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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-AOC 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242 | ₹3.9 Cr Quoted ₹4.0 Cr | L1 | Accepted-AOC accept |
| 2 | L2₹4.1 Cr+₹7.7 L (1.90%)Rejected-AOC R O 115 SECTOR 24 PHASE III INDUSTRIAL ESTATE BARHI GANNAUR SONIPAT HARYANA | ₹4.1 Cr+₹7.7 L (1.90%) | L2 | Rejected-AOC reject |
| 3 | L3₹4.2 Cr+₹18.6 L (4.59%)Rejected-AOC | ₹4.2 Cr+₹18.6 L (4.59%) | L3 | Rejected-AOC reject |
| 4 | L4₹4.3 Cr+₹20.7 L (5.10%)Rejected-AOC | ₹4.3 Cr+₹20.7 L (5.10%) | L4 | Rejected-AOC reject |
| 5 | Not Admitted-Fee/PreQual/Technical VILL P O DARGIA SAKRI TEHSIL DEHRA DISTT KANGRA HP | MANDI | HIMACHAL PRADESH | 175013 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.8 Cr
EMD Value
₹4.1 L
Closing Date
19 Sept 2024, 11:00 amClosed
EE
Jal Shakti Division Dehra
Operation and maintenance of sewer Scheme Dehra Town
2024_HPIPH_92890_1
DHR-KNG02-728
Open Tender
Civil Works
Lump-sum
1825 days
Dehra
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,500
EE Dehra
₹4.1 L
28 Oct 2024
9 Sept 2024
19 Sept 2024
9 Sept 2024
19 Sept 2024
9 Sept 2024
Amount
Operation, repair & maintainance of whole scheme such as all civil works and electro-mechanical equipments of complete sewerage system of Dehra Town consisting of sewage treatment plant of 1.38 MLD capacity and sewer network for the period of Five Years in all respect to the entire satisfaction of Engineer-in-charge. The O&M of sewer network & STP shall be carried strictly as per the provisions made in the latest manual on Sewerage and Sewage Treatment Systems issued by CPHEEO (eddition 2013). Firm should do comply the stringent effluent standards laid down by HP Pollution Control Board. Operation, Repair and maintenance cover components, as per ANNEXURE "A" attached:-
1st Year of O & M
2nd Year of O & M
3rd Year of O & M
4th Year of O & M
5th Year of O & M
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 = 2 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) = 4 No. 15 HP 2 Nos. and 2 No. 10 HP
Sludge pump (Well No.II) = 4 No. 1 HP
Generator Set = 1 No. 82.50 KVA/66 KW
Sewer Network
Complete sewer network length = 32500 Mtr
No of manholes = 1145 No.
Connection released = 720 Nos.
ANEIE ASTECHNO PRIVATE LIMITED
Rebound Enviro Tech Private Limited
Dogra Construction Company Pvt Ltd
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