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| 1 | Construction of embankment with approved material obtained from borrow pits with all lifts upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300.2 with lead up to 1000m as per technical specification clause 301.5 |
| 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 density as per MORD specification 401 |
| 3 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification 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. (A) By Manual Means |
| 4 | Cement Concrete Pavement 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, admixture 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 |
| 5 | 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. |
| 6 | Maintenance of Concrete surface including Crack Sealing spot patching,restoration of rain cuts and dressing of side slopes / berms, making up of berms / shoulders, maintenance of drains, maintenance of culverts and cause ways, maintenance of guard rails and parapet, maintenance of road signs, speed breakers, standing trees adjacent to road wherever required. maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc., white washing of parapets including CD works, painting of guard stones, re-fidding of displaced guard stones (as per performance Index Annexure-2) mentioned in GO No. 17/2024/sa-113/23-1-2024-23-1099/113/2023 dated16.01.2024 & Enc Letter No. 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) (I) Maintenance of First Year (@ 0% of Total Work Amount of 1 to 5) |
| 7 | (II) Maintenance of Second Year (@ 0.25% of Total Work Amount of 1 to 5) |
| 8 | (III) Maintenance of Third Year (@ 0.5% of Total Work Amount of 1 to 5) |
| 9 | (IV) Maintenance of Forth Year (@ 0.75% of Total Work Amount of 1 to 5) |
| 10 | (V) Maintenance of Fifth Year (@ 1% of Total Work Amount of 1 to 5) Please Enable Macros to View BoQ information |
