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| 1 | Construction of sub-grade by providing borrow pit material with 2% Lime , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 2 | 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 |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification 22.4-53mm including spreading in uniform thickness, hand packing, rolling with smooth wheel 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. |
| 4 | Construction of un-reinforced, dowel jointed, at expansion and construction Joint only, plain, cement concrete pave ment, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as oer clause 1501.2.2 M-30 (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 weight batcher using approved mix design, laid in approved fixed side formwork (steel channerl, laying and fixing of 125 micron thick polythene film, wedgesm steel plates including levelling the from work 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, do wek bars, near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14- days curing compund (where specified) and water finishing to lines and grade as per drawing and technical Specification Clause 1501 |
| 5 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side |
| 6 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 |
| 7 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (As Per MORT'H- SI-9.03) |
| 8 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 9 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (As per MORT&H) SI- 15.13) |
| 10 | Providing & Laying reinforced concrete pipe NP3 for culverte on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (1 cement : 2 coarse sand).for 1000 mm dia NP3 Hume Pipe |
| 11 | Providing & Laying reinforced concrete pipe NP3 for culverte on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (1 cement : 2 coarse) 350 mm dia NP3 Hume Pipe |
| 12 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 13 | Pointing with cement mortar (1:3) on brickwork in parapet as per technical specifications Clauses 613.3 and 1208.4 |
| 14 | Painting,Writing,Lettering etc. on NumberPlates on culverts including all materials,Labour,T&P etc. required for proper completion of work.(Lump Sum) |
| 15 | Construction of subgrade and earthen shoulders with approved material obtained from local pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 Please Enable Macros to View BoQ information |
