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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-Finance | ₹2.7 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹2.7 CrRejected-Finance VILLAGE PO KANOH TEHSIL BARSAR DISTT HAMIRPUR HP | HAMIRPUR | HIMACHAL PRADESH | 174304 | ₹2.7 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹3.3 CrRejected-Finance R O A 4 5 SECTOR 80 PHASE II NOIDA U P | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201008 | ₹3.3 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹4.7 CrRejected-Finance | ₹4.7 Cr | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | Dogra Construction Company Pvt Ltd L4 | DISHA Water Treatments Pvt.ltd. L3 | Rebound Enviro Tech Private Limited L1 | Anurag Deep L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Construction of Sewage Treatment Plant of 2.0 MLD capacity based on MBBR, including Planning, evolving hydraulic & structural designs & drawings, testing and commissioning of treatment facility. The Sewage Treatment Plant should be capable of treating domestic raw sewage for reuse of irrigation purpose 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 = 6.5-8.5, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 50 mg /litre, Faecal Coliform (MPN /1000 ml) <100, N - Total N ≤ 10 mg/litre, NH4 - N ≤ 5 mg/litre. The scope of work includes construction of Inlet Chamber (1 No.), Screen Channel (2 No.), Grit Channel (2 No.), Distribution Box (1 No.), Anoxic Reactor (2Nos), Tube Settler (2Nos), Moving Bed Bio Reactor (MBBR) HRT Minimum 6 hrs, sludge drawing bed, sumpwell, multi media filter, chlorine contact tank with required arrangement, Interconnectivity pipe of STP & Effluent Pipe, Boundary wall with Fencing Panel around the S.T.P Yard (P&F), Steel Gate (P&F), Interconnecting Path, Railing and Access Ladder, Plant Building/Chowkidhar Room (plinth area 57.50 sq.m.), providing and installation of Sludge Dewatering machine 6 cum capacity, providing and installation of Activated Carban Filter with all allied accessaryies. providing and installation of Electro - Mechanic Equipment’s, with in all leads and lifts at site complete in all respect as per the entire satisfaction of Engineer-in-charge (as per chapter No. vi(a), vi(b), vi (c). 3 Months of successful trial run as per the provisions of Manual on Sewerage & Sewage Treatment published by CPHEEO Manual (Latest edition). The work should of C/O the units as per data sheet no.1 attached separately. | 1 | Job | 4,65,65,065.99 ₹4.7 Cr | 3,33,00,000 ₹3.3 Cr | 2,74,00,000 ₹2.7 Cr | 2,74,50,000 ₹2.7 Cr |
Tender Value
₹2.9 Cr
EMD Value
₹3.7 L
Closing Date
10 Dec 2025, 11:00 amClosed
EXECUTIVE ENGINEER
JAL SHAKTI DIVISION DHARMSHALA
Interception and Diversion of used water Domestic wastewater under Swachh Bharat Mission-U-2.0 of Dharamkot and Bhagsu nag Ward NO 1 2 MC Dharamshala District Kangra SH Construction of Sewage Treatment Plant Capacity 2.0 MLD with allied civil works
2025_HPIPH_122157_1
NO. EE-JSD-EA-I-2025-13231-330
Open Tender
Civil Works
365 days
DHARAMSHALA
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,000
EE JSD
₹3.7 L
29 Dec 2025
29 Nov 2025
10 Dec 2025
29 Nov 2025
10 Dec 2025
3 Dec 2025
29 Nov 2025 - 3 Dec 2025
Amount
Construction of Sewage Treatment Plant of 2.0 MLD capacity based on MBBR, including Planning, evolving hydraulic & structural designs & drawings, testing and commissioning of treatment facility. The Sewage Treatment Plant should be capable of treating domestic raw sewage for reuse of irrigation purpose 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 = 6.5-8.5, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 50 mg /litre, Faecal Coliform (MPN /1000 ml) <100, N - Total N ≤ 10 mg/litre, NH4 - N ≤ 5 mg/litre. The scope of work includes construction of Inlet Chamber (1 No.), Screen Channel (2 No.), Grit Channel (2 No.), Distribution Box (1 No.), Anoxic Reactor (2Nos), Tube Settler (2Nos), Moving Bed Bio Reactor (MBBR) HRT Minimum 6 hrs, sludge drawing bed, sumpwell, multi media filter, chlorine contact tank with required arrangement, Interconnectivity pipe of STP & Effluent Pipe, Boundary wall with Fencing Panel around the S.T.P Yard (P&F), Steel Gate (P&F), Interconnecting Path, Railing and Access Ladder, Plant Building/Chowkidhar Room (plinth area 57.50 sq.m.), providing and installation of Sludge Dewatering machine 6 cum capacity, providing and installation of Activated Carban Filter with all allied accessaryies. providing and installation of Electro - Mechanic Equipment’s, with in all leads and lifts at site complete in all respect as per the entire satisfaction of Engineer-in-charge (as per chapter No. vi(a), vi(b), vi (c). 3 Months of successful trial run as per the provisions of Manual on Sewerage & Sewage Treatment published by CPHEEO Manual (Latest edition). The work should of C/O the units as per data sheet no.1 attached separately.
Anurag Deep (BID ID -592599)
DISHA Water Treatments Pvt.ltd. (BID ID -591435)
Dogra Construction Company Pvt Ltd (BID ID -591050)
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