F-_26-9-ITB_-_Pre-Engineered_Metal_Storage_Buildings_For_The_Public_Works_Compound_-_Addendum_2.pdf
PDF 205 KB Posted
- Solicitation number
- 26-9-ITB
- Issued by
- Indian River County, Florida
About this file
Addendum No. 2 to Pre-Engineered Metal Storage Buildings ITB
This is Addendum No. 2 to an Invitation to Bid (ITB 26-9-ITB) issued by the City of Sebastian, Florida Procurement Division for the design, fabrication, and installation of two pre-engineered metal storage buildings at the Public Works Compound. The scope includes Building 1 consisting of two adjacent 100' x 40' x 12' structures and Building 2 as a 100' x 100' x 22' base structure with two lean-to structures, both requiring 14-gauge tubing minimum, 29-gauge panels, and PVDF-coated metal panels with a 35-year warranty. The addendum revises the bid due date to Thursday, February 26, 2026, at 2:00 PM Local Time via VendorLink, superseding the previously stated deadline. A non-mandatory pre-bid meeting and site visit was held on Tuesday, January 27, 2026, at 9:00 AM, with the question deadline established as Monday, February 2, 2026, at 2:00 PM. The recommendation of award by City Council is scheduled for Wednesday, March 25, 2026, at 6:00 PM. The awarded contractor must complete all work by October 31, 2026, with fabrication and delivery allowed 150 days from Notice to Proceed plus 30 days for installation, and liquidated damages assessed at $100 per calendar day for delays.
The addendum provides critical clarifications regarding construction requirements, including confirmation that anchor bolts must be drilled and glued by the awarded builder, that Building 1 contains two man doors with solid steel doors and frames while Building 2 has no doors, and that all door hardware must be supplied by the bidder without panic hardware requirements. Bidders must provide shop drawings or diagrams similar to those in Exhibit A including structural design, vent placement, and measurements with the bid; detailed foundation designs are due 30 days from Notice to Proceed. A Subsurface Soil Exploration and Geotechnical Engineering report is available via VendorLink to support foundation design. Roof and wall panels shall be galvanized steel rather than aluminum, with the manufacturer determining material specifications (such as Galvalume) in accordance with Addendum 1 requirements. The bidder must submit a revised contact information sheet certified by an authorized representative, with bids remaining valid for 90 days.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Procurement Division 1225 Main Street, Sebastian, FL 32958 Phone: 772-388-8231
(Rev. 12/2025) Page 1 of 4
ADDENDUM NO. 2
POSTING DATE: February 12, 2026
26-9-ITB
Pre-Engineered Metal Storage Buildings For The Public Works Compound
The original Invitation to Bid shall remain in full force and effect, except as modified herein, which shall take precedence over any contrary provisions in the prior documents.
REVISED DUE DATE
Please note that the due date for this solicitation has changed. Please see below for the revised due date.
SECTION I: CLARIFICATIONS TO ADDENDUM 1
• Question 6: The PEMB contractor normally provides the anchor bolts to the foundation contractor to install during the normal formwork procedure.
Answer: The anchor bolts must be drilled and glued by the awarded builder’s building installer.
• Question 13: Please confirm that overall there are four (4) total man doors
Answer: There are TWO (2) man doors in Building 1. Refer to 26-9-ITB - Section 2 - Scope of Work - Addendum 1 Revision. There are NO doors in Building 2.
Solid Steel Doors and Frames?
Answer: Yes
PROPOSED SCHEDULE
EVENT DATE TIME
RELEASE DATE: Thursday, January 15, 2026 -
PRE-BID MEETING Tuesday, January 27, 2026 9:00 AM Local Time
QUESTION DEADLINE Monday, February 2, 2026 2:00 PM Local Time
BID DUE DATE Thursday, February 26, 2026 2:00 PM Local Time
RECOMMENDATION OF
AWARD (City Council Meeting)
Wednesday, March 25, 2026 6:00 PM Local Time
(Rev. 12/2025) Page 2 of 4
What hardware is required? Panic hardware with closers?
Answer: All door installation and mounting hardware must be supplied by the awarded bidder. Panic hardware is not required.
• Question 16: You state there will be no Geo Tech/Boring information available.
How do we engineer and design a foundation with no bearing capacity information?
Answer: The Subsurface Soil Exploration and Geotechnical Engineering report for the Public Works Compound is attached to this addendum.
• Question 24: You want the bidders, ALL the bidders to pay out of pocket for signed sealed drawings to be submitted with the proposal?
Answer: No. All submitting bidders must provide shop drawings or diagrams similar to those in Exhibit A, including, but not limited to, structural design, vent placement, and measurements.
