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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.3 CrAccepted-AOC WARD NO 19 BRAHMNAGAR GAFI NO 2 ROBERTSGANJ DIST SONBHADRA | ROBERTSGANJ | SONBHADRA | UTTAR PRADESH | 1 | Accepted-AOC 1ST LOWEST | |
| 2 | 2₹13.6 Cr+₹1.3 Cr (10.8%)Rejected-Finance | 2 | Rejected-Finance 2ND LOWEST | |
| 3 | Rejected-Technical | - | Rejected-Technical DISQUALIFIED IN THE TECHNICAL EVALUATION | |
| 4 | Rejected-Technical 1 513 VIDHYADHAR NAGAR JAIPUR 302039 RAJASTHAN | JAIPUR | RAJASTHAN | 302039 | - | Rejected-Technical DISQUALIFIED IN THE TECHNICAL EVALUATION | |
| 5 | Rejected-Technical 93 BASHIRATGANJ LUCKNOW UTTAR PRADESH 226004 | LUCKNOW | UTTAR PRADESH | 226004 | - | Rejected-Technical DISQUALIFIED IN THE TECHNICAL EVALUATION |
Tender Value
₹14.4 Cr
EMD Value
₹14.4 L
Closing Date
22 Sept 2025, 4:00 pmClosed
Superintending Engineer
CONSTRUCTION CIRCLE UP JAL NIGAM URBAN NEAR RIVERBANK COLONY LUCKNOW
CONSTRUCTION WORK OF INTERCEPTION AND DIVERSION AND SEWAGE TREATMENT PLANT IN GANGAGHAT SHUKLAGANJ NAGAR PALIKA PARISHAD OF DISTRICT UNNAO
2025_UPJNM_1069666_1
2685/M-13/220
Open Tender
Civil Works
Percentage
457 days
GANGAGHAT NPP
Please Refer Tender Documents
2 documents required · 2 mandatory
₹23,600
Executive Engineer CD UPJNU
₹14.4 L
Office of the Superintending Engineer
16 Feb 2026
29 Aug 2025
23 Sept 2025
29 Aug 2025
22 Sept 2025
29 Aug 2025
6 Sept 2025
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1STP CAPACITY 8 MLD & 33 KLD FSTP | |||||
| 1.01 | Construction of MPS of required capacity as per design and drawing & Construction of Sewage Treatment Plant of 8 mld Capacity With 33 KLD FSTP including Pre-Treatment (Based on SBR or any other proven Latest Independent Technology to deliver desired effluent parameters as per detailed scope of work, specification in tender document and as per instructions of engineer-in-charge). The cost includes cost of suitable foundation, Inlet chamber, pre-Treatment units (including one stand-by unit), Primary/Secondary treatments, Disinfection, Disposal of treated sewage by gravity, Sludge thickening, Sludge dewatering. The STP shall be fully automatic based on PLC/ SCADA with real time remote monitoring system and Online effluent monitoring system with provision for access from state level Master Control Station having state of art turbo-blowers, inlet/outlet analysers, corrossion resistant (SS-316) motorised actuator operated gates. The STP shall also have flow meters installed at inlet, outlet and bypass, Level sensors, DO/PH/BOD/TSS Monitors in reactors,Inlet and outlet and other required instrumentations including IP based CCTV cameras installed at various location during construction and O&M period. The Cost also includes DG sets, Electric Substation, Transformers, Pumps and HT/LT/Control Panels & rooms, Laboratory, Store room, admin block, staff quarter and other required buildings including toilet for labours and staff etc complete in order to achieve required treated effluent norms with interconnection of all the units, boundary walls, approach road from embankment to the site. | 1 | Job | 11,49,66,101.69 | ₹11,49,66,101.69 |
| 2Rising Main | |||||
| 2.01 | Supply of following sizes DI pipes Class K-9 including all joints materials, such as rubber gaskets cartage to site store, loading, unloading, insurance, taxes exercise etc. | - | - | - | - |
| 2.02 | 450 mm dia | 80 | RM | 7,395.19 | ₹5,91,615.2 |
| 2.03 | Supply DI specials such as bends, reducers, collars etc. including cartage, loading, unloading, taxes, exercise etc. complete | 0.1 | of | 5,91,615.2 | ₹59,161.52 |
| 2.04 | Excavation for sewer pipe line in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches. | - | - | - | - |
| 2.05 | In ordinary soil (0.00-1.50) | 121.8 | M³ | 217.49 | ₹26,490.28 |
| 2.06 | Carting of following sizes of pipes and specials from store to site of works (within 8 Kms.) and lowering them into trenches and laying true to alignment including jointing, testing and cutting of pipes. | - | - | - | - |
| 2.07 | 450 mm dia | 80 | RM | 253.25 | ₹20,260 |
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