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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 CrAdmitted-Finance | ₹6.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.9 CrAdmitted-Finance | ₹6.9 Cr | L2 | Admitted-Finance |
| 3 | L3₹6.9 CrAdmitted-Finance | ₹6.9 Cr | L3 | Admitted-Finance |
| 4 | L4₹9.7 CrAdmitted-Finance | ₹9.7 Cr | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VIRANI ENGICON L3 | NAGENDRA KUMAR PANDEY L2 | PANKAJ TIWARI L4 | Oxone Infratech Private limited L1 |
|---|---|---|---|---|---|---|---|
| 1.01 | 1.0 Design, construction, testing and commissioning of 1.25 MLD sewage treatment plant Based Constructed Wetland .
2.0 Construction of RCC Drain 50 m Length.
3.0 Construction 1.0 No Interception and Diversion Structure at Nallah Outfall.
4.0 Construction of Pumping Station at outfalls as per design requirements total no.’s- 1 with capacity of 1.25 MLD.
5.0 Laying of pumping main of Dia. 200 mm DI-K7 Pipe length- 1000 M for conveyance of sewage and treated water to the STP / disposal points of length.
6.0 Establishment of HT Feeder Line length-2400 m. for STP and lift stations.
7.0 Ancillary and allied works, including fencing of length-160 m., site development, and all appurtenant structures required for complete and functional commissioning of the project. | 1 | Lump-Sum | 3,88,00,000 ₹3,88,00,000 | 3,88,08,310 ₹3,88,08,310 | 3,90,00,000 ₹3,90,00,000 | 3,85,64,350.5 ₹3,85,64,350.5 Lowest |
| 2.01 | Operation and Maintenance Cost next 10 Years 1st Year | 1 | Lump-Sum | 10,92,000 ₹10,92,000 | 10,91,000 ₹10,91,000 | 9,94,000 ₹9,94,000 | 9,84,328.8 ₹9,84,328.8 Lowest |
| 3.01 | 2nd Year | 1 | Lump-Sum | 11,57,520 ₹11,57,520 | 11,47,500 ₹11,47,500 | 10,53,500 ₹10,53,500 | 10,43,041.2 ₹10,43,041.2 Lowest |
| 4.01 | 3rd Year | 1 | Lump-Sum | 12,26,971 ₹12,26,971 | 12,26,971 ₹12,26,971 | 11,16,600 ₹11,16,600 | 11,05,991.6 ₹11,05,991.6 Lowest |
| 5.01 | 4th Year | 1 | Lump-Sum | 13,00,589 ₹13,00,589 | 13,00,589 ₹13,00,589 | 11,83,600 ₹11,83,600 | 11,72,220.8 ₹11,72,220.8 Lowest |
| 6.01 | 5th Year | 1 | Lump-Sum | 13,78,624 ₹13,78,624 | 13,78,624 ₹13,78,624 | 12,54,600 ₹12,54,600 | 12,42,829.5 ₹12,42,829.5 Lowest |
| 7.01 | 6th Year | 1 | Lump-Sum | 14,61,341 ₹14,61,341 | 14,61,341 ₹14,61,341 | 12,30,000 ₹12,30,000 Lowest | 13,17,106.6 ₹13,17,106.6 |
| 8.01 | 7th Year | 1 | Lump-Sum | 15,49,021 ₹15,49,021 | 15,49,021 ₹15,49,021 | 14,09,800 ₹14,09,800 | 13,96,411.4 ₹13,96,411.4 Lowest |
| 9.01 | 8th Year | 1 | Lump-Sum | 16,41,962 ₹16,41,962 | 16,41,962 ₹16,41,962 | 14,95,000 ₹14,95,000 | 14,79,079.4 ₹14,79,079.4 Lowest |
| 10.01 | 9th Year | 1 | Lump-Sum | 17,40,480 ₹17,40,480 | 17,40,480 ₹17,40,480 | 15,83,900 ₹15,83,900 | 15,67,998.4 ₹15,67,998.4 Lowest |
Tender Value
₹4.3 Cr
EMD Value
₹2.1 L
Closing Date
18 May 2026, 5:30 pmClosed
CMO NAGAR PARISHAD HANUAMAN
CMO NAGAR PARISHAD HANUAMAN
INTERCEPTION AND DIVERSION WORK FOR TAPPING NALLAH AND SETUP SEWAGE TREATMENT PLANT FOR USED WATER MANAGEMENT FOR HANUMANA TOWN
2026_UAD_500887_1
143/Nivida/NP/2026 dated 15-04-2026
Open Tender
Civil Works - Water Works
Lump-sum
365 days
HANUMANA
Please refer Tender documents.
3 documents required · 3 mandatory
₹15,000
₹2.1 L
21 Jul 2026
16 Apr 2026
20 May 2026
16 Apr 2026
18 May 2026
16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | 1.0 Design, construction, testing and commissioning of 1.25 MLD sewage treatment plant Based Constructed Wetland .
2.0 Construction of RCC Drain 50 m Length.
3.0 Construction 1.0 No Interception and Diversion Structure at Nallah Outfall.
4.0 Construction of Pumping Station at outfalls as per design requirements total no.’s- 1 with capacity of 1.25 MLD.
5.0 Laying of pumping main of Dia. 200 mm DI-K7 Pipe length- 1000 M for conveyance of sewage and treated water to the STP / disposal points of length.
6.0 Establishment of HT Feeder Line length-2400 m. for STP and lift stations.
7.0 Ancillary and allied works, including fencing of length-160 m., site development, and all appurtenant structures required for complete and functional commissioning of the project. | - | Lump-Sum | - | - |
| 2.01 | Operation and Maintenance Cost next 10 Years 1st Year | - | Lump-Sum | - | - |
| 3.01 | 2nd Year | - | Lump-Sum | - | - |
| 4.01 | 3rd Year | - | Lump-Sum | - | - |
| 5.01 | 4th Year | - | Lump-Sum | - | - |
| 6.01 | 5th Year | - | Lump-Sum | - | - |
| 7.01 | 6th Year | - | Lump-Sum | - | - |
| 8.01 | 7th Year | - | Lump-Sum | - | - |
| 9.01 | 8th Year | - | Lump-Sum | - | - |
| 10.01 | 9th Year | - | Lump-Sum | - | - |
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