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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-Finance | ₹2.4 Cr | L1 | Accepted-Finance 1st Lowest |
| 2 | L2₹2.6 CrRejected-Finance | ₹2.6 Cr | L2 | Rejected-Finance 2nd Lowest |
| 3 | L3₹2.7 CrRejected-Finance R O A 4 5 SECTOR 80 PHASE II NOIDA U P | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201008 | ₹2.7 Cr | L3 | Rejected-Finance 3rd Lowest |
Updated dates
Tender Value
₹2.9 Cr
EMD Value
₹5.8 L
Closing Date
15 May 2026, 4:00 pmClosed
Superintending Engineer
Superintending Engineer Construction Circle UP Jal Nigam Sanjay Place Agra
Construction of 500 KLD STP and associated works for Awas Yojana Urban at Usaini Firozabad
2026_UPJNM_1133981_1
553/V-14/91, Date - 06.04.2026
Open Tender
Civil Works
365 days
Firozabad
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
EE, CD, UPJN (U), Firozabad
₹5.8 L
SE, CC, UPJN (U), Agra
17 Jun 2026
7 Apr 2026
16 May 2026
7 Apr 2026
15 May 2026
7 Apr 2026
22 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | STP (500 KLD Capacity) | - | - | - | - | BI01010001010000000000000515BI0100001112 |
| 2 | Design, Construction, Supply of all materials, Erection and Commissioning of SCADA based STP of 500 KLD capacity based on MBBR technology With all the civil, electrical, mechanical, lnstrumentation and scada system. LT/HT panel, sub station building, DG set foundation etc. all complete. The quality of treated effluent shall be :
BOD <10 mg/liter
PH 6.5 to 8.5
TSS <10mg/liter
COD <50mg/liter
O&G <10mg/liter
Total Kjeldahl Nitrogen <10mg/liter
faecal coliforam - 230 MPN.
with all labour, material T&P etc. all completed.
Civil and E&M works (For 500 KLD plant) | - | Job | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | Construction of Boundary Wall 2.0m ht. above plinth level with RCC Column @3m c/c with plinth beam and foundation avg. 1.2m depth including reinforcement and RCC coping on top of wall with plaster (1 :4) and painting (apex painting 3 coat) as per type design and drawing at the STP site. As per type design and drawing. Boundary wall to be constructed as per actual site requirement. | - | RM | - | - | BI01010001010000000000000515BI0100001114 |
| 4 | Earth filling (2850 sqmx0.5m) | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 5 | MS gate (3.6m wide main gate with wicket gate) | - | No. | - | - | BI01010001010000000000000515BI0100001116 |
| 6 | Construction of Internal Road (CC Road) | - | Sqm. | - | - | BI01010001010000000000000515BI0100001117 |
| 7 | Main Pumping Station (MPS) | - | - | - | - | BI01010001010000000000000515BI0100001118 |
| 8 | Earthwork in excavation over areas (exceeding 1.5m in depth & 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m, disposal earth to be levelled and neatly dressed. | - | - | - | - | BI01010001010000000000000515BI0100001119 |
| 9 | From 0 m to 1.5 m | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 10 | From 1.5 m to 3 m | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
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tech_eval.pdf
boq_comp_chart.xlsx
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details.html
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TDUsainiSTP.pdf
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BOQ_2116715.xls
BOQ • 0.42 MB
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