ITB-25-056-FH_Add_2.pdf
PDF 113 KB Posted
- Solicitation number
- ITB-25-056-FH
- Issued by
- Seminole County, Florida
About this file
This document is Addendum No. 2 for Invitation to Bid (ITB-25-056-FH) issued by the City of Altamonte Springs for Erosion Control Countermeasures within the Little Wekiva River between SR 436 and SR 434, a Hurricane Ian Emergency Watershed Protection (EWP) Erosion Control Project. The project is anticipated to commence immediately following City Commission approval on August 19, 2025, with a strict completion deadline of September 30, 2025. The addendum addresses several Request for Information (RFI) inquiries from potential bidders, clarifying technical specifications such as helical anchor capacities, coating requirements for materials, and the need for signed and sealed drawings and calculations for sheet pile walls.
The Engineer's estimate for the project is $2,410,664, with liquidated damages set at $2,667.00 per day according to FDOT specifications. While no FDOT pre-qualifications are required, familiarity with FDOT specifications is deemed essential. The addendum provides critical details for potential bidders, including technical requirements for materials, project timeline, and financial expectations. Bidders are required to acknowledge receipt of the addendum by signing and returning the acknowledgment section, either with their original bid submission or as a separate document.
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Other files
| File | Type | Posted |
|---|---|---|
| 9-19-25_Approved_Commission_Memo.pdf | ||
| ITB-25-056-FH_Add_5.pdf | ||
| ITB-25-056-FH_Add4.pdf | ||
| ITB-25-056-FH_Add_3.pdf | ||
| ITB-25-056-FH_Add_1.pdf | ||
| Attachment_1_-_Bid_Form.xlsx | XLSX spreadsheet | |
| EXHIBIT_A-DRAWINGS.pdf | ||
| ITB-25-056-FH__Erosion_Control_Wekiva_River.pdf | ||
| VendorLink_Online_Submittal_Instructions_(as_of_03-30-2020).pdf | ||
| EXHIBIT_B-GEOTECH_REPORT.pdf |
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Text version
ITB-25-056-FH
EROSION CONTROL
COUNTERMEASURES WITHIN THE
LITTLE WEKIVA RIVER BETWEEN SR
436 AND SR 434 (HURRICANE IAN EWP
EROSION CONTROL PROJECT)
Addendum No. 2
DATE: July 21, 2025 TO: All Interested Bidders and Other Interested Parties FROM: Fabio Henao, CPO
The City makes the following changes, additions, deletions, information, and/or clarifications and now considers the addendum a part of the Invitation to Bid (ITB) Document. Bidders must acknowledge receipt of this addendum by indicating receipt in the space provided on the Proposal Bid Form. If the bidder has already submitted the Proposal Bid Form to the City’s Procurement Division, the Bidder should sign and return this addendum in a sealed envelope or revise their electronic submission to include this addendum. The envelope should include the company name and address, the bid number, opening date and time, and "Addendum No: 2." In any case, the submission of a bid is acknowledgment of receipt of the addendum. The City will construe all bids received as though the Bidder has received and acknowledged the addendum.
Below is the City’s reply to RFIs (Request for Information – a/k/a bid inquiries or questions) submitted by interested parties by the posted deadline to submit RFIs.
Q1: Is the minimum capacity states in the Helical Anchor Summary Table(s) the ultimate capacity of the working capacity?
A1: The helical anchor capacities are the required working capacities and represent the stabilization loads required to achieve a global stability factor of safety of 1.5 for each retaining wall system. Thus, they have been factored for global stability only.
Q2: What are the coating requirements, if any, for the helical anchors and the walers?
A2: The helical anchors should be galvanized and the walers should be treated in the same manner as the sheet-piles and angle stiffeners with corrosion protection coating conforming to Section 560 of the FDOT standard specifications.
Q3: Sheet Pile Note 1 on sheet CD-5 states that the design of sheet piles shall conform to the
FDOT Structures Manual, Latest Edition." Will sign and sealed drawings and calculations be required for the sheet pile wall?
A3: Yes.
Q4: What are the Liquidated Damages and the number of days for Completion.
A4: Liquidated Damages are $2,667.00/day per Section 8-10.2 of the referenced FDOT
Specifications.
Q5: Are there any FDOT pre-qualification.
A5: There are no FDOT pre-qualifications required by this solicitation. However, familiarity of the FDOT Specifications is essential due to the nature of the scope.
Q6: Is there an engineering estimate?
A6: Yes. The Engineer’s estimate is $2,410,664.
Q7: Is there an engineer’s estimate or budget available for this project?
A7: Please refer to A6 of this addendum.
Q8: Is there an estimate start date for the project?
A8: The City anticipates that work will commence immediately following City Commission approval of the award, which is expected to occur on August 19, 2025
Q9: Is there a completion deadline per the funding source?
A9: Yes. It is September 30, 2025.
Q10: I could not find the design estimate or City budget amount for this project. Can you direct me to page that has that data?
A10: Please refer to A6 of this addendum.
ACKNOWLEDGMENT - Addendum #2
Company Name
Signature of Officer
Type/Print Officer's Name & Title
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