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Sopd g 24 25 39 Construction O, Lakhimpur - Tender Details
Explore tender information for Sopd g 24 25 39 Construction O in Lakhimpur, including eligibility, deadlines, and bid specifics.
Public Works Roads Department
Lakhimpur, Assam, India
NTID 39359679
Opening Date : Fri 7th March, 2025- Closing Date : Fri 7th March, 2025
- ₹ 257500000.00
- NTID 39359679
Sopd_g_24_25_39 Construction Of Road Cum Embankment On Left Bank Of Dikrong River (nh-15 At Bahanibari To Sissapathar Bridge Approach) (ch. 0.00m To 9110.00m And 11880.00m To 18400.00m) Including Approach Roads Funder Sopd-g For The Year 2024-25
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
5150000.00 -
Document Cost
20000.00 -
Estimated Cost
257500000.00
BOQ Items Total Items : 28 | Total Qty : 704014.25
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing and Grubbing Road LandClearing 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 of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 ii)By Manual Means (a) In area of non-thorny jungle | 13.600 | Hectare |
| 2 | Construction of Embankment with Material Obtained from Borrow Pits 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 comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (a) Private Land | 359523.000 | Cum |
| 3 | Construction of Subgrade and Earthen ShouldersConstruction 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 (a)Private Land | 16804.970 | Cum |
| 4 | Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place MethodConstruction 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. (ii) For Grading II Material | 9749.630 | Cum |
| 5 | Water Bound Macadam Sub-base/base (III) WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.IIIProviding, 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 | 4920.190 | Cum |
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