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NTID 46312750
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💬 Talk to Our Bidding ExpertCorrigendum Carrying Out Geo in Indore - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Carrying Out Geo" in Indore, India.
Raja Ramanna Centre for Advanced Technology Indore
Indore, Madhya Pradesh, India
NTID 46312750
- Opening Date : Fri 25th September, 2026
- Closing Date : Mon 21st September, 2026
- ₹ 27500000.00
- NTID 46312750
Tender Description
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
550000.00 -
Document Cost
Refer Documents -
Estimated Cost
27500000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | CORRIGENDUM for Date Extension | Date |
BOQ Items Total Items : 88 | Total Qty : 10399
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Important Notes (applicable to the entire work): 1. The bidder must possess valid EPF & ESIC registration. 2. The bidders need to deposit EPF & ESIC with appropriate authority. The reimbursement for EPF & ESIC deposit shall not be made. 3. The payment of wages to labourers should be made through bank 4. The bidder must possess sufficient manpower & other resources (as detailed in SGF ) required for the timely completion of work. 5. Bidders are encouraged to visit site to understand the intricacies of the work before quoting. 6. It is mandatory to obtain police verification of the personnel to be deployed at site from Office of the Superintending of Police, District Indore before they are allowed to work at site | ||
| 2 | Part A : Borehole Drilling and Associated Tests | ||
| 3 | Earthwork excavation in foundations in all soils other than soft and hard rock by mechanical means (hydraulic Excavator)/manual means. Select excavated soil shall be carefully packed and sealed to be used for carrying out various tests on soil. The remaining soil shall be refilled in the excavated pit after extraction of samples for testing. (Depth of excavation shall be measured from the existing average ground level.) | ||
| 4 | upto a depth not exceeding 1.5 m from Ground Level (GL) | 110 | Cum |
| 5 | 1.5 - 3.0 m from GL | 40 | Cum |
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