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closed🌐 gruRFP-2025-028

John R. Kelly Generation Station, Spring 2025 Outage, Cooling Tower Water Flow Distribution Restoration

gru / Energy Supply

Description

The Plant outage is currently scheduled for 02/25/2025 through 03/23/2025. As is standard with outage procedures, the Contractor should plan for approximately four (4) days on both the front end and back end of the outage period for shut down and start up activities. Therefore, the Contractor shall assume they will have nineteen (19) working days with the cooling tower isolated and the cold water basin drained. The Contractor should understand that these dates are subject to change, but the number of working days with the cooling tower offline should remain largely unchanged. The Contractor shall perform the following repairs in all eight (8) half-cells of the cooling tower. 3.2.1.1 Replace Distribution Boxes Remove and replace the existing 4’0” x 8’0” pre-molded distribution boxes with a new FRP distribution box of the same size. There is one (1) distribution box per half-cell. The Contractor shall salvage and reinstall any grating affixed to the existing distribution box that is present for personnel access. This shall include all new 316 stainless steel hardware. The design of the distribution box shall comply with the following specifications: A) The distribution box cover shall sit on a frame or tray. B) The tray shall have “feet” that hold the frame approximately 3” off the hot water basin panels. C) Inside the frame are to be baffles spaced approximately 3” apart. D) The distribution box cover, which shall be slightly larger than the support frame, will sit over the tray and have framing to hold the cover off of the frame. E) The tray should be secured into the primary cooling tower structure and not just the hot water basin panels alone. F) The cover should then be secured into the tray. 3.2.1.2 Reseal Distribution Valves Reseal the existing 16” distribution valves between their discharge and the attachment point to the new distribution boxes. There is one (1) valve per half-cell. The valve body will need to be cleaned with a wire brush and wiped with acetone to ensure that the new caulking will properly adhere. The Contractor must plan this work accordingly to give the caulking proper time to cure based upon the manufacturer’s guidelines, prior to the cooling tower returning to service. The Contractor is asked to provide polyurethane caulking (i.e., Vulkem 116 or equal). This is to include new FRP structure as may be needed to properly seal this location, accounting for the elevation difference between the distribution box and the valve. This shall include all new 316 stainless steel hardware. 3.2.1.3 Install Velocity Breakers Supply and install new 2” FRP angle velocity breakers around each distribution box. These velocity breakers are to be placed approximately 2’0” from the distribution box around all four (4) sides of the box. The Contractor shall work around existing interferences as needed to install these velocity breakers and secure them into the hot water basin panels. For areas where the distribution box is too close to the curb to place a velocity breaker, breakers may be omitted. This shall include all new 316 stainless steel hardware. The Contractor shall make the following repairs to resolve sagging of the crossover header pipe in the four (4) West half-cells. 3.2.2.1 Level & Support Crossover Header Pipes Level the existing 16”, woven FRP crossover header pipes that have begun to deflect by cutting the pipe near the West half-cell distribution boxes and rewrapping the pipe once it is supported with a new FRP saddle at the column line near the inboard curb. Pipe wraps shall be performed in accordance with CTI STD-154, Section 4.4. This is to include gel coat for UV protection of the pipe. The Contractor shall submit their pipe wrap procedure for review and approval prior to beginning work. This new saddle support provided by the Contractor shall comply with the following specifications outlined below. This shall include all new 316 stainless steel hardware. A) The saddle shall bolt into the columns on either side of the pipe. B) The saddle design shall not be one-sided (i.e., only bolt to one (1) face of the columns). It shall consist of two (2) main support components, one (1) each bolting onto opposite faces of the columns. C) The saddle shall encircle 180 degrees of the pipe and will provide a 3” wide bearing surface at a minimum. D) The saddle shall incorporate a neoprene pad between the bearing surface of the pipe and the saddle. This neoprene pad shall be secured into the saddle with 316 stainless steel hardware to avoid displacement.

Details

Posted
Jan 9, 2025
Response deadline
Jan 29, 2025, 8:00 PM UTC
Status
closed
Buyer
gru
Department
Energy Supply
Jurisdiction
gru
Reference #
RFP-2025-028
Summary
<p>The Plant outage is currently scheduled for 02/25/2025 through 03/23/2025. As is standard with outage procedures, the Contractor should plan for approximately four (4) days on both the front end an
Is Paused
false
Template Title
**DO NOT USE**Solicitation for Goods and Services
Copy Count
0
Government Organization City
Gainesville
Government Organization Name
Gainesville Regional Utilities
Government Organization State
FL
Government Organization Website
https://www.gru.com/WorkWithGRU.aspx
Government Organization Zip Code
32601
Government Organization Address1
301 SE 4th Avenue
Government Organization Timezone
America/New_York
Government Organization Country Code
US
Government Organization Phone Country
1
Closed Substatus
awarded

Contact

(352)393-1240
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This listing is a summary from gru's open procurement data. We ingest every field the feed publishes; the full solicitation documents are on the source portal.

