2-RFQt-04- Attachment A.docx
DOCX document 23 KB Posted
- Attached to
- RFQt Chlorine Tank Inspection
- Solicitation number
- 26-0137
- Issued by
- Tarrant County, Frankston Town, Texas
About this file
This attachment provides technical specifications for a Request for Quote (RFQt) issued by the City of Fort Worth Water Department in Texas for chlorine bulk storage tank testing and inspection services. The project encompasses nine liquid chlorine storage tanks located at three water treatment facilities: Eagle Mountain Water Treatment Plant (two tanks), Rolling Hills Water Treatment Plant (two tanks), and Village Creek Water Treatment Plant (five tanks). The tanks range in volume from 5,000 to 5,300 gallons and vary significantly in age and condition. Four tanks manufactured by Ace Buehler in the 1980s were last tested in 2014, while five newer tanks manufactured by Tank & Vessel Builders in 2020 are new installations. The designated working pressures are 225 psi for the older tanks and 275 psi for the newer tanks, with specifications complying with ASME Section 8, Division 1 or ASME U W RT-1 HT codes.
The technical specifications indicate that the contractor must be capable of testing and inspecting tanks with shell thickness of 0.625 inches and head thickness ranging from 0.625 to 0.750 inches. The contract is structured on an "as needed" basis, indicating flexible scheduling for the required testing and inspection activities. No information regarding pricing terms, contract duration, renewal options, response deadlines, site visit requirements, bidder meetings, or funding sources is provided in this attachment, as it serves primarily as a technical reference document for the scope of work.
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Text version
Chlorine Bulk Storage Tank Testing
Background The Fort Worth Water Department owns and operates bulk liquid chlorine tanks that require periodic testing and inspection. This contract will cover the testing and inspection services for the following nine liquid chlorine bulk storage tanks:
| Location |
| Eagle Mnt. WTP |
6801 Bowman Roberts Eagle Mnt. WTP 6801 Bowman Roberts Rolling Hills WTP 2500 SE Loop 820 Rolling Hills WTP 2500 SE Loop 820 Village Creek 4500 Wilma lane Village Creek 4500 Wilma lane
| Village Creek 4500 Wilma Lane |
| Village Creek 4500 Wilma Lane |
| Village Creek 4500 Wilma Lane |
| Tank Serial Number |
| Serial 68587 |
| Serial 62039 |
| Serial 62536 |
| Serial 68586 |
| Serial 18079 |
| Serial 18078 |
| Serial 18075 |
| Serial 18076 |
| Serial 18077 |
| Date Last Tested |
| 2014 |
| 2014 |
| 10/2014 |
| 4/2014 |
| New tank installed |
New tank installed
| New tank installed 2020 |
| New tank installed 2020 |
| New tank installed 2020 |
| Manufacturer |
| Ace Buehler |
| Ace Buehler |
| Ace Buehler |
| Ace Buehler |
| Tank& Vessel Builders |
| Tank& Vessel Builders |
| Tank& Vessel Builders |
| Tank& Vessel Builders |
| Tank& Vessel Builders |
| Date of Manufacture |
| 1986 |
| 1983 |
| 1983 |
| 1986 |
| 2020 |
| 2020 |
| 2020 |
| 2020 |
| 2020 |
| Des. Working Pressure |
| 225 psi |
| 225 psi |
| 225 psi |
| 225 psi |
| 275 psi |
| 275 psi |
| 275 psi |
| 275 psi |
| 275 psi |
| Code |
| ASME Section 8, Div. 1 |
| ASME Section 8, Div. 1 |
| ASME Section 8, Div. 1 |
| ASME Section 8, Div. 1 |
| ASME U W RT-1 HT |
| ASME U W RT-1 HT |
| ASME U W RT-1 HT |
| ASME U W RT-1 HT |
| ASME U W RT-1 HT |
| Shell thickness (minimum in) |
| 0.625” |
| 0.625” |
| 0.625” |
| 0.625” |
| .625” |
| .625” |
| 0.625” |
| 0.625” |
| 0.625” |
| Head thickness (minimum in) |
| 0.625” |
| 0.625” |
| 0.625” |
| 0.625” |
| .750” |
| .750” |
| .750” |
| 750” |
| 750” |
| Tank Volume |
| 5,000 gallons |
| 5,000 gallons |
| 5,000 gallons |
| 5,000 gallons |
| 5,300 gallons |
| 5,300 gallons |
| 5,300 gallons |
| 5,300 gallons |
| 5,300 gallons |
File details come from the government source that posted it. Updated .