26-C-00002 Ballast Point Public Pier Replacement Design

CITY OF TAMPA, FLORIDA - RFQ
RFQ 26-C-00002 Ballast Point Public Pier Replacement Design
Public Announcement in Compliance With Requirements of Section 287.055 Florida Statutes (Consultants'
Competitive Negotiation Act) Applicable Law, Executive Orders, Rules, Regulations, and The City's Standard
Procedures. Notice of Intent to Award Shall be posted, if at all, on the City's Website accessible by utilizing
the website link: www.tampagov.net/contract-administration/programs/architectural-engineering-
construction-and-related-rfqs .
The City of Tampa Parks and Recreation Department desires to obtain Design Services for a new public pier
that extends from the shoreline into Upper Tampa Bay. The Ballast Point Pier located at 5300 Interbay
Boulevard Tampa, FL 33611 was destroyed by Hurricane Helene in October 2024 and had to be closed to
the public.
Background: The pier is located at a publicly accessible waterfront parcel with pedestrian access from the
shore. The site is subject to tidal fluctuations, wave action, salt spray, and potential hurricane surge, which
makes durability and corrosion resistance critical considerations. Water depths, soil conditions, and
environmental factors will be confirmed during the geotechnical and permitting phases, ensuring the
design is compatible with existing bathymetry and environmental protections. The pier is approximately
940 feet long by 12 feet wide with a pier head 28 feet by 42 feet. The destroyed gazebo will also be
duplicated, and it is 14 feet x 25 feet. Dimensions shall be verified by a field survey. The pier is also used as
a loading point for the Jose Gaspar vessel during the Gasparilla parade events.
The scope shall include, but not be limited to the following: Preliminary design services that will include:
Evaluation and selection of equipment and manufacturers; Preliminary layout and site requirements;
Preliminary requirements for geotechnical, structural and electrical system improvements; Comprehensive
design services of selected improvements; Site planning; Regulatory permitting; Preconstruction and
Construction phase Services.
The estimated fee of $1,400,000 - $1,700,000.
Reference Drawings and any additional material may be found at:
https://apps.tampagov.net/Directory_Lister/Files/rfq_downloads
Questions may be directed to Jim Greiner, P.E., Contract Administration, City of Tampa, (813) 274-8598, or
E-Mail jim.greiner@tampagov.net.
A pre-submission conference will be conducted at 3 PM September 21, 2026 in the City Council Chambers,
third floor Old City Hall, 315 E. Kennedy Blvd. Tampa, FL 33602. Attendance is not required.
Page 1 of 3

CITY OF TAMPA, FLORIDA - RFQ
In accordance with the Americans with Disabilities Act ("ADA") and Section 286.26, Florida Statutes,
persons with disabilities needing a reasonable accommodation to participate in this public hearing or
meeting should contact the City of Tampa's ADA Coordinator at least 48 hours prior to the proceeding. The
ADA Coordinator may be contacted via phone at 813-274-3964, email at TampaADA@tampagov.net, or by
submitting an ADA - Accommodations Request form available online at tampagov.net/ADARequest.
An individual or entity ("Firm") responding to this RFQ must provide evidence of any required licenses,
certificates, or registrations with its submission or within 10 days thereof in order to be considered. The
City shall own all ideas, documents, plans, and materials developed as a result of this solicitation and Firm
is informed same shall be subject to reuse in accordance with Section 287.055(10), Florida Statutes. Firm (i)
confirms it has read and is familiar with Section 119.071(3), Florida Statutes regarding certain building
plans, blueprints, schematic drawings, which depict the internal layout and structural elements of a
building, facility, or other structure owned or operated by the City or other agency that are per said section
exempt from Section 119.07(1), Florida Statutes and Section 24(a), Art. I of the Florida Constitution
("Exempt Plans") and (ii) agrees Firm shall remain in compliance with same, including maintaining the
exempt status of such Exempt Plans for so long as they are held by Firm or otherwise in its possession.
Pursuant to Section 2-282, City of Tampa Code, during the solicitation period, including any protest or
appeal,
NO CONTACT with City officers or employees is permitted from any proposer, other than as specifically
stated in this solicitation. The City may cancel, withdraw, or modify this RFQ at any time and reserves the
right to reject any or all responses and to waive irregularities, formalities, and informalities as it
determines in the City's best interest. The City of Tampa will not request documentation of or consider a
bidder's (proposer's) social, political, or ideological interests when determining if the bidder (proposer) is a
responsible vendor and will not give preference to a proposer based on the proposer's social, political, or
ideological interests.
Firms should consider applicable concepts in the City's Climate Action And Equity Plan as posted at
https://www.tampa.gov/document/climate-action-and-equity-plan-122846 .
In order to apply for 5 "Ban-The-Box" bonus points, a firm must provide the documentation required pursuant
to the "Ban-The-Box" ordinance listed at City of Tampa Municode,
Firms desiring to provide these services to the City must submit a single electronic file in searchable PDF
format, Smaller than 10MB, that includes the attached RFQ Transmittal Memorandum completed as
appropriate, a Letter of Interest addressed to Brad L, Baird, P.E., Chairman, and referring to this RFQ by
number, together with a Statement of Qualifications and any supplemental material allowing evaluation for
further consideration (short-listing) based upon the following criteria/point system: Successful Comparable
Project Experience, (65 pts); Workload and Availability, (5 pts); Past Performance/Low amount of City Work, (5
Page 2 of 3

