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| 1 | Clearing and grubbing road land including uprooting wild vegetation,grass, bushes, shrubs, saplings and trees of girth upto 300 mm,removal of stumps of such trees cut earlier and disposal ofunserviceable materials and stacking of serviceable material to beused or auctioned, upto a lead of 1000 m including removal anddisposal of top organic soil not exceeding 150 mm in thickness as perTechnical Specification Clause 201. Non thorny jungle) ( ByMechanical Means) P.W.D. S.I. No 259 |
| 2 | Excavation in foundation in ordinary soil (Loam clay, or sand )including filling lift upto 1.5 metre (5fts.) and lead upto 30 m.(100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directedby the Engineer - in - charge upto a distance of 30 M. (100 fts.) from the foundation trenches.as per SI 251 |
| 3 | Earthwork in cutting or in embankmentin ordinary soil excavation to be in the form or regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20 cm layers, including ramming & dressing the surface to requiredlevels and slopes and also including lift up to 1.5 m and lead up to 30 m. The earth cutting to be used in makin embankment or to be deposited as spoil banks within 30m distance as directed by the Engineer - in - charge.as per SI No 253 |
| 4 | Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements |
| 5 | Granular Sub-base with well Graded Material (Table400.1)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 Technical Specification Clause 401. |
| 6 | Providing, 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 MORD Sr. No.4.7(3) & Technical Specification Clauses 405. |
| 7 | 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 plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying near 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 |
| 8 | Providing and Fixing Of Sign Board s per direction by Engineer Incharge |
| 9 | Construction of 450 mm Dia HP NP3 |
| 10 | deduction of competitive price efficincy @ 5% Please Enable Macros to View BoQ information |
