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| 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 10 km as per Technical Specification Clause 301.5(Earth work with 10.000 km Lead) |
| 2 | Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for Proper completion of work as directed by the Engineer-in-charge asper PWD S.I(273). (Rates are including all taxes,freight etc but excluding GST) |
| 3 | Brick masonry work in 1:4 cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 |
| 4 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 5 | Cement concrete with 2 cm gauge approved stone grit , approved coarse sand and cement in the proportion of 4:2:1 including supply of all material , labour and T&P etc. required for Proper completion of work as directed by the Engineer-in-charge as per SI. No (279a). (Rates are including all taxes,freight etc but excluding GST). |
| 6 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor 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, as per MORD specification 401 |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes 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-III) including all material, labour, taxes but excluding GST |
| 8 | Construction of un-reinforced, 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 Specification Clause 1501 |
| 9 | Providing and laying reinforced cement concrete in open foundation as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (R.C.C. Grade)For nominal mix 1:1.5:3 |
| 10 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 Please Enable Macros to View BoQ information |