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  "title": "John R. Kelly Generation Station, Spring 2025 Outage, Cooling Tower Water Flow Distribution Restoration",
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  "summary": "<p>The Plant outage is currently scheduled for 02/25/2025 through 03/23/2025. As is standard with outage procedures, the Contractor should plan for approximately four (4) days on both the front end and back end of the outage period for shut down and start up activities. Therefore, the Contractor shall assume they will have nineteen (19) working days with the cooling tower isolated and the cold water basin drained. The Contractor should understand that these dates are subject to change, but the number of working days with the cooling tower offline should remain largely unchanged.</p><p>The Contractor shall perform the following repairs in all eight (8) half-cells of the cooling tower.<br>3.2.1.1 Replace Distribution Boxes<br>Remove and replace the existing 4&rsquo;0&rdquo; x 8&rsquo;0&rdquo; pre-molded distribution boxes with a new FRP distribution box of the same size. There is one (1) distribution box per half-cell. The Contractor shall salvage and reinstall any grating affixed to the existing distribution box that is present for personnel access. This shall include all new 316 stainless steel hardware. The design of the distribution box shall comply with the following specifications:<br>A) The distribution box cover shall sit on a frame or tray.<br>B) The tray shall have &ldquo;feet&rdquo; that hold the frame approximately 3&rdquo; off the hot water basin panels.<br>C) Inside the frame are to be baffles spaced approximately 3&rdquo; apart.<br>D) The distribution box cover, which shall be slightly larger than the support frame, will sit over the tray and have framing to hold the cover off of the frame.<br>E) The tray should be secured into the primary cooling tower structure and not just the hot water basin panels alone.<br>F) The cover should then be secured into the tray.</p><p><br>3.2.1.2 Reseal Distribution Valves<br>Reseal the existing 16&rdquo; distribution valves between their discharge and the attachment point to the new distribution boxes. There is one (1) valve per half-cell. The valve body will need to be cleaned with a wire brush and wiped with acetone to ensure that the new caulking will properly adhere. The Contractor must plan this work accordingly to give the caulking proper time to cure based upon the manufacturer&rsquo;s guidelines, prior to the cooling tower returning to service. The Contractor is asked to provide polyurethane caulking (i.e., Vulkem 116 or equal). This is to include new FRP structure as may be needed to properly seal this location, accounting for the elevation difference between the distribution box and the valve. This shall include all new 316 stainless steel hardware.</p><p><br>3.2.1.3 Install Velocity Breakers<br>Supply and install new 2&rdquo; FRP angle velocity breakers around each distribution box. These velocity breakers are to be placed approximately 2&rsquo;0&rdquo; from the distribution box around all four (4) sides of the box. The Contractor shall work around existing interferences as needed to install these velocity breakers and secure them into the hot water basin panels. For areas where the distribution box is too close to the curb to place a velocity breaker, breakers may be omitted. This shall include all new 316 stainless steel hardware.</p><p>The Contractor shall make the following repairs to resolve sagging of the crossover header pipe in the four (4) West half-cells.<br>3.2.2.1 Level &amp; Support Crossover Header Pipes<br>Level the existing 16&rdquo;, woven FRP crossover header pipes that have begun to deflect by cutting the pipe near the West half-cell distribution boxes and rewrapping the pipe once it is supported with a new FRP saddle at the column line near the inboard curb. Pipe wraps shall be performed in accordance with CTI STD-154, Section 4.4. This is to include gel coat for UV protection of the pipe. The Contractor shall submit their pipe wrap procedure for review and approval prior to beginning work. This new saddle support provided by the Contractor shall comply with the following specifications outlined below. This shall include all new 316 stainless steel hardware.<br>A) The saddle shall bolt into the columns on either side of the pipe.</p><p>B) The saddle design shall not be one-sided (i.e., only bolt to one (1) face of the columns). It shall consist of two (2) main support components, one (1) each bolting onto opposite faces of the columns.<br>C) The saddle shall encircle 180 degrees of the pipe and will provide a 3&rdquo; wide bearing surface at a minimum.<br>D) The saddle shall incorporate a neoprene pad between the bearing surface of the pipe and the saddle. This neoprene pad shall be secured into the saddle with 316 stainless steel hardware to avoid displacement.</p><p>&nbsp;</p>",
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  "proposalDeadline": "2025-01-29T20:00:42.404Z",
  "releaseProjectDate": "2025-01-09T11:29:20.995Z"
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