CITY OF TAMPA, FLORIDA - RFQ
pts); Standard Form SF330, (5 pts); "Ban-The-Box", (5pts); Planned SLBE Solicitation & Utilization, Form DMI
10, 20, & 50, (15 pts).
The PDF file must be E-Mailed to ContractAdministration@tampagov.net BEFORE 2 P.M., October 8, 2026.
As a courtesy, the City will endeavor to provide an email acknowledgement usually sent within a few days
after submission receipt (submissions received on the day of the deadline may not be acknowledged before
the deadline or at all). It is Firm's responsibility to confirm its submission (PDF file) has been received.
Page 3 of 3

RFQ TRANSMITTAL MEMORANDUM FOR A SUBMITTAL TO THE CITY OF TAMPA
TRANSMITTAL DATE: October 8, 2026
RFQ NO. & TITLE: 26-D-00002 Ballast Point Public Pier Replacement Design
TO: Brad L. Baird, P. E., Chairman Selection & Certification Committee (CCNA) c/o Contract
Administration Department via ContractAdministration@tampagov.net 306 East Jackson Street,
4th Floor North, Tampa, Florida 33602
SUBMITTER ("Firm") NAME:
FEDERAL TAX ID#: ________________________
FIRM TYPE: (_)Corporation (_)Limited Liability Company (_)Individual/Sole Proprietor
(_)Joint Venture (JV) (_)Partnership (PN) (_)Other:
FIRM CONTACT NAME:
EMAIL:
PHONE:
CERTIFICATIONS:
Firm is licensed, permitted, and certified as required to do business in Florida: [_]Yes [_] No
License/registration/certification number(s):
Per 287.133, Fla. Stat., individuals or entities (including those meeting the 287.133, Fla. Stat.
definition of "affiliate") placed on the convicted vendor list ("List") following a conviction for
public entity crimes may not submit a bid, proposal, or reply ("Response") on a contract to
provide any goods or services to a public entity, may not submit a Response on a contract with a
public entity for the repair or construction of a public building or public work, may not submit a
Response for leases of real property to a public entity, and may not be awarded or perform
work as a contractor, supplier, subcontractor, or consultant under a contract with any public
entity; and may not transact business with any public entity in excess of the threshold amount
provided in
287.017, Fla. Stat. for CATEGORY TWO for a period of 36 months from the date of placement
on the List. Neither Firm nor its affiliates have been placed on the List: [_] Yes [_] No
Pursuant to Tampa Code Section 2-284; Bidder's Criminal History Screening Practices("Ban-The-
Box"), the Firm hereby;

