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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 CrAccepted-AOC | ₹9.8 Cr | L1 | Accepted-AOC Due to lowest rate |
| 2 | L2₹10.0 Cr+₹13.9 L (1.41%)Rejected-Finance | ₹10.0 Cr+₹13.9 L (1.41%) | L2 | Rejected-Finance Due to highest rate |
| 3 | L3₹10.7 Cr+₹81 L (8.22%)Rejected-Finance | ₹10.7 Cr+₹81 L (8.22%) | L3 | Rejected-Finance Due to highest rate |
| 4 | L4₹10.9 Cr+₹1.1 Cr (10.7%)Rejected-Finance | ₹10.9 Cr+₹1.1 Cr (10.7%) | L4 | Rejected-Finance Due to highest rate |
| 5 | L5₹11.2 Cr+₹1.4 Cr (13.8%)Rejected-Finance 825 GANDHI CHOWK RANIKHET 263645 DISTRICT ALMORA | RANIKHET | ALMORA | UTTARAKHAND | 263645 | ₹11.2 Cr+₹1.4 Cr (13.8%) | L5 | Rejected-Finance Due to highest rate |
| Sl No | Description | Qty | Unit | SS RANA CONSTRUCTION PRIVATE LIMITED L1 | National India Construction Co. L3 | RK Gupta AND CO L4 | VVIP INFRATECH LIMITED L2 | Kashmirilal Constructions Pvt. Ltd. L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Construction of Sewage Treatment Plant of 2.50 MLD capacity based on MBBR Technology and Tertiary treatment of natural treatment system and 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 with automatic reciprocating type screens , Grit Channel, Distribution Box, Anoxic Reactor of required volume, MBBR of required volume with retrievable type diffusers, tube settlers of required capacity, Sludge Drying beds of required area, Constructed wetland (Rootzone System ) of required area, Multimedia Filter, Chlorine Contact Tank , Interconnectivity Pipe of STP and Effluent Pipe, electromagnetic flowmeter, Boundary wall with Fencing Panel around the S.T.P yard (P & F) , Steel Gate ( P&F), Interconnecting Path, Railing & Access ladder, Plant building including Chowkidhar Room (Plinth area 80.50 Sqm), pump house (36 Sqm), providing and installation of Electro - Mechanical Equipments, Providing and installation of 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 | 5,20,00,000 ₹5,20,00,000 | 5,51,00,000 ₹5,51,00,000 | 5,75,50,000 ₹5,75,50,000 | 4,74,96,399 ₹4,74,96,399 Lowest | 5,97,24,000 ₹5,97,24,000 |
| 2.00 | Construction of Intermittent Pumping Station (IPS) of 0.38 MLD capacity, including evolving of hydraulic & structural designs & drawings, planning, testing and commissioning of treatment facility. The IPS should be capable of lifting domestic raw sewage having characteristics of BOD =350 mg/litre & suspended Solids =650 mg/litre. The scope of work includes construction of Inlet Chamber, Screen Chambers, & Wet Well (ic Rising Main & Pumping Machinery, pump house of 36 Sqm area , Automization , Automatic reciprocating type screens, Electro magnetic flow meter, DG set. Fencing Pannel around the STP Yard (P&F) , 1 No. Steel Gate (P&F) , Landspacing & Gardening of STP area , Flood Security Light arrangement (as per chapter No. I(b). | 1 | Job | 40,00,000 ₹40,00,000 | 40,00,000 ₹40,00,000 | 39,50,000 ₹39,50,000 | 1,56,96,630 ₹1,56,96,630 | 39,36,000 ₹39,36,000 Lowest |
| 3.00 | Construction of Sewage Treatment Plant of 1.78 MLD capacity based on MBBR Technology and Tertiary treatment of natural treatment system and 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 with automatic reciprocating type screens , Grit Channel, Distribution Box, Anoxic Reactor of required volume, MBBR of required volume with retrievable type diffusers, tube settlers of required capacity, Sludge Drying beds of required area, Constructed wetland (Rootzone System ) of required area, Multimedia Filter, Chlorine Contact Tank , Interconnectivity Pipe of STP and Effluent Pipe, electromagnetic flowmeter, Boundary wall with Fencing Panel around the S.T.P yard (P & F) , Steel Gate ( P&F), Interconnecting Path, Railing & Access ladder, Plant building including Chowkidhar Room (Plinth area 80.50 Sqm), pump house (36 Sqm), providing and installation of Electro - Mechanical Equipments, Providing and installation of 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 (c). 3 Months of successful trial run as per the provisions of Manual on Sewerage & Sewage Treatment published by CPHEEO Manual (Latest edition). | 1 | Job | 4,25,00,000 ₹4,25,00,000 | 4,75,00,000 ₹4,75,00,000 | 4,75,00,000 ₹4,75,00,000 | 3,66,96,000 ₹3,66,96,000 Lowest | 4,84,42,800 ₹4,84,42,800 |
