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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242 | ₹1.3 Cr Quoted ₹1.5 Cr | L1 | Accepted-AOC accept |
| 2 | L2₹1.5 Cr+₹1.5 L (1.00%)Rejected-AOC | ₹1.5 Cr+₹1.5 L (1.00%) | L2 | Rejected-AOC accept |
| 3 | L3₹1.5 Cr+₹4.0 L (2.67%)Rejected-AOC | ₹1.5 Cr+₹4.0 L (2.67%) | L3 | Rejected-AOC accept |
Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
6 Apr 2021, 11:00 amClosed
EE
Jal Shakti Division Dehra
Operation and maintenance of 1.38 MLD Cap STP
2021_HPIPH_46021_1
DHR-KNG02-728
Open Tender
Civil Works
Lump-sum
1095 days
Dehra
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,500
EE Dehra
₹1.7 L
Yes
21 Jun 2021
27 Mar 2021
6 Apr 2021
27 Mar 2021
6 Apr 2021
27 Mar 2021
Amount
To operate, repair & maintain all civil works and electro-mechanical equipments relating to sewerage system to Dehra Town which consist of sewage treatment plant of capacity 1.38 MLD and sewer network 26.35 KM for the period of 3 years in all respect to the entire satisfaction of Engineer-in-Charge. Firm should do comply the stringent effluent standards laid down by HP Pollution Control Board and terms and conditions as per annex A to M along with general terms and conditions. The O&M of sewer net work and STP shall be carried strictly as per the provisions made in the latest manual of sewerage and sewage treatment plant system issued by CPHEEO ( edition 2013)
Inlet Chamber = 1 No. 2.60x2.60x1.20+0.30 mtr. F.B
Manual Screen Channel = 2 No. 2.50x0.20x0.25+0.30 mtr. F.B
Manual grit channels= 2 No. 10.00x0.60x0.80+0.30 mtr F.B
Extended Aeration Tank=2 No.13.25 dia x13.00x3.00+0.30 mtr F.B
Secondary Clarifier 1 No. 15.00 dia x10.30x4.60+0.30mtr F.B
Sludge conditioning tank= 1 No. 3.25x3.00x2.00+0.30 mtr. F.B
Chemical tank= 3 No. 1.00x.90x0.60+0.30 mtr. F.B
Chlorine contact tank = 1 No. 10.00x3.65x2.20+0.30 mtr. F.B
Filter press house=1 no. 6.40x6.40x3.00 mtr.
Plant building.=1 No. 8.05x7.50x6.00 mtr
Septic Tank = 1 No. 15.60x11.30x1.50 mtr deep
Wet well = 1 No. 5.25 dia x3.00 mtr deep
Mechanical units
C.I.gates = 2 No.
Manual bar screens = 2 Nos.
Fixed type slow speed aerators = 15 HP each
Filter water pump= 3 HP ( one stand bye)
Sludge Recycle pumps 5 HP ( one stand bye)
Sludge pump ( Pump house) 3 HP ( one stand bye)
Sludge pump (Well No.i) = 2 No. 15 HP and 2 No. 10 HP
Sludge pump (Well No.ii) = 4 No. 1 HP
Generator Set = 82.50 KVA/66 KW
Sewer Network
Complete sewer network length = 26350 Mtr
No of manholes = 1145 No.
Connection released = 430 Nos.
Dogra Construction Company Pvt Ltd
Rebound Enviro Tech Private Limited
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tech_eval.pdf
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fin_eval.pdf
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