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| 1 | Work |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification Clause 301.5.Sr.no.MORD 301.5 |
| 3 | Excavation in foundation in oridanary soil (Loam clay or sand ) including filling lift up to 1.5 m and lead upto 30 m &b including filling watering & ramming of excavated earth into the trenches or into the space between the building and the site of foundation trenches into the plinth and removval and disposal of surplus earth as directed by the engineeer in charge into a distance of 30 m from the foundation trenches. |
| 4 | Granular Sub-base with well Graded Material (Table400.1) By Mix in Place Method 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, complete As per MORD Sr. No.4.1 and Technical Specification Clause 401. |
| 5 | Providig, laying,G-3 spreading and compacting stone aggregated of specific sizes (53 mm to 22.4 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth whee roller 80-100 Kn in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 As per MORDSr. No.4.7(3) & Technical Specification Clauses 405. |
| 6 | Cement Concrete Pavement -Construction ofun-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 Cum0 (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 usingplate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applyingnear approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days including Trimixing by floating method & adding hardener in required quantity and depth upto 5 cm complete as per drawing and directions of Engineer-In-charge to meet Tenchinal specifications.Clause 1501 |
| 7 | Construction of subgrade & earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with lead upto 1000mAs per MORD Technical Specification Clause 303.1.sr.no.3.14 mord 303.1 |
| 8 | Providing and layingreinforced cement concrete pipe NP3 600 mm dia for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapetsMORD Sr.No.9.3 Clause 1106.As per SOR Ch-20.10 |
