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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.7 CrAdmitted-Finance | -21.66% | ₹11.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹12.4 CrAdmitted-Finance | -17.18% | ₹12.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹12.7 CrAdmitted-Finance WARD NO 19 BRAHMNAGAR GAFI NO 2 ROBERTSGANJ DIST SONBHADRA | ROBERTSGANJ | SONBHADRA | UTTAR PRADESH | -15.65% | ₹12.7 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical 9TH FLOOR 901 BHIKAJI CAMA BHAVAN BHIKAJI CAMA PLACE NEW DELHI 110066 | NEW DELHI | NEW DELHI | DELHI | 110066 | - | - | - | Rejected-Technical Bid Documents not fulfill the NIT conditions |
Tender Value
Refer Docs
EMD Value
₹15 L
Closing Date
20 Apr 2026, 5:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, Construction Circle, UP Jal Nigam (Urban), Ramghat Road, Aligarh
Interception and Diversion Works of 02 nos. drains, Construction of 5 MLD STP and MPS with 10.50 KLD Co-treatment Plant and IPS, Supply, laying and jointing, testing and commissioning of tapping sewer line.
2026_UPJNM_1127925_1
305/NIVIDA/14, dt. 17.03.2026
Open Tender
Civil Works - Others
Percentage
540 days
Atrauli
Please refer Tender documents.
2 documents required · 2 mandatory
₹23,600
EE, CD, UP Jal Nigam (Urban)
₹15 L
Aligarh
30 May 2026
20 Mar 2026
21 Apr 2026
20 Mar 2026
20 Apr 2026
20 Mar 2026
30 Mar 2026
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 |
|---|---|---|---|---|---|
| 1.001 | Civil Work | - | - | - | - |
| 1.002 | STP and Co-Treatment Facility | - | - | - | - |
| 1.003 | Construction of Sewage Treatment Plant of 5.0 mld Capacity With 10.5 KLD Co-treatment including Pre-Treatment(Latest Independent Technology). The cost includes cost of suitable foundation, Inlet chamber, pre-Treatment units (including one stand-by unit), Primary/Secondary treatments, 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 & its foundation, Electric Substation & its building, Transformers, Pumps and HT/LT/Control Panels, Laboratory, Store room, Admin Building, Meter Room, Campus Development (Construction of internal road, 1.85m high Boundary Wall works), Staff Quarter as per requirement & specification, external water supply (20 KL Tank including Pumping arrangement by Tube well/ Submersible Pump arrangement), Electrification & street light & sanitation work etc. all complete for STP & Co-treatment facility with providing 01 No. Cesspool Vehicle and other required buildings including toilet for labours and staff. STP Shall be based on SBR technology or any other proven technology. The effluent quality for agriculture use (PH-6.5 TO 8.3, SS-30 mg/l, Oil&Grease-10 mg/l, BOD-10mg/l) , COD-30 mg/l, Residual chlorine-nil , TKN-10mg/l, Nitrate N-10 mg/l, F.C.-230 MPN/100 ml, Dissolved P-5 mg/l (preferable 2 mg/l). Shall be maintained as per CPHEEO manuals. Latest NGT norms for effluent discharge shall be adhered. | - | Job | - | - |
| 1.004 | Rising Main from MPS to STP | - | - | - | - |
| 1.005 | 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. | - | - | - | - |
| 1.006 | In ordinary soil (0.00-1.50) For Risingmain from MPS to STP | - | Cum | - | - |
| 1.007 | In hard soil (0.00-1.50) For Risingmain from MPS to STP | - | Cum | - | - |
| 1.008 | Supply of following sizes DI pipes Class K-7 including DI & Specials such as bend reducers, collars etc. and all jointing materials, such as rubber gaskets cartage to site store, loading, unloading, insurance, taxes exercise etc. | - | - | - | - |
| 1.009 | 250 mm dia For Risingmain from MPS to STP | - | M | - | - |
| 1.01 | 300 mm dia For Risingmain from MPS to STP | - | M | - | - |
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