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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.7 LAccepted-Finance | L1 | Accepted-Finance Accept due to first lowest | |
| 2 | L2₹79.0 L+₹2.3 L (3.03%)Rejected-Finance 69 DAMADA GA SAVA BAG AGRA | AGRA | AGRA | UTTAR PRADESH | L2 | Rejected-Finance Reject due to second lowest | |
| 3 | L3₹80.1 L+₹3.4 L (4.50%)Rejected-Finance 9 2 136 CHOWK MAHAJANI TOLA RIKABGANJ FAIZABAD AYODHYA U P | FAIZABAD | AYODHYA | UTTAR PRADESH | L3 | Rejected-Finance Reject due to third lowest | |
| 4 | Rejected-Technical | - | Rejected-Technical Disqualified in technical evaluation | |
| 5 | Rejected-Technical 0 VILLAGE PALPUR LUCKNOW ROAD POST JAGDISHPUR AMETHI UTTAR PRADESH 227809 | AMETHI | UTTAR PRADESH | 227809 | - | Rejected-Technical Disqualified in technical evaluation |
Tender Value
Refer Docs
EMD Value
₹1.6 L
Closing Date
30 Sept 2026, 5:00 pmClosed
EE,CD-I,UPJN(Urban),Prayagraj
Office of the EE,CD-I,UPJN(Urban),Prayagraj
Survey, Design, Supply and Installation on Rental Basis and Operation and Maintenance Of 0.5 MLD Sewage Treatment Plant for Treatment Of Sewage/Septage/ Faecal Sludge in Magh Mela Area, Under Magh Mela 2026-27
2026_UPJNM_1181926_1
I/1370543/2026/TEND/34 Dated 01.09.2026
Open Tender
Civil Works
Percentage
Prayagraj
As per tender document
3 documents required · 3 mandatory
₹5,900
EE,CD-I,UPJN(Urban)
₹1.6 L
Office of the EE,CD-I,UPJN(Urban),Prayagraj
9 Oct 2026
2 Sept 2026
30 Sept 2026
2 Sept 2026
30 Sept 2026
2 Sept 2026
7 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Survey, Design, Supply and Installation on Rental Basis and Operation & Maintenance Of 0.5 MLD Sewage Treatment Plant for Treatment Of Sewage/Septage/ Faecal Sludge in Magh Mela Area, Under Magh Mela 2026-27. | |||||
| 1.1 | Construction, Supply and Installation of 0.5 MLD Temporary Sewage Treatment Plant including all treatment modules to meet following Treated effluent quality parameters :- | - | - | - | - |
| 1.2 | Parameter : Concentration not to exceed | - | - | - | - |
| 1.3 | BOD < 30 mg/l | - | - | - | - |
| 1.4 | COD < 250 mg/l | - | - | - | - |
| 1.5 | TSS < 100 mg/l | - | - | - | - |
| 1.6 | Feacal Coliform < 1000 MPN/ml | - | - | - | - |
| 1.7 | PH = 6.5 to 8.5 | - | - | - | - |
| 2Design, Engineering & Project Management | |||||
| 3Design and Engineering | |||||
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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BOQ_2222014.xls
BOQ • 0.34 MB
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