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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.9 CrAccepted-AOC | ₹5.9 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹5.9 Cr+₹2.1 L (0.36%)Rejected-Finance | ₹5.9 Cr+₹2.1 L (0.36%) | 2 | Rejected-Finance not lowest |
| 3 | 3₹6.3 Cr+₹39.7 L (6.73%)Rejected-Finance | ₹6.3 Cr+₹39.7 L (6.73%) | 3 | Rejected-Finance not lowest |
| 4 | 4₹6.4 Cr+₹49.2 L (8.35%)Rejected-Finance | ₹6.4 Cr+₹49.2 L (8.35%) | 4 | Rejected-Finance not lowest |
| 5 | 5₹6.5 Cr+₹58.3 L (9.89%)Rejected-Finance SHIVPURI | MADHYA PRADESH | 473551 | ₹6.5 Cr+₹58.3 L (9.89%) | 5 | Rejected-Finance not lowest |
| Sl No | Description | Qty | Unit | RUPESH AND COMPANY L6 | RAMA INFRA DEVELOPERS L5 | SAJAN BOREWELLS GUNA L1 | M/S KRUSHIRAJ INFRASTRUCTURE L2 | INTIGRATED INFRA L3 | DHUV CORPORATION LLP L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Work of Augmentation of Water Supply System of Mungaoli town under AMRUT 2.0 | |||||||||
| 1.01 | Carrying out the survey, soil investigation, resistivity survey and design for the complete ULB:
a)Supply, installation, testing and commissioning of Vertical Turbine Pumps at intake well for 83 LPS and 134 m head including cable and panel arrangement.
b)Supply, installation, testing and commissioning of horizontal centrifugal split casing pumps at 2.7MLD WTP well for 41 lps and 66 m head and 37 lps and 55 m head at 2.3 MLD WTP including cables and panel arrangement.
c)Providing, Laying & Jointing including Fittings, Testing, Commissioning & Trial run of 150 mm Diameter DI K-7 Class pipe as per IS 8329/2000 having total length 3590.0 m long with suitable joint including testing of joints, cost of pipes and jointing material, Fittings, complete with up-to-date amendments.
d) Construction of overhead reservoirs having capacities of 600KL & 500KL of 18m staging each at Ward no. 5 & Ward no. 15 respectively and 250 KL of 15 m staging height at Ward no. 2..
e) Work of Providing, Laying & Jointing including Fittings, Testing, Commissioning & Trial run of 90 mm to 280 mm Diameter HDPE PE 100 & PN 6 class pipes as per IS 4984-1995 Class pipe as per IS 8329/2000 having total length 29846.00 m long with suitable joint including testing of joints, cost of pipes and jointing material, Fittings with suitable Electro-fusion joint including testing of Joints Nallah crossing, etc. complete.
f) Complete rehabilitation of existing WTPs to use the plants by overloading in all aspects
g) Railway Crossing by Trenchless Method for 150 mm Diameter Clear Water Pipeline
h) Providing 1430 Nos of house service connections
i) PLC- SCADA for monitoring and controlling of water supply system | 1 | Nos | 6,50,51,265 ₹6,50,51,265 | 6,47,39,752 ₹6,47,39,752 | 5,89,12,624 ₹5,89,12,624 Lowest | 5,91,26,408 ₹5,91,26,408 | 6,28,80,000 ₹6,28,80,000 | 6,38,33,333 ₹6,38,33,333 |
Tender Value
₹6.1 Cr
EMD Value
₹3.1 L
Closing Date
12 Jun 2025, 5:30 pmClosed
CMO MUNGAOLI
NGAR PARISHAD MUNGAOLI
Work of Augmentation of Water Supply System under amrut 2.0 SECOND CALL
2025_UAD_427253_1
617 date 28 05 2025 second call NIT AMRUT WATER SUPPLY SCHEME MUNGAOLI
Open Tender
Civil Works - Water Works
Lump-sum
540 days
NAGAR PARISHAD MUNGAOLI
AS PER NIT AND TENDER DOCS
3 documents required · 3 mandatory
₹20,000
₹3.1 L
16 Jul 2026
29 May 2025
13 Jun 2025
29 May 2025
12 Jun 2025
29 May 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Work of Augmentation of Water Supply System of Mungaoli town under AMRUT 2.0 | |||||
| 1.01 | Carrying out the survey, soil investigation, resistivity survey and design for the complete ULB:
a)Supply, installation, testing and commissioning of Vertical Turbine Pumps at intake well for 83 LPS and 134 m head including cable and panel arrangement.
b)Supply, installation, testing and commissioning of horizontal centrifugal split casing pumps at 2.7MLD WTP well for 41 lps and 66 m head and 37 lps and 55 m head at 2.3 MLD WTP including cables and panel arrangement.
c)Providing, Laying & Jointing including Fittings, Testing, Commissioning & Trial run of 150 mm Diameter DI K-7 Class pipe as per IS 8329/2000 having total length 3590.0 m long with suitable joint including testing of joints, cost of pipes and jointing material, Fittings, complete with up-to-date amendments.
d) Construction of overhead reservoirs having capacities of 600KL & 500KL of 18m staging each at Ward no. 5 & Ward no. 15 respectively and 250 KL of 15 m staging height at Ward no. 2..
e) Work of Providing, Laying & Jointing including Fittings, Testing, Commissioning & Trial run of 90 mm to 280 mm Diameter HDPE PE 100 & PN 6 class pipes as per IS 4984-1995 Class pipe as per IS 8329/2000 having total length 29846.00 m long with suitable joint including testing of joints, cost of pipes and jointing material, Fittings with suitable Electro-fusion joint including testing of Joints Nallah crossing, etc. complete.
f) Complete rehabilitation of existing WTPs to use the plants by overloading in all aspects
g) Railway Crossing by Trenchless Method for 150 mm Diameter Clear Water Pipeline
h) Providing 1430 Nos of house service connections
i) PLC- SCADA for monitoring and controlling of water supply system | - | Nos | 6,10,81,000 | - |
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