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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 CrAdmitted-Finance | ₹4.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.0 Cr+₹36 L (7.69%)Admitted-Finance | ₹5.0 Cr+₹36 L (7.69%) | L2 | Admitted-Finance |
| 3 | L3₹5.7 Cr+₹1.0 Cr (22.2%)Admitted-Finance | ₹5.7 Cr+₹1.0 Cr (22.2%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Bidder withdraw the Bid |
| Sl No | Description | Qty | Unit | Giriraj Associates L1 | A B CARRIERS L2 | JAIN STONE CRUSHER L3 |
|---|---|---|---|---|---|---|
| 10.00Disposal of pond Ash & bottom ash from operational Ash dyke to low lying area (Location -Umerpani) | ||||||
| 10.10 | Transportation of pond Ash, bottom ash or both from operational Ash dyke to low lying area near village-Umerpani, Khasra No-222 (10 Km). | 1,50,000 | CUM | 222 ₹3,33,00,000 Lowest | 235 ₹3,52,50,000 | 258 ₹3,87,00,000 |
| 10.20 | 1. All organic matter, vegetation, roots, stumps, bushes, rubbish, swamp materials, etc. shall be removed from the site before disposal of ash.
2. All existing undulations, holes, cavities and excavations made for plate load rests and other soil investigations, etc. shall be filled with pond ash
3. Loading, Unloading, spreading, compaction, watering, boulder pitching, covering with soil (300-500 mm) and compaction complete, Plantation, 02 boring for water sampling.
4. The Construction of Earthen Embankment with material obtained from approved filling site.
5.Construction of an earthen embankment/toe protection/peripheral wall of the cross- section as given in Annexure-2 for protection of nallah/water body exists within/adjoining the low-lying area from spilling of ash or ingress of surface runoff into it.
6.Construction of one number of RCC retaining wall at downstream of the low lying area as per attached drawing as Annexure -2.
7. Construction of drain around the peripheral wall & proper stone pitching.
8. Putting pipe in the retaining wall and extend it up to ground level to protect the soil erosion. Putting of pipeline outside and connect it with outer drain and extend it up to ground level.
7.Two compartments/internal wall of not more than one-hectare size each are to be made of earth (as per attached drawing as Annexure -2) and ash to be filled one by one in these compartments. | 1,50,000 | CUM | 12 ₹18,00,000 Lowest | 17 ₹25,50,000 | 28 ₹42,00,000 |
| 20.00Disposal of Fly Ash & bottom ash from Silo & dewatering bin to low lying area (Location -Umerpani) | ||||||
| 20.10 | Transportation of Fly Ash, bottom ash or both from Silo & dewatering bin to low lying area near village-Umerpani, Khasra No-222 (10 Km). | 50,000 | CUM | 222 ₹1,11,00,000 Lowest | 235 ₹1,17,50,000 | 258 ₹1,29,00,000 |
| 20.20 | 1. All organic matter, vegetation, roots, stumps, bushes, rubbish, swamp materials, etc. shall be removed from the site before disposal of ash.
2. All existing undulations, holes, cavities and excavations made for plate load rests and other soil investigations, etc. shall be filled with pond ash
3. Loading, Unloading, spreading, compaction, watering, boulder pitching, covering with soil (300-500 mm) and compaction complete, Plantation, 02 boring for water sampling.
4. The Construction of Earthen Embankment with material obtained from approved filling site.
5.Construction of an earthen embankment/toe protection/peripheral wall of the cross- section as given in Annexure-2 for protection of nallah/water body exists within/adjoining the low-lying area from spilling of ash or ingress of surface runoff into it.
6.Construction of one number of RCC retaining wall at downstream of the low lying area as per attached drawing as Annexure -2.
7. Construction of drain around the peripheral wall & proper stone pitching.
8. Putting pipe in the retaining wall and extend it up to ground level to protect the soil erosion. Putting of pipeline outside and connect it with outer drain and extend it up to ground level.
