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NTID 43226033
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💬 Talk to Our Bidding ExpertBtr ridf xxxi 25 26 48 Constru in Udalgiri - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Btr ridf xxxi 25 26 48 Constru" in Udalgiri, India.
- Opening Date : Tue 30th December, 2025
- Closing Date : Tue 30th December, 2025
- ₹ 49450000.00
- NTID 43226033
Key Values: Document Cost: 9890.00 | EMD: 989000.00 | Estimated Cost: 49450000.00
Tender Description
Btr_ridf_xxxi_25_26_48 Construction Of Icbp Road From (1) Hapabari Road To Pakimuri Link Road Under Dumuruguri Vcdc (2) Ranthali Bagicha Chowk To Kulshipar Link Road Under Chengapathar Vcdc (3) Chenibari Link Road To Gohain Kamal Road Via Bholabari G
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
989000.00 -
Document Cost
9890.00 -
Estimated Cost
49450000.00
BOQ Items Total Items : 68 | Total Qty : 56383.12
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | 1) Hapabari Road to Pakimuri link Road under Dumuruguri VCDC 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 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. (I) By Manual Means (a) In area of non thorny jungle | 0.250 | Hect. |
| 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 compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land | 3256.780 | Cum |
| 3 | 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. (i) Private Land | 2700.000 | Cum |
| 4 | Granular Sub-base with Well Graded Material (Table 400.1) 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. (A) By Mix in Place Method (ii) For Grading II Material | 586.000 | Cum |
| 5 | Water Bound Macadam Sub-base/base (III) WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III 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 | 351.630 | Cum |
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