Tender Value
₹11.8 Cr
EMD Value
₹11.8 L
Closing Date
28 Feb 2024, 11:00 amClosed
Executive Engineer
Executive Engineer Jal Shakti Division Shahpur
C O STP 2.50 MLD Capacity for Zone-1 0.38 MLD IPS for Zone -2 1.78 MLD STP for Zone-2and3
2024_HPIPH_86372_1
EE/JSDS/NIT/2024-16631-80 dt.17/02/2024
Open Tender
Civil Works
Lump-sum
365 days
Kangra
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,500
Executive Engineer
₹11.8 L
10 Jul 2026
17 Feb 2024
28 Feb 2024
17 Feb 2024
28 Feb 2024
17 Feb 2024
17 Feb 2024 - 28 Feb 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Sewage Treatment Plant of 2.50 MLD capacity based on MBBR Technology and Tertiary treatment of natural treatment system and 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 with automatic reciprocating type screens , Grit Channel, Distribution Box, Anoxic Reactor of required volume, MBBR of required volume with retrievable type diffusers, tube settlers of required capacity, Sludge Drying beds of required area, Constructed wetland (Rootzone System ) of required area, Multimedia Filter, Chlorine Contact Tank , Interconnectivity Pipe of STP and Effluent Pipe, electromagnetic flowmeter, Boundary wall with Fencing Panel around the S.T.P yard (P & F) , Steel Gate ( P&F), Interconnecting Path, Railing & Access ladder, Plant building including Chowkidhar Room (Plinth area 80.50 Sqm), pump house (36 Sqm), providing and installation of Electro - Mechanical Equipments, Providing and installation of 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 | 100 | ₹100 |
| 2 | Construction of Intermittent Pumping Station (IPS) of 0.38 MLD capacity, including evolving of hydraulic & structural designs & drawings, planning, testing and commissioning of treatment facility. The IPS should be capable of lifting domestic raw sewage having characteristics of BOD =350 mg/litre & suspended Solids =650 mg/litre. The scope of work includes construction of Inlet Chamber, Screen Chambers, & Wet Well (ic Rising Main & Pumping Machinery, pump house of 36 Sqm area , Automization , Automatic reciprocating type screens, Electro magnetic flow meter, DG set. Fencing Pannel around the STP Yard (P&F) , 1 No. Steel Gate (P&F) , Landspacing & Gardening of STP area , Flood Security Light arrangement (as per chapter No. I(b). | 1 | Job | 100 | ₹100 |
| 3 | Construction of Sewage Treatment Plant of 1.78 MLD capacity based on MBBR Technology and Tertiary treatment of natural treatment system and 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 with automatic reciprocating type screens , Grit Channel, Distribution Box, Anoxic Reactor of required volume, MBBR of required volume with retrievable type diffusers, tube settlers of required capacity, Sludge Drying beds of required area, Constructed wetland (Rootzone System ) of required area, Multimedia Filter, Chlorine Contact Tank , Interconnectivity Pipe of STP and Effluent Pipe, electromagnetic flowmeter, Boundary wall with Fencing Panel around the S.T.P yard (P & F) , Steel Gate ( P&F), Interconnecting Path, Railing & Access ladder, Plant building including Chowkidhar Room (Plinth area 80.50 Sqm), pump house (36 Sqm), providing and installation of Electro - Mechanical Equipments, Providing and installation of 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 (c). 3 Months of successful trial run as per the provisions of Manual on Sewerage & Sewage Treatment published by CPHEEO Manual (Latest edition). | 1 | Job | 100 | ₹100 |
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