7.Two compartments/internal wall of not more than one-hectare size each are to be made of earth (as per attached drawing as Annexure -2) and ash to be filled one by one in these compartments. | 50,000 | CUM | 12 ₹6,00,000 Lowest | 17 ₹8,50,000 | 28 ₹14,00,000 |
Tender Value
Refer Docs
EMD Value
₹5 L
Closing Date
20 Feb 2024, 5:00 pmClosed
Sibasish Gautam
Jhabua Power Limited PO Barela Tehsil Ghansore District Seoni State Madhya Pradesh India Pin 480997
Disposal of bottom and pond ash at low lying area near Umerpani Village from Jhabua Power Ltd. A JV of NTPC Ltd.
2024_JPL_184214_2
JPL-CnM-OT-2024-1200007851
Open Tender
Miscellaneous Services
Lump-sum
90 days
Jhabua Power Limited
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,655
Jhabua Power Ltd
₹5 L
Jhabua Power Limited
11 Mar 2024
5 Feb 2024
21 Feb 2024
5 Feb 2024
20 Feb 2024
5 Feb 2024
5 Feb 2024 - 12 Feb 2024
8 Feb 2024
Amount
Disposal of pond Ash & bottom ash from operational Ash dyke to low lying area (Location -Umerpani)
Transportation of pond Ash, bottom ash or both from operational Ash dyke to low lying area near village-Umerpani, Khasra No-222 (10 Km).
1. All organic matter, vegetation, roots, stumps, bushes, rubbish, swamp materials, etc. shall be removed from the site before disposal of ash. 2. All existing undulations, holes, cavities and excavations made for plate load rests and other soil investigations, etc. shall be filled with pond ash 3. Loading, Unloading, spreading, compaction, watering, boulder pitching, covering with soil (300-500 mm) and compaction complete, Plantation, 02 boring for water sampling. 4. The Construction of Earthen Embankment with material obtained from approved filling site. 5.Construction of an earthen embankment/toe protection/peripheral wall of the cross- section as given in Annexure-2 for protection of nallah/water body exists within/adjoining the low-lying area from spilling of ash or ingress of surface runoff into it. 6.Construction of one number of RCC retaining wall at downstream of the low lying area as per attached drawing as Annexure -2. 7. Construction of drain around the peripheral wall & proper stone pitching. 8. Putting pipe in the retaining wall and extend it up to ground level to protect the soil erosion. Putting of pipeline outside and connect it with outer drain and extend it up to ground level. 7.Two compartments/internal wall of not more than one-hectare size each are to be made of earth (as per attached drawing as Annexure -2) and ash to be filled one by one in these compartments.
Disposal of Fly Ash & bottom ash from Silo & dewatering bin to low lying area (Location -Umerpani)
Transportation of Fly Ash, bottom ash or both from Silo & dewatering bin to low lying area near village-Umerpani, Khasra No-222 (10 Km).
1. All organic matter, vegetation, roots, stumps, bushes, rubbish, swamp materials, etc. shall be removed from the site before disposal of ash. 2. All existing undulations, holes, cavities and excavations made for plate load rests and other soil investigations, etc. shall be filled with pond ash 3. Loading, Unloading, spreading, compaction, watering, boulder pitching, covering with soil (300-500 mm) and compaction complete, Plantation, 02 boring for water sampling. 4. The Construction of Earthen Embankment with material obtained from approved filling site. 5.Construction of an earthen embankment/toe protection/peripheral wall of the cross- section as given in Annexure-2 for protection of nallah/water body exists within/adjoining the low-lying area from spilling of ash or ingress of surface runoff into it. 6.Construction of one number of RCC retaining wall at downstream of the low lying area as per attached drawing as Annexure -2. 7. Construction of drain around the peripheral wall & proper stone pitching. 8. Putting pipe in the retaining wall and extend it up to ground level to protect the soil erosion. Putting of pipeline outside and connect it with outer drain and extend it up to ground level. 7.Two compartments/internal wall of not more than one-hectare size each are to be made of earth (as per attached drawing as Annexure -2) and ash to be filled one by one in these compartments.
A B CARRIERS
JAIN STONE CRUSHER
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