[_] declines incentive points and attaches no documentation [_] applies for incentive points and
attaches all the required documentation.
Firm shall comply with all applicable governmental rules & regulations, including the City's
Ethics Code (Sec. 2- 522, Tampa Code). The City's Charter & Ethics Code prohibit any City
employee from receiving any substantial benefit or profit out of any award or obligation entered
into with the City, or from having any direct or indirect financial interest in effecting any such
award or obligation. If Firm is successful, it shall ensure no City employee receives any such
benefit or interest as a result of such award (See Sec.2-514(d), Tampa Code): [_] Yes [_] No
Firm is not in arrears and is not in default upon any obligation to the City of Tampa: [_]Yes [_]No
Firm does not use coercion for labor or services as defined in Section 787.06, F.S.
Firm agrees that if the City of Tampa determines Firm has participated in any collusive,
deceptive, or fraudulent practices with regard to this submittal, in addition to any other remedy
it may exercise, the City will have the right to debar Firm and deem invalid any contract let
under such circumstances: [_] Yes [_] No
Data or material Firm asserts to be exempted from public disclosure under Chapter 119, Fla.
Stat., is submitted in a separate, single electronic searchable PDF file labeled with the above
RFQ number and the phrase "Confidential Material", which identifies the data/material to be
protected, states the reasons the date/material is exempt from public disclosure, and the
specific Florida statute allowing such exemption (if "No" or otherwise, then Firm waives any
possible or claimed exemption upon submission, effective at opening): [_] Yes [_] No
FAILURE TO COMPLETE THE ABOVE MAY RESULT IN FIRM'S SUBMITTAL BEING DECLARED NON-
RESPONSIVE
Authorized Signature :
Printed Name:
Title:
(attach proof of authority)

Proposed Scope of Work and Design Narrative
New Ballast Point Public Pier
Section 1: Project Notes and Scope of Work
1.1 Project Intent
The purpose of this project is to assess the existing condition and design a new public pier that
extends from the shoreline into Upper Tampa Bay. The pier will serve as a civic and recreational
amenity, offering space for walking, fishing, sightseeing, and community gatherings. It will be
designed to withstand harsh marine conditions, comply with all regulatory requirements,
Florida Building Code and ADA accessibility requirements, shareholders, outreach and provide a
safe, attractive, and low-maintenance structure for decades of use.
1.2 Site Context
The pier will be located at a publicly accessible waterfront parcel with pedestrian access from
the shore. The site is subject to tidal fluctuations, wave action, salt spray, and potential
hurricane surge, which makes durability and corrosion resistance critical considerations. Water
depths, soil conditions, and environmental factors will be confirmed during the geotechnical
and permitting phases, ensuring the design is compatible with existing bathymetry and
environmental protections. The pier is approximately 940 feet long by 12 feet wide with a pier
head 28 feet by 42 feet. An existing gazebo will also be duplicated and it is 14 feet x 25 feet.
Dimensions shall be verified by a field survey. The pier is also used as a loading point for the
Jose Gaspar vessel during the Gasparilla parade events.
1.3 Scope of Work
The scope of work includes:
* Preliminary design services that will include:
o Structural assessment of existing pier and feasibility analysis for repairing existing
pier structure.
o Evaluation and selection of equipment and manufacturers
o Preliminary layout and site requirements
o Preliminary requirements for geotechnical, structural and electrical
system improvements
* Comprehensive design services of selected improvements
* Site planning

* Regulatory permitting (including pre-application requirements)
* Preconstruction services:
o Responding to Requests for Information (RFIs)
o Development of Bid Specifications
o Provisions of the construction estimate
* Construction Management and Oversight
* Public Outreach
* Foundation and Substructure Construction: Installation of reinforced concrete piles and
caps to support the pier.
* Superstructure Framing: Treated timber joists and bracing to create the load-carrying
system.
* Decking System: Composite planking providing a slip-resistant, UV-stable pedestrian
surface.
* Handrail and Guardrail System: Treated timber posts with composite balustrade infill,
top and intermediate rails for safety and aesthetics.
* Utilities and Accessories: Integration of marine-rated lighting, life safety equipment, and
provisions for future services.
* Environmental Protections: Compliance with FDEP, USACE, and local guidelines for over-
water work, including turbidity curtains and seagrass protection.
* Commissioning and Turnover: Load testing, final inspections, punch list, and turnover to
the owner with a maintenance plan.
1.4 Project Goals
* Durability: Use of marine-grade concrete, stainless steel fasteners, and composite
decking to minimize long-term maintenance.
* Safety: Code-compliant guardrails, slip-resistant decking, life safety stations, and lighting.
* Aesthetics: Traditional pier appearance with wood and composite finishes, blending
with the coastal environment.
* Accessibility: Barrier-free design in accordance with ADA and Florida Accessibility Code,
ensuring access for all users.

