1-10.0-Addendum 1-260015.pdf
PDF 436 KB Posted
- Attached to
- CRAIG PARK SEAWALL PHASE 1 - REBID
- Solicitation number
- 260120-B-JL
- Issued by
- Pinellas County, Florida
About this file
This is an Addendum 1 to Bid #260015-B-JL issued by the City of Tarpon Springs, Florida for the Craig Park Seawall Phase 1 Project. The addendum modifies the submittal due date from January 23, 2026 to January 30, 2026 and establishes an anticipated Notice to Proceed date of March 1, 2026. The project involves replacing the seawall and sidewalk around Craig Park's perimeter, raising elevation to 5.0 feet or more above sea level to protect against tidal flooding. Key project components include installation of 9 tidal check valves (7 in new 12-inch PVC pipe, 1 in new 18-inch RCP, and 1 in existing 12-inch RCP), 15 Manatee grates in various sizes (12 for 12-inch round pipes, 1 for 18-inch, 1 for 36-inch, and 1 for 29-inch by 45-inch elliptical pipes), landscape rock placement around the War Memorial, and drainage improvements. Bids must be submitted exclusively through the Bonfire electronic procurement system, and all required proposal documents including signed bid forms and the bid table constitute the formal submission.
The engineer's estimated construction cost ranges from $1,000,000 to $5,000,000. The project is funded in part by a $2 million Federal Government grant secured through former Representative Gus Bilirakis, which covers the waterfront adjacent to Craig Park from the boat ramp to the observation deck. Key specification clarifications addressed in the addendum include confirmation that commercial fiber is not required in sidewalk concrete, no project-specific Builders Risk insurance is required, polymeric sheet piles are mandatory (steel alternatives are not accepted), and concrete may be substituted for asphalt upon approval via a Request for Modification. The geotechnical report referenced in the specifications has been included in the addendum, and helical tieback anchor design specifications will be provided by the supplier based on proof testing loads in the plans. All other contract requirements, terms, and conditions remain unchanged from the original solicitation.
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Addendum 1
260015-B-JL
CITY OF TARPON SPRINGS, FL
324 East Pine Street P.O. Box 5004
Tarpon Springs, Florida 34688-5004
(727) 942-5615
December 30, 2025
BID #260015-B-JL
CRAIG PARK SEAWALL PHASE 1 PROJECT
ADDENDUM 1
The Submittal due date has changed-
FROM: January 23, 2026
TO: January 30, 2026
QUESTIONS/ANSWERS
Q1: Please confirm no commercial fiber will be required in concrete mix for sidewalk A1: Fiber is not specified in the sidewalk concrete mix.
Q2: Please confirm no project specific Builders Risk insurance for the project will be required A2: Not Required.
Q3: Will the EOR accept steel sheet piles as alternative to the specified Polymeric sheet piles?
A3: No, steel sheet piles will not be accepted
Q4: What is the anticipated start / NTP date for this solicitation?
A4: March 1, 2026.
Q5: May you confirm please the 9 locations where tidal check valves shall be installed and what sizes.
A5: The locations are as follows and as marked in red:
7 locations within new 12” PVC pipe, 1 location within new 18” RCP, and 1 location within existing 12” RCP
Q6: Please confirm Contractors shall submit bids using the electronic system Euna
Procurements/Bonfire only. Not on Demandstar A6: Bids/proposals are to be submitted through Bonfire only.
Q7: What is the City's Budget / Engineers estimate for this solicitation?
A7: The magnitude of construction is estimated to be between $1,000,000 to $5,000,000.
Q8: May you please provide a specification for that landscape rock. Also please confirm in the plans the area that shall be placed.
A8: The landscape rock shall be 3/4" stone of a brown/tan color similar to the existing. The limits are shown in the hatched area surrounding the war memorial on sheet 5 of the Plans.
Q9: Will the EOR consider accepting concrete in lieu of asphalt? Due to the small quantity involved, this asphalt pay item is very expensive, and using concrete would be significantly more cost-efficient.
A9: The substitution would be considered acceptable. Final approval would require a review of the specific details submitted through an RFM (Request for Modification).
Q10: May you confirm/list please all the sizes of Pay item #1-20 Manatee Grates required for this project A10: The sizes shall be appropriate for the associated pipe size as follows:
12 locations for 12” round pipes, 1 location for 18” round pipe, 1 location for 36” round pipe, and 1 location for 29”x45” elliptical pipe.
Q11: What is the engineer estimate/ budget for the project A11: The magnitude of construction is estimated to be between $1,000,000 to $5,000,000.
Q12: Bid requires Proposal ITB# 260015-B-JL to be submitted. please provide this document.
A12: The proposal is your signed documents and all the bid Forms-located with the checklist, and filling out the bid table.
Q13: Are there an approved helical diameter and quantity per tieback?
A13: The design of the helicals for the tieback anchors shall be prepared by the supplier to meet the proof testing loads provided on sheet 2 of the Plans. Soil boring data and the associated geotechnical report will be made available for use.
Q14: Can we please also receive a copy of the geotechnical report?
A14: The geotechnical report is included in the addendum. See attached.
• All other requirements, terms and conditions remain the same.
• Copies of the plans and specifications may be obtained through ctsfl.bonfirehub.com
324 East Pine Street
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