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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC Bidder lowest award amount |
| 2 | L2₹1.6 CrRejected-AOC V P O NALPUR P O KHARKHODA DISTT MEERUTH UP | MEERUT | UTTAR PRADESH | 245206 | ₹1.6 Cr | L2 | Rejected-AOC Bidder Higher side amount |
| 3 | L3₹1.8 CrRejected-AOC VILLAGE KHADED P O CHOWAI TEHSIL ANNI DISTT KULLU HP | KULLU | HIMACHAL PRADESH | 172001 | ₹1.8 Cr | L3 | Rejected-AOC Bidder Higher side amount |
| Sl No | Description | Qty | Unit | Dogra Construction Company Pvt Ltd L1 | Sh. Dinesh Kumar L2 | Kishori Lal L3 |
|---|---|---|---|---|---|---|
| 1.00 | A/R & M/O Sewerage System to Nurpur Town in Tehsil Nurpur, Distt. Kangra (HP) (SH:- Operation, Repair& Maintenance of Complete Sewer Network of 12 km, manholes, and STP 3.13 MLD at Nurpur For 3 years).. Firm should do comply the stringent effluent standards laid down by HP pollution control board. Operation, repair and maintennace covers: Inlet chamber: 1 Nos. , Screen Channel = 2 Nos., Grit Channel = 2 Nos., Parshal flume = 2 Nos., Aeration Tank = 2 Nos. (comprising of Extended Aeration), sludge recycling pumps = 2 Nos., filtrate recirculation pump = 2 Nos.,), secondary settling tank = 1 Nos., Sludge Thickner = 1 Nos., Sludge drying beds = 1 Nos., complete sludge return system. Complete recirculation sludge system, chlorine contact tank = 1 Nos., Bleaching powder solution tank = 1 Nos., Pump house, lab building, all interconnecting path/ arrangements Complete Sewer Network 12 Km., No. of manholes 2237 Nos. Testing of sewage effluent samples from the plant on daily basis including peak hours and bringing alteration in process such as recycling of sludge, sludge withdrawal and disposal appropriately to maintain appropriate MLSS ( Mix, Liquid, Suspended, Solid) ,MLVSS (Mix, Liquid, Volatile, Suspended Solid) F/M ratio (Food to Microorganism Ratio) appropriately to ensure sewage effluent standard within Prescribed limit on specified below, frequent cleaning of screens, removal of Grit from grit channels, keeping the surrounding of plants all premises in neat and clean condition, odour free, maintaining of all electrical and mechanical equipment in running condition and to make all the defects good arising in civil structure from time to time. The sewerage treated should confirm to the below mentioned effluent parameters. | 1 | Job | 1,21,65,065 ₹1.2 Cr | 1,63,50,000 ₹1.6 Cr | 1,76,95,995 ₹1.8 Cr |
| 1.01Raw Septage Characterstics | ||||||
| 1.02Parameters Unit Inlet | ||||||
| 1.03Ph mg//l 6.5 - 8.5 | ||||||
| 1.04BOD mg//l 375.00 | ||||||
| 1.05COD mg/l 650.00 | ||||||
| 1.06TSS mg/l 650.00 | ||||||
| 1.07Treated Efluent Parameters | ||||||
| 1.09Parameters Unit Outlet | ||||||
| 1.10Ph mg//l 6.5 - 8.5 | ||||||
Tender Value
₹1.7 Cr
EMD Value
₹2.4 L
Closing Date
16 Mar 2026, 11:00 amClosed
Anandblouria
Jal Shakti Division Nurpur
Operation,Repair and Maintenance of 3.13 MLDcapacity sewerage treatment plant at Nurpur plant (Bodh) and Sewer Network of 12km for the period of 3 Years)
2026_HPIPH_130584_1
EE-NPR-Tender-6611-20 dt 06-03-2026
Open Tender
Civil Works
1095 days
Nurpur
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,000
EE Nurpur
₹2.4 L
18 Apr 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
A/R & M/O Sewerage System to Nurpur Town in Tehsil Nurpur, Distt. Kangra (HP) (SH:- Operation, Repair& Maintenance of Complete Sewer Network of 12 km, manholes, and STP 3.13 MLD at Nurpur For 3 years).. Firm should do comply the stringent effluent standards laid down by HP pollution control board. Operation, repair and maintennace covers: Inlet chamber: 1 Nos. , Screen Channel = 2 Nos., Grit Channel = 2 Nos., Parshal flume = 2 Nos., Aeration Tank = 2 Nos. (comprising of Extended Aeration), sludge recycling pumps = 2 Nos., filtrate recirculation pump = 2 Nos.,), secondary settling tank = 1 Nos., Sludge Thickner = 1 Nos., Sludge drying beds = 1 Nos., complete sludge return system. Complete recirculation sludge system, chlorine contact tank = 1 Nos., Bleaching powder solution tank = 1 Nos., Pump house, lab building, all interconnecting path/ arrangements Complete Sewer Network 12 Km., No. of manholes 2237 Nos. Testing of sewage effluent samples from the plant on daily basis including peak hours and bringing alteration in process such as recycling of sludge, sludge withdrawal and disposal appropriately to maintain appropriate MLSS ( Mix, Liquid, Suspended, Solid) ,MLVSS (Mix, Liquid, Volatile, Suspended Solid) F/M ratio (Food to Microorganism Ratio) appropriately to ensure sewage effluent standard within Prescribed limit on specified below, frequent cleaning of screens, removal of Grit from grit channels, keeping the surrounding of plants all premises in neat and clean condition, odour free, maintaining of all electrical and mechanical equipment in running condition and to make all the defects good arising in civil structure from time to time. The sewerage treated should confirm to the below mentioned effluent parameters.
Raw Septage Characterstics
Parameters Unit Inlet
Ph mg//l 6.5 - 8.5
BOD mg//l 375.00
COD mg/l 650.00
TSS mg/l 650.00
Treated Efluent Parameters
Parameters Unit Outlet
Ph mg//l 6.5 - 8.5
BOD mg//l < 30.00
COD mg/l <250.00
TSS mg/l < 50.00
Fecal Coliform MPN/1ooml <100.00
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