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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.5 CrAdmitted-Finance | -6.09% | ₹9.5 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | - | Rejected-Technical Non Responsive |
Tender Value
₹10.3 Cr
EMD Value
₹20.7 L
Closing Date
30 Jul 2026, 6:00 pmClosed
Executive Engineer
KDA Kota
Civil Work
2026_UITKo_572316_2
NIT 07/2026-27 (4)
Open Tender
Civil Works
Percentage
270 days
Kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,500
7500 Secrectry KDA, 2500 MD RISL
₹20.7 L
Yes
18 Aug 2026
7 Jul 2026
31 Jul 2026
7 Jul 2026
30 Jul 2026
7 Jul 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 |
|---|---|---|---|---|---|
| 0.1 | Part-A | - | - | - | - |
| 1DEVELOPMENT OF LIQUID WASTE PURIFICATION SYSTEM, CETP (Sewage Treatment Plant with Effluent Treatment ) | |||||
| 2CETP WORK 1100 KLD (SEWAGE TREATMENT PLANT + EFFLUENT TREATMENT PLANT) | |||||
| 3SUB HEAD: DEVELOPMENT OF LIQUID WASTE PURIFICATION SYSTEM, (CETP TYPE)} | |||||
| 4Supply, Fabrication, installation, testing and commisioning of automatic sewage treatment plant with Effluent Treatment Plant based on MBR Process with sewage and Effluent handling capacity of 1100 KLD per day. The entire plant will be constructed in MSEP / JINK ALUMINIUM Febricated. The STP shall be designed as per Raw water, with necessary chemical dosing as required by the manufacturer's design. All the equipment, piping, pumps, air blowers and electrical panel etc. (CETP Make :- Willmer Eco Technologies/Eco vibe solutions Pvt Ltd) (Defect Liability Period will be 05 Years, All Parts and Machinery maintenance, Replacement included in 05 Year DLP) | |||||
| 5Domestic Sewage from domestic Ward and Hospital toilets, kitchens etc. from the Commercial complex, Lab, OT, Labour Room Etc, and shall be discharged into the STP. Design to take consideration of same as Common Effluent Treatment Plant (C.E.T.P) | |||||
| 6Daily average flow : 1100 M3/Day | |||||
| 7PH : 6.5 - 8.5 | |||||
| 8BOD5 : 250-300 mg/l | |||||
| 9S. Solids : 200 - 450 mg/l | |||||
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
xlsx
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details.html
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Tendernotice_1.pdf
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Bid_Document_MBS.pdf
Tender Documents • 2.00 MB
Joint_Ventrue_Agreement.pdf
Other Document • 1.08 MB
BOQ_1020429.xls
BOQ • 0.42 MB
Corrigrndum.pdf
PDF • 0.96 MB
Corrigendum0704.pdf
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Corrigendum.pdf
PDF • 0.12 MB
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