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NTID 42896049
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💬 Talk to Our Bidding ExpertCorrigendum Construction Of in phulbani - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Construction Of " in phulbani, India.
- Opening Date : Fri 5th December, 2025
- Closing Date : Thu 4th December, 2025
- ₹ 5377000.00
- NTID 42896049
Key Values: Document Cost: 10000.00 | EMD: 53800.00 | Estimated Cost: 5377000.00
Tender Description
Corrigendum : Construction Of Jogamaya Nala Check Dam Near Village Tailasahi Of Chakapad Gp In Chakapad Block Of Kandhamal District.
Documents
Get Complete Tender Details Now - Download the Document!
Download Now – Only ₹200-
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
53800.00 -
Document Cost
10000.00 -
Estimated Cost
5377000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Due Date Extended for tenders closing on 02-12-2025. | Admin Corrigendum Date Extend |
BOQ Items Total Items : 10 | Total Qty : 4064.5
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc. inter-spread with boulders up to cum. Size with all lifts and de-lifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge with all leads from the place of excavation complete in all respect as directed by the Engineer in charge. (measurement should be taken on finished level section) (over burden cutting) | 674.350 | cum |
| 2 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc. inter-spread with boulders up to cum. Size with all lifts and de-lifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge with all leads from the place of excavation complete in all respect as directed by the Engineer in charge. (Foundation) | 753.950 | cum |
| 3 | Excavation of foundation in D.I. Rock not requiring blasting to be removed by pick axes and crow bars and depositing excavated materials with 50m. initial lead and 1.50m. initial lift including rough dressing as per specification of the department including stacking useful materials separately with all labour charges and T&P charges required for this item as per direction of the Engineer in charge. | 39.680 | cum |
| 4 | Cement Concrete (M 15) with 20 mm down grade crusher broken hard granite chips quarried & free from weathered skin of approved quality mixing by concrete mixer including hoisting, lowering and laying concrete in position to proper slope and level and compacting by Vibrator in layers not exceeding 0.15m in depth finishing the exposed surface smooth including watering, curing for required period including cost, conveyance, royalty and other taxes of all materials labour, T&P materials required for this item complete as directed by Engineer-in-charge. | 414.810 | cum |
| 5 | Rainforced Cement concrete in (M 20) with 20 mm down grade hand broken hard granite chips quarried & free from weathered skin of approved quality mixing by concrete mixer including hoisting, lowering and laying concrete in position to proper slope and level and compacting by Vibrator in layers not exceeding 0.15m in depth finishing the exposed surface smooth including watering, curing for required period including cost, conveyance, royalty and other taxes of all materials labour, T&P materials required for this item complete as directed by Engineer-in-charge. | 157.100 | cum |
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