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| Tender ID | 3397920 |
|---|---|
| Organisation Name | Uttar Pradesh Jal Nigam |
| Tender Brief | Corrigendum : Investigation Survey On G I S Basis And Construction Of 6 Mld Stp With Co-treatment I And D Of Drains And Structure Ips Rising Main Treated Effluent Line With Scada Etc In Aonla Nagar Palika Parishad Bareilly |
| Last Date For Submission | 30th Mar, 2026 |
| Opening Date | 30 Mar, 2026 |
| Document Cost | 23600.00 |
|---|---|
| EMD | 1340000.00 |
| Estimated Cost | 0.00 |
| City | Bareilly |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | STP (6.0 MLD) with Co-Treatment (13.6 KLD) including MPS | 1 | job |
| 2 | Design, Construction, Supply of all materials, Erection and Commissioning of 6.0 MLD STP with 13.6 KLD co treatment facilities including MPS 11.95 MLD (at 26.89 MLD peak flow capacity) with all the civil, electrical, mechanical, instrumentation and scada enabled operation system, LT/HTpanel, transfermer and substation with building, DG set with foundation, admin buidling, staff quarter 2 set with all electrification ,water supply arrangement, compound devolopment , supply and installation of OCEMS laboratories, meter roometc all complete for co-treatment facilities. The quantities of treated effluent shall be as per CPHEEO Manual/NGT Norms for agricultural uses, which is:PH-6.5 TO 8.3, SS-30 mg/l, Oil&Grease-10 mg/l, BOD 20mg/1 (preferably 10 mg/l), COD-30 mg/l, Residual chlorine-nil, TKN-10mg/l, NitrateN-10 mg/l, F.C.-230 MPN/100ml, Dissolved P-5mg/l (preferable2mg/l). STP is based on SBR technology. The STP shall be able to treat the sewage and co-treatment of raw sewage having concentration level as per the CPHEEO Manual. | 1 | job |
| 3 | Construction of Boundary Wall 1.8mht. above plinth level with RCC Column @3m c/c with plinth beam and foundation avg. 1.2 m depth including reinforcement and RCC coping on top of wall with plaster 1:4) and per type design and drawing. | 360 | mtrr |
| 4 | Aproach road BT-380 m length [4m wide BT road (@Rs. 2160/sqm, 1520 sqm with 1 m wide interlocking embankment both side(@Rs.376.20/sqm,760sqm)].Total 6m wide road.(outer side) | 380 | mtr |
| 5 | Earth filling | 480.00 | cum |
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