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NTID 47272052
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💬 Talk to Our Bidding ExpertHighway Connecting Lakmapur To in Shimoga - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Highway Connecting Lakmapur To" in Shimoga, India.
- Opening Date : Tue 1st December, 2026
- Closing Date : Mon 30th November, 2026
- ₹ 0.00
- NTID 47272052
Key Values: Document Cost: 11800.00 | EMD: 729000.00 | Estimated Cost: 0.00
Tender Description
Highway Connecting Lakmapur To Antharavalli Via Mudidoddikoppa, Huralikoppa, Kotipura, Anavatti , Haralikoppa, Kuppagadde, Thavanadi Bilavagodu , Kallambi, Gudavi, Kanthanahalli, Gunjanur In Soraba Taluk.
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
729000.00 -
Document Cost
11800.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 32 | Total Qty : 85082.035
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, usage charges of all machineries Including cost and conveyance of all materials with hire charges of machinery and equipment, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. For New roads in area of light jungle by mechanical means | 0.99 | Ha |
| 2 | Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads including all labour, load, unload usage charges of all machinery etc., complete By Mechanical Means using Hydraulic excavator, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. | 18150 | Sqm |
| 3 | Compacting original ground supporting sub grade Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for subgrade construction including all lead, lifts, loading, unloading, all labour, usage charges of all machinery etc., complete.and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. | 4950 | Cum |
| 4 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 including protection of edges of GSB layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete, all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. Grading-V Closed graded 150 mm compacted Thickness | 2475 | Cum |
| 5 | Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired densityof 98% including protection of edges of WMM layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete, Laying using Grader , 250mm Compacted thickness all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. | 2887.5 | Cum |
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