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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹207.8 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | Rejected-Technical PATEL ESTATE ROAD JOGESHWARI WEST MUMBAI 400102 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400102 | - | Rejected-Technical NOT MEETING QR |
| Sl No | Description | Qty | Unit | MFB Geotech Private Limited L1 |
|---|---|---|---|---|
| 10.00DIVERSION DYKE WORKS | ||||
| 20.00 | Design, and construction of Diversion dyke (approximately 330m Long with +-20% variation and crest level as EL 508 m) construction between Plunge pool and Satluj river by using River borne material as available at site (riverbed) and/or to use muck available within 1Km lead (if needed) including Loading, Unloading and carriage, including construction and maintenance of all temporary structures. | 46,000 | Cum | 348 ₹1,88,89,440 Lowest |
| 30.00 | Design, Drilling and Performance of Jet grouting for seepage cut off works post spillway operation (including supply of materials like cement etc.) from top level of dyke as per standard codes and practices to make dyke impervious to keep working area at plunge pool in workable condition. | 10,100 | MT | 36,657 ₹43,68,78,126 Lowest |
| 40.00DEWATERING / SILT REMOVAL OF PLUNGE POOL | ||||
| 50.00 | Design and execution of scheme for Dewatering and pumpable slush (Minimum 2,40,000 KL ) works (including all channelization and pumping works necessary to keep plunge pool empty and keeping it in workable condition) between the diversion dike and plunge pool. | 1 | Lump Sum | 2,90,04,000 ₹3,42,24,720 Lowest |
| 60.00 | Excavation/silt removal (by using dumper-excavator, dredger etc) from plunge pool and for making & maintaining of as needed for access track to reach at required level (at EL 482m and above, 400 to 450m long from dyke to EL 485m) for works related to secant piling, Rock anchoring, consolidation grouting, concreting. | 20,700 | Cum | 24 ₹5,86,224 Lowest |
| 70.00 | Excavation in ordinary rock (basic dyke/ sheared phyllites/ carbonaceous phyllites etc) by mechanical means (excavator)/ manual means in plunge pool area including getting out and disposal of excavated material lead up to 500 m and for all lifts, as directed by Engineer-in-charge. | 2,600 | Cum | 418 ₹12,82,424 Lowest |
| 80.00 | Formation of approach roads to left and right bank of the wrap around cladding wall by using River borne material as available at site (riverbed) and/or to use muck available within 1Km lead (if needed) | 12,800 | Cum | 174 ₹26,28,096 Lowest |
| 90.00Systematic excavation along with slope protection of the left side corner of the plunge pool | ||||
| 100.00 | Systematic excavation by mechanical means (Hydraulic excavator) / manual means in required area of plunge pool to achieve required gradient in slope, & using the excavated material for construction of dyke including loading, unloading & carriage including construction & maintenance of temporary structures. If excavated material is not required for dyke construction, then the material will be disposed at designated dumping location within 1 km lead. | 67,700 | cum | 290 ₹2,31,66,940 Lowest |
Tender Value
Refer Docs
EMD Value
₹2 Cr
Closing Date
27 Sept 2024, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SOnam Kumari, Sr Manager, CCnM
EOC NOIDA, NTPC
Balance Works Of Plunge Pool Strengthening, KOLDAM HPS (4 X 200 MW)
2024_NTPC_89918_1
CS-5501-902A-9
Open Tender
Civil Works
Works
665 days
EOC NOIDA, NTPC
as per Bidding document
11 documents required · 11 mandatory
₹9,000
NTPC Limited
₹2 Cr
Virtual mode
22 Oct 2024
31 Aug 2024
27 Sept 2024
31 Aug 2024
27 Sept 2024
31 Aug 2024
31 Aug 2024 - 9 Sept 2024
10 Sept 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 10 | DIVERSION DYKE WORKS | - | - | - | - |
| 20 | Design, and construction of Diversion dyke (approximately 330m Long with +-20% variation and crest level as EL 508 m) construction between Plunge pool and Satluj river by using River borne material as available at site (riverbed) and/or to use muck available within 1Km lead (if needed) including Loading, Unloading and carriage, including construction and maintenance of all temporary structures. | 46,000 | Cum | - | - |
| 30 | Design, Drilling and Performance of Jet grouting for seepage cut off works post spillway operation (including supply of materials like cement etc.) from top level of dyke as per standard codes and practices to make dyke impervious to keep working area at plunge pool in workable condition. | 10,100 | MT | - | - |
| 40 | DEWATERING / SILT REMOVAL OF PLUNGE POOL | - | - | - | - |
| 50 | Design and execution of scheme for Dewatering and pumpable slush (Minimum 2,40,000 KL ) works (including all channelization and pumping works necessary to keep plunge pool empty and keeping it in workable condition) between the diversion dike and plunge pool. | 1 | Lump Sum | - | - |
| 60 | Excavation/silt removal (by using dumper-excavator, dredger etc) from plunge pool and for making & maintaining of as needed for access track to reach at required level (at EL 482m and above, 400 to 450m long from dyke to EL 485m) for works related to secant piling, Rock anchoring, consolidation grouting, concreting. | 20,700 | Cum | - | - |
| 70 | Excavation in ordinary rock (basic dyke/ sheared phyllites/ carbonaceous phyllites etc) by mechanical means (excavator)/ manual means in plunge pool area including getting out and disposal of excavated material lead up to 500 m and for all lifts, as directed by Engineer-in-charge. | 2,600 | Cum | - | - |
| 80 | Formation of approach roads to left and right bank of the wrap around cladding wall by using River borne material as available at site (riverbed) and/or to use muck available within 1Km lead (if needed) | 12,800 | Cum | - | - |
| 90 | Systematic excavation along with slope protection of the left side corner of the plunge pool | - | - | - | - |
| 100 | Systematic excavation by mechanical means (Hydraulic excavator) / manual means in required area of plunge pool to achieve required gradient in slope, & using the excavated material for construction of dyke including loading, unloading & carriage including construction & maintenance of temporary structures. If excavated material is not required for dyke construction, then the material will be disposed at designated dumping location within 1 km lead. | 67,700 | cum | - | - |
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