Back on Question 16 you state Shop Drawings, including foundation details are due 30 days from NTP.
Answer: Correct.
Also, at this time there is no soil bearing information on which to base our design.
Answer: Please refer to Question 16.
Please reconsider the requirement of having to submit a foundation design with an engineer seal/signature with the bids.
Answer: All submitting bidders must provide shop drawings or diagrams similar to those in Exhibit A, including, but not limited to, structural design, vent placement, and measurements.
• Question 28: Please confirm the total number of 4'x4' fixed aluminum vents is four(4).
Answer: Four (4).
• Question 36: You state collateral loads are included in engineering plans....please advise what "engineering plans" you are referring to? Is the city planning on hanging any storage systems or other loads on the building structure that we need to be aware of?
Answer: The intended collateral load for each build should be listed in the engineered plans. The City will not install/use any hanging storage systems that will increase the collateral load.
(Rev. 12/2025) Page 3 of 4
• Question 33: Please confirm roof and wall panel material to be Galvalume.
Answer: That is up to the building manufacturer. Refer to Addendum 1 and the Section 2 - Scope of Work - Addendum 1 Revision for the minimum requirements.
How are the Wall Panels to be anchored at ground level? Perimeter Beam?
Answer: That is up to the building manufacturer. Refer to Addendum 1 and the Section 2 - Scope of Work - Addendum 1 Revision for the minimum requirements.
SECTION II: QUESTIONS
• Question 1: The roof and side sheeting would not normally be aluminum, but galvanized 26 GA or 24 GA sheet steel with an acrylic or Kynar coating.
Answer: Correct. The roof and sheeting are galvanized steel.
• Question 2: Same with the man door. I do not believe you really want an aluminum door; coated steel is normal.
Answer: Correct. The doors shall be coated steel.
• Question 3: You are requesting a standing seam roof. The material and installation cost for a standing seam roof is higher than for a traditional roof system, and does not seem warranted for storage facilities.
Answer: Correct. Follow the bid specifications in Section 2 - Scope of Work - Addendum 1 Revision
SECTION III: REVISIONS TO THE SCOPE OF WORK
• Section 2.6.1 shall be amended to read:
2.6.1 The awarded Bidder shall complete the work by October 31, 2026.
SECTION IV: ATTACHMENTS
• Subsurface Soil Exploration and Geotechnical Engineering report o Uploaded to VendorLink
• Revised Contact Information Sheet o Included in this addendum
Sincerely, Jessica Graham, CPPB, FCCM Procurement Manager
26-9-ITB
Failure to complete and submit this form with your bid package may result in the rejection of your bid Page 21 of 30
REVISED CONTACT INFORMATION SHEET
DUE DATE: February 26, 2026 Bids due on or before 2:00 PM LOCAL TIME
Proposals must be submitted electronically via VendorLink
Check the Addenda for any revised opening dates before submitting your bid. Bid(s) received after the date and time stated above will not be opened.
CONTACT:
Jessica Graham, CPPB, FCCM
Procurement/Contracts Manager
(772) 388-8231 jessgraham@cityofsebastian.org
ITB TITLE: Construction of Pre-Engineered Metal Storage Buildings for the Public Works Compound
ITB NO.: 26-9-ITB
Bidder Name and “Doing Business As”, if applicable:
Federal Tax Identification Number:
Unique Entity ID (SAM.GOV):
Address:
City: State: Zip Code:
Telephone No:
E-Mail Address of Authorized Representative:
I certify that I have carefully examined the ITB document and associated documents, including the Addenda, accompanying or made a part of this solicitation. I further certify that all information contained in this bid is truthful to the best of my knowledge and belief, and that I am duly authorized to submit this bid on behalf of the bidder named above, and that the bidder is ready, willing, and able to perform if awarded.
In compliance with this solicitation, and subject to all conditions herein, I hereby propose and agree to furnish the goods and /or services specified in the ITB at the prices or rates in my bid, and prices will remain for a period of ninety (90) days to allow the City adequate time to evaluate the bid.
Signature of Authorized Representative (Manual)
Name of Authorized Representative (Typed or Printed)
Title Date
Each bid submittal must include the signature of an officer or employee with the authority to bind the contractor in the space(s) provided. If the individual is not listed on Sunbiz.org, a Corporate Resolution shall be provided. The bid submittal shall be marked non-responsive if a Corporate Resolution cannot be provided.
The City reserves the right to reject any and all bids or to accept any bid or portion deemed to be in the City's best interest and waive any non-substantial irregularities.
mailto:jessgraham@cityofsebastian.org
| 2026-02-12T09:07:03-0500 | |
| Jessica Graham |
File details come from the government source that posted it. Updated .