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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 CrAccepted-AOC | ₹6.0 Cr | L1 | Accepted-AOC Due to lowest rate |
| 2 | L2₹6.5 Cr+₹53.7 L (9.02%)Rejected-Finance | ₹6.5 Cr+₹53.7 L (9.02%) | L2 | Rejected-Finance Due to highest rate |
| 3 | L3₹6.8 Cr+₹85.5 L (14.4%)Rejected-Finance BANSAL COTTAGE BADRI NAGAR TEH PAONTA SAHIB SIRMAUR | SIRMAUR | HIMACHAL PRADESH | 173025 | ₹6.8 Cr+₹85.5 L (14.4%) | L3 | Rejected-Finance Due to highest rate |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Dogra Construction Company Pvt Ltd L2 | SS RANA CONSTRUCTION PRIVATE LIMITED L1 | H. C. Bansal Engg. & Contt. L3 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of Sewage Treatment Plant of 0.80 MLD capacity based on MBBR Technology and Tertiary treatment of natural treatment system add MMF, including evolving of hydraulic & structural designs & drawings, planning, testing and commissioning of treatment facility. The Sewage Treatment Plant should be capable of treating domestic raw sewage having characteristics of BOD =350 mg/litre & suspended Solids =650 mg/litre and the characteristics of treated /disposable effluent should comply with the standards as per the norms of H.P. State Pollution Control Board i.e. PH = 6.5- 9, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 50 mg /litre, Faecal Coliform (MPN /1000 ml) <100, N - Total ≤ 10 mg/litre, NH4 - N ≤ 5 mg/litre. The scope of work includes construction of Inlet Chamber , Screen Chamber , Grit Channel , Distribution Box , Anoxic reactor of required volume, MBBR of required volume with retrievable type diffusers, Tube Settler of required capacity, Sludge Drying beds of required area, Constructed wetland (Rootzone System of required area) Multimedia Filter , Chlorin Contact Tank and site devlopment with in the boundary limit of STP i/c Retaining walls / breast walls Enterconnectivity Pipe of STP and Effluent Pipe . Fencing Panel around the STP yard (P and F) Steel Gate ( P&F) Enterconnecting Path Railining & Accessledder. Plant building / Chowkidhar Room (80.50 Sqm) Pump house (36 Sqm). Laboratory Equeipments (P&F) , Electro - Machanical Equeipments , Land Spacing and Gardening of STP area , Flood Security light arrangement Providing and Installation of electro mechanical equeipments, providing and installation Laboratory Equipments, DG Set Providing and fixing of yard lighting around STP with in all leads and lifts complete in all respect as per the entire satisfaction of Engineer-in-charge (as per chapter No. I(a). 3 Months of successful trial run as per the provisions of Manual on Sewerage & Sewage Treatment published by CPHEEO Manual (Latest edition). | 1 | Job | 2,95,65,065 ₹2,95,65,065 | 2,70,00,000 ₹2,70,00,000 Lowest | 3,15,00,000 ₹3,15,00,000 |
| 2.00 | Construction of Intermittent Pumping Station of 0.65MLD capacity i/c evolving of hydraulic & structural designs & drawings, planning, testing and commissioning of treatment facility. The IPS should be capable of treating domestic raw sewage having characteristics of BOD =350 mg/litre & suspended Solids =650 mg/litre. The scope of work includes C/O Inlet Chamber , Screen Channel & Wet Well (ic P/L of Rising Main & Pumping Machinery), Pump house 36 Sqm area Automization, Automatic reciprocating type Screen, Electro magnetic flow meter , DG Set, Fencing Pannel around the IPS Yard (P&F) ,Steel Gate (P&F) , Flood Security Light arrangement 1 No(as per chapter No. I(b). | 1 | Job | 41,34,935 ₹41,34,935 | 35,00,000 ₹35,00,000 Lowest | 40,00,000 ₹40,00,000 |
| 3.00 | Construction of Sewage Treatment Plant of 0.87 MLD capacity based on MBBR Technology and Tertiary treatment of natural treatment system add MMF, including evolving of hydraulic & structural designs & drawings, planning, testing and commissioning of treatment facility. The Sewage Treatment Plant should be capable of treating domestic raw sewage having characteristics of BOD =350 mg/litre & suspended Solids =650 mg/litre and the characteristics of treated /disposable effluent should comply with the standards as per the norms of H.P. State Pollution Control Board i.e. PH = 6.5- 9, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 50 mg /litre, Faecal Coliform (MPN /1000 ml) <100, N - Total ≤ 10 mg/litre, NH4 - N ≤ 5 mg/litre. The scope of work includes construction of Inlet Chamber , Screen Chamber , Grit Channel , Distribution Box , Anoxic reactor of required volume, MBBR of required volume with retrievable type diffusers, Tube Settler of required capacity, Sludge Drying beds of required area, Constructed wetland (Rootzone System of required area) Multimedia Filter , Chlorin Contact Tank and site devlopment with in the boundary limit of STP i/c Retaining walls / breast walls Enterconnectivity Pipe of STP and Effluent Pipe . Fencing Panel around the STP yard (P and F) Steel Gate ( P&F) Enterconnecting Path Railining & Accessledder. Plant building / Chowkidhar Room (80.50 Sqm) Pump house (36 Sqm). Laboratory Equeipments (P&F) , Electro - Macenical Equeipments , Land Spacing and Gardening of STP area , Flood Security light arrangement Providing and Installation of electro mechanical equeipments, providing and installation Laboratory Equipments, DG Set Providing and fixing of yard lighting around STP with in all leads and lifts complete in all respect as per the entire satisfaction of Engineer-in-charge (as per chapter No. I(a). 3 Months of successful trial run as per the provisions of Manual on Sewerage & Sewage Treatment published by CPHEEO Manual (Latest edition). | 1 | Job | 3,11,65,065 ₹3,11,65,065 | 2,90,00,000 ₹2,90,00,000 Lowest | 3,25,50,000 ₹3,25,50,000 |
