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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹13.6 CrAdmitted-Finance KHARGONE | MADHYA PRADESH | 450551 | ₹13.6 Cr | H1 | Admitted-Finance |
| 2 | H2₹12.9 CrAdmitted-Finance | ₹12.9 Cr | H2 | Admitted-Finance |
| 3 | H3₹12.3 CrAdmitted-Finance NAGAR NIGAM MARKET 19 MAHU NAKA INDORE M P | INDORE | INDORE | MADHYA PRADESH | ₹12.3 Cr | H3 | Admitted-Finance |
| 4 | H4₹11.2 CrAdmitted-Finance | ₹11.2 Cr | H4 | Admitted-Finance |
| 5 | H5₹10.9 CrAdmitted-Finance | ₹10.9 Cr | H5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DILIP PATIDAR THEKEDAR H1 | AJAY SHARMA H3 | FATEH ENVIRO ENGINEERS PVT. LTD. H4 | BANSAL BROTHERS H2 | MANOJ SHARMA H5 | BRD SECURITY AGENCIES PRIVATE LIMITED H7 | SHREE OM ENTERPRISES H6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.01 | 1. Design and build sewage treatment plant of installed capacity 2.5 MLD and all appurtenant structures and allied works.
2. Survey, review the designs, redesign where necessary, and diversion works of Nallahs with interception sewer of about DI-K-9 class pipe of 150- and 200-mm diameter having total length of 300 m from Sump well to STP for 2nos intermediate pumping stations.
3. Construction RCC Drain with I&D Structure.
4. Reuse plan: - 1.0 RCC Sump Capacity-100Kl with Pump And 300 mm Dia DI-K7 Pipe Length-150 with Allied Work
5. Plantation work both side of nalla And STP Campus with allied works.
6. Establishment of 1.0 No. of Electrical Substation and Providing and laying of HT Feeder Connection up to Sewerage Treatment Plant/ Pumping Station (For 1.0 KM)
7. Establishment of Online Control Monitoring System OCMS. | 1 | nos | 4,71,08,000 ₹4.7 Cr | 4,65,00,000 ₹4.7 Cr | 4,99,59,000 ₹5.0 Cr | 5,11,00,000 ₹5.1 Cr | 4,94,91,616 ₹4.9 Cr | 4,55,10,073 ₹4.6 Cr | 4,60,71,442 ₹4.6 Cr |
| 1.02 | Operation and Maintenance Cost next 10 Years | 1 | nos | - | - | - | - | - | - | - |
| 1.03 | 1st Year | 1 | nos | 18,55,200 ₹18.6 L | 8,00,000 ₹8 L | 18,90,000 ₹18.9 L | 21,00,000 ₹21 L | 11,87,798.78 ₹11.9 L | 10,40,000 ₹10.4 L | 12,40,000 ₹12.4 L |
| 1.04 | 2nd Year | 1 | nos | 19,85,000 ₹19.9 L | 9,00,000 ₹9 L | 19,44,000 ₹19.4 L | 22,50,000 ₹22.5 L | 12,59,066.71 ₹12.6 L | 10,76,600 ₹10.8 L | 12,86,000 ₹12.9 L |
| 1.05 | 3rd Year | 1 | nos | 21,24,000 ₹21.2 L | 25,00,000 ₹25 L | 19,80,000 ₹19.8 L | 24,00,000 ₹24 L | 13,34,610.71 ₹13.3 L | 11,23,848 ₹11.2 L | 13,96,000 ₹14.0 L |
| 1.06 | 4th Year | 1 | nos | 22,72,000 ₹22.7 L | 35,00,000 ₹35 L | 20,43,000 ₹20.4 L | 25,50,000 ₹25.5 L | 14,14,687.36 ₹14.1 L | 11,92,040 ₹11.9 L | 14,21,000 ₹14.2 L |
| 1.07 | 5th Year | 1 | nos | 24,31,000 ₹24.3 L | 42,00,000 ₹42 L | 21,06,000 ₹21.1 L | 27,00,000 ₹27 L | 14,99,568.6 ₹15.0 L | 12,51,102 ₹12.5 L | 14,96,000 ₹15.0 L |
| 1.08 | 6th Year | 1 | nos | 26,02,000 ₹26.0 L | 52,00,000 ₹52 L | 21,60,000 ₹21.6 L | 29,50,000 ₹29.5 L | 15,89,542.71 ₹15.9 L | 13,07,407 ₹13.1 L | 15,31,000 ₹15.3 L |
| 1.09 | 7th Year | 1 | nos | 27,84,000 ₹27.8 L | 52,50,000 ₹52.5 L | 22,05,000 ₹22.1 L | 31,00,000 ₹31 L | 16,84,915.28 ₹16.8 L | 12,97,407 ₹13.0 L | 15,98,000 ₹16.0 L |
| 1.10 | 8th Year | 1 | nos | 28,39,000 ₹28.4 L | 59,50,000 ₹59.5 L | 22,50,000 ₹22.5 L | 32,50,000 ₹32.5 L | 17,86,010.19 ₹17.9 L | 13,54,994 ₹13.5 L | 16,98,000 ₹17.0 L |
Tender Value
₹5.3 Cr
EMD Value
₹2.6 L
Closing Date
16 Apr 2026, 5:30 pmClosed
CMO NAGAR PARISAD KANNOD
CMO NAGAR PARISAD KANNOD
Interception And Diversion of Nallahs with STP works Project of KANNOD Town under SBM 2.0
2026_UAD_490678_1
445 Dt 13.03.2026
Open Tender
Civil Works - Others
365 days
KANNOD
Please refer Tender documents.
2 documents required · 2 mandatory
₹20,000
₹2.6 L
4 May 2026
16 Mar 2026
18 Apr 2026
16 Mar 2026
16 Apr 2026
16 Mar 2026
1. Design and build sewage treatment plant of installed capacity 2.5 MLD and all appurtenant structures and allied works. 2. Survey, review the designs, redesign where necessary, and diversion works of Nallahs with interception sewer of about DI-K-9 class pipe of 150- and 200-mm diameter having total length of 300 m from Sump well to STP for 2nos intermediate pumping stations. 3. Construction RCC Drain with I&D Structure. 4. Reuse plan: - 1.0 RCC Sump Capacity-100Kl with Pump And 300 mm Dia DI-K7 Pipe Length-150 with Allied Work 5. Plantation work both side of nalla And STP Campus with allied works. 6. Establishment of 1.0 No. of Electrical Substation and Providing and laying of HT Feeder Connection up to Sewerage Treatment Plant/ Pumping Station (For 1.0 KM) 7. Establishment of Online Control Monitoring System OCMS.
Operation and Maintenance Cost next 10 Years
1st Year
2nd Year
3rd Year
4th Year
5th Year
6th Year
7th Year
8th Year
9th Year
10th Year
NPV of O&M taking Discount factor at 11% (Cost in INR)(B)
1st Year
2nd Year
3rd Year
4th Year
5th Year
6th Year
7th Year
8th Year
9th Year
10th Year
Power Consuption @ 6.5 Rs per unit
1st Year
2nd Year
3rd Year
4th Year
5th Year
6th Year
7th Year
8th Year
9th Year
10th Year
NPV of Power Consumption taking discount factor at 11% (Cost in INR) ©
1st Year
2nd Year
3rd Year
4th Year
5th Year
6th Year
7th Year
8th Year
9th Year
10th Year
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