mm thich plaster with one part of cement and three part of apporved coarse sand including supply of all materials, labour and completion of work. | | 8 | WBM Grading 3 (22.4-53 mm Stone ballast)Providing, laying, spreading and compacting stoneaggregates of specific sizes to water boundmacadam specification including spreading inuniform thickness, hand packing, rolling withsmooth wheel roller 80-100 kN in stages to propergrade and camber, applying and brooming, stonescreening to fill-up the interstices of coarseaggregate, watering and compacting to therequired density Grading 3 as per TechnicalSpecification Clause 405. | | 9 | 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-days, Using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical SpecificationClause 1501 | | 10 | Mild Steel or iron work in small size such as trusses… | | 11 | Add GST 18% Please Enable Macros to View BoQ information |
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