Tender Value
₹6.9 Cr
EMD Value
₹7.6 L
Closing Date
7 Jul 2025, 11:00 amClosed
EE
JAL SHAKTI DIVISION SHAHPUR
Cons of STP capacity 0.80 MLD for Zone1 0.65 MLD IPS for Zone 2 0.87 MLD STP for Zone3
2025_HPIPH_107593_1
EE/JSDS/NIT/2025-1391-1440 dated-16/06/2025
Open Tender
Civil Works
Lump-sum
730 days
SHAHPUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹10,000
EE JSD SHAHPUR
₹7.6 L
DHARMSHALA
15 Jul 2026
17 Jun 2025
7 Jul 2025
17 Jun 2025
7 Jul 2025
26 Jun 2025
17 Jun 2025 - 26 Jun 2025
26 Jun 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Sewage Treatment Plant of 0.80 MLD capacity based on MBBR Technology and Tertiary treatment of natural treatment system add MMF, including evolving of hydraulic & structural designs & drawings, planning, testing and commissioning of treatment facility. The Sewage Treatment Plant should be capable of treating domestic raw sewage having characteristics of BOD =350 mg/litre & suspended Solids =650 mg/litre and the characteristics of treated /disposable effluent should comply with the standards as per the norms of H.P. State Pollution Control Board i.e. PH = 6.5- 9, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 50 mg /litre, Faecal Coliform (MPN /1000 ml) <100, N - Total ≤ 10 mg/litre, NH4 - N ≤ 5 mg/litre. The scope of work includes construction of Inlet Chamber , Screen Chamber , Grit Channel , Distribution Box , Anoxic reactor of required volume, MBBR of required volume with retrievable type diffusers, Tube Settler of required capacity, Sludge Drying beds of required area, Constructed wetland (Rootzone System of required area) Multimedia Filter , Chlorin Contact Tank and site devlopment with in the boundary limit of STP i/c Retaining walls / breast walls Enterconnectivity Pipe of STP and Effluent Pipe . Fencing Panel around the STP yard (P and F) Steel Gate ( P&F) Enterconnecting Path Railining & Accessledder. Plant building / Chowkidhar Room (80.50 Sqm) Pump house (36 Sqm). Laboratory Equeipments (P&F) , Electro - Machanical Equeipments , Land Spacing and Gardening of STP area , Flood Security light arrangement Providing and Installation of electro mechanical equeipments, providing and installation Laboratory Equipments, DG Set Providing and fixing of yard lighting around STP with in all leads and lifts complete in all respect as per the entire satisfaction of Engineer-in-charge (as per chapter No. I(a). 3 Months of successful trial run as per the provisions of Manual on Sewerage & Sewage Treatment published by CPHEEO Manual (Latest edition). | 1 | Job | - | - |
| 2 | Construction of Intermittent Pumping Station of 0.65MLD capacity i/c evolving of hydraulic & structural designs & drawings, planning, testing and commissioning of treatment facility. The IPS should be capable of treating domestic raw sewage having characteristics of BOD =350 mg/litre & suspended Solids =650 mg/litre. The scope of work includes C/O Inlet Chamber , Screen Channel & Wet Well (ic P/L of Rising Main & Pumping Machinery), Pump house 36 Sqm area Automization, Automatic reciprocating type Screen, Electro magnetic flow meter , DG Set, Fencing Pannel around the IPS Yard (P&F) ,Steel Gate (P&F) , Flood Security Light arrangement 1 No(as per chapter No. I(b). | 1 | Job | - | - |
| 3 | Construction of Sewage Treatment Plant of 0.87 MLD capacity based on MBBR Technology and Tertiary treatment of natural treatment system add MMF, including evolving of hydraulic & structural designs & drawings, planning, testing and commissioning of treatment facility. The Sewage Treatment Plant should be capable of treating domestic raw sewage having characteristics of BOD =350 mg/litre & suspended Solids =650 mg/litre and the characteristics of treated /disposable effluent should comply with the standards as per the norms of H.P. State Pollution Control Board i.e. PH = 6.5- 9, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 50 mg /litre, Faecal Coliform (MPN /1000 ml) <100, N - Total ≤ 10 mg/litre, NH4 - N ≤ 5 mg/litre. The scope of work includes construction of Inlet Chamber , Screen Chamber , Grit Channel , Distribution Box , Anoxic reactor of required volume, MBBR of required volume with retrievable type diffusers, Tube Settler of required capacity, Sludge Drying beds of required area, Constructed wetland (Rootzone System of required area) Multimedia Filter , Chlorin Contact Tank and site devlopment with in the boundary limit of STP i/c Retaining walls / breast walls Enterconnectivity Pipe of STP and Effluent Pipe . Fencing Panel around the STP yard (P and F) Steel Gate ( P&F) Enterconnecting Path Railining & Accessledder. Plant building / Chowkidhar Room (80.50 Sqm) Pump house (36 Sqm). Laboratory Equeipments (P&F) , Electro - Macenical Equeipments , Land Spacing and Gardening of STP area , Flood Security light arrangement Providing and Installation of electro mechanical equeipments, providing and installation Laboratory Equipments, DG Set Providing and fixing of yard lighting around STP with in all leads and lifts complete in all respect as per the entire satisfaction of Engineer-in-charge (as per chapter No. I(a). 3 Months of successful trial run as per the provisions of Manual on Sewerage & Sewage Treatment published by CPHEEO Manual (Latest edition). | 1 | Job | - | - |
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