* Sustainability: Use of long-lasting, low-maintenance materials to reduce environmental
footprint over the pier's life cycle.
Section 2: Design Breakdown by Pier Component
2.1 Substructure - Foundations and Piles
* Type: Reinforced concrete piles driven to refusal in underlying strata, designed to resist
axial, lateral, and uplift loads.
* Size: Precast square piles, with length determined by soil profile and scour depth.
* Spacing: Bents located at approximately 13'-0" on center along the pier alignment.
* Bent Caps: Precast or cast-in-place reinforced-concrete caps sized to provide full bearing
for framing.
* Concrete Mix: Minimum 5,000 psi, marine exposure class, with supplementary
cementitious materials to resist chloride ingress.
* Reinforcement: Epoxy-coated or stainless reinforcing, minimum cover of 3" in splash
zones.
* Durability Features: Chamfered corners, non-shrink grout at joints.
2.2 Superstructure - Framing
* Primary Members: Southern Pine timber joists, spanning between pile caps.
* Spacing: Joists installed to support composite decking loads.
* Connections: 316 stainless steel joist hangers, through-bolts, and angles.
* Anchorage: Cast-in stainless anchor inserts in concrete caps or marine-grade epoxy set
adhesive anchors.
* Bracing: Solid blocking between joists and stainless steel flat straps to create lateral
stability and mitigate racking.
* Treatment: UC4C preservative treatment suitable for saltwater splash exposure; all field
cuts treated with preservative.

2.3 Decking - Walking Surface
* Material: Composite planks, nominal 1"x6" (5/4x6), or 2"x6" (dependent on joist
spacing) UV-stable and marine rated.
* Color/Finish: Owner selected.
* Fastening: Two 316 stainless screws per joist bearing or hidden fastener system;
perimeter rows reinforced with stainless clips for uplift resistance.
* Gaps: Installed with 1/8"-3/16" spacing for thermal expansion and water drainage.
* Performance Features: Slip-resistant texture, rot-proof, termite resistant, low
maintenance.
2.4 Handrail and Guardrail System
* Posts: Pressure-treated Southern Pine, 4"x6", installed at 48" o.c., anchored with
stainless post hardware and through-bolts.
* Rails:
o Top Rail: 2"x6" flatwise, continuous along pier edges.
o Mid / Intermediate Rail: 2"x6" centered between top rail and deck surface.
* Balustrade System: Composite 2"x6" planks oriented horizontally providing a traditional
balustrade look while ensuring 4" clear openings.
* Connections: All rail-to-post and infill connections with 316 stainless screws and bolts;
blocking provided at posts to distribute crowd loads.
* Accessibility: Handrail sections included at stairs or ramps with graspable profiles
meeting ADA standards.

2.5 Gazebo Structure - Covered Pavilion at Pier Terminus
A covered gazebo pavilion will be designed at the widened terminus of the pier, providing
shade, shelter, and a visual focal point at the end of the structure. The intent of the gazebo will
be to provide a similar and or matching configuration to the existing layout.
2.5.1 Foundation and Anchorage
* Integration with Pier: The gazebo is supported by the widened concrete frame system of
the pier. Concrete pile caps beneath the widened platform shall be designed to provide
bearing for the timber superstructure.
2.5.5 Rafters and Roof Framing
* Option A - Rafters: 2"x8" treated rafters, designed at 24" o.c., spanning from ridge
beam to perimeter beams.
* Option B - Treated wood shingles for tradition aesthetics (requires additional
maintenance)
* Fasteners: Stainless hurricane ties at every rafter-to-beam connection.
* Purlins (Optional): Intermediate 2"x4" purlins may be added for roof sheathing support.
2.5.6 Roof Sheathing and Finish
* Sheathing: 34" marine-grade plywood, screwed to rafters with stainless fasteners.
* Roof Covering:
o Option A: Standing-seam aluminum panels, powder-coated, hurricane-rated for
145 mph wind loads.
o Option B: Treated wood shingles for traditional aesthetic (requires additional
maintenance).
* Overhangs: Roof eaves extend 12" beyond perimeter beams, with fascia and soffit
treatments.
* Roof Diaphragm: Plywood sheathing acts as a horizontal diaphragm to distribute lateral
forces.
2.5.8 Finishes and Accessories
* Wood Finish: Exposed timber sealed with UV-resistant penetrating sealer.