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NTID 47159010
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💬 Talk to Our Bidding ExpertImprovements To Sh-106 From Km in Mudigere - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Improvements To Sh-106 From Km" in Mudigere, India.
- Opening Date : Fri 20th November, 2026
- Closing Date : Thu 19th November, 2026
- ₹ 0.00
- NTID 47159010
Key Values: Document Cost: 11800.00 | EMD: 729000.00 | Estimated Cost: 0.00
Tender Description
Improvements To Sh-106 From Km 32.00 To 42.00 Horanadu Connecting Baluru Handpost Via Kalasa Selected Reaches Working Chainage From Km 32.00 Km To 38.00 Km Job No.86
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 : 26 | Total Qty : 50572.55
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Surface Drains in Soil (New) - Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within including all lead, lifts, all labour, load unload usage charges of all machinery etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. Mechanical Means | 2500 | Metre |
| 2 | Scarifying the existing bituminous 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. All other incidental charges, as per the direction of Engineer-In-Charge of the work. By Mechanical Means using Hydraulic excavator. | 4400 | 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. All other incidental charges, as per the direction of Engineer-In-Charge of the work. | 900 | 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, spredding 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, as per the direction of Engineer-In-Charge of the work. (Compacted thickness). Grading-V Material ( Close graded) Plant Mix method | 1056 | Cum |
| 5 | Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, to wet mix macadam specification includingpremixing 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. All other incidental charges, as per the direction of Engineer-In-Charge of the work. (Compacted thickness) B Laying using Grader | 1140 | Cum |
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