Cruise Terminal 5 Marine Improvements
| Agency: | Canaveral Port Authority |
|---|---|
| State: | Florida |
| Type of Government: | State & Local |
| NAICS Category: |
|
| Posted Date: | Jun 5, 2025 |
| Due Date: | Jul 31, 2025 |
| Solicitation No: | ITB-25-1 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
Main
Agency
Canaveral Port Authority
Canaveral Port Authority
Status
Active
Active
Fiscal Year
2025
2025
Title
Cruise Terminal 5 Marine Improvements
Cruise Terminal 5 Marine Improvements
Number
ITB-25-1
ITB-25-1
Type
Invitation to Bid
Invitation to Bid
Department
Purchasing
Purchasing
Online Submissions
Yes
Yes
Project Estimate
Piggyback Solicitation
No
No
Insurance Required
Yes
Yes
Bid Bond Required
Yes
Yes
Bid Bond Amount
5% of Base Bid
5% of Base Bid
Performance Bond Required
No
No
Performance Bond Amount
Construction Bond Required
Yes
Yes
Construction Bond Amount
Full Amount of Contract Price
Full Amount of Contract Price
Scope of Services
The Project consists of: At Cruise Terminal 5, perform selective demolition of the existing open-pile concrete pier and adjacent mooring dolphins. Construct new open pile concrete pier extensions to the north and south of the existing pier, including mooring fixtures and marine fenders. Construct new steel monopile mooring dolphins. Modify existing aluminum catwalks and install in the new designated positions. Modify the existing electrical raceway system and potable water lines. Complete repairs to the existing pier deck joints and curbs, and install new concrete curbs and handrails.
The Project consists of: At Cruise Terminal 5, perform selective demolition of the existing open-pile concrete pier and adjacent mooring dolphins. Construct new open pile concrete pier extensions to the north and south of the existing pier, including mooring fixtures and marine fenders. Construct new steel monopile mooring dolphins. Modify existing aluminum catwalks and install in the new designated positions. Modify the existing electrical raceway system and potable water lines. Complete repairs to the existing pier deck joints and curbs, and install new concrete curbs and handrails.
Dates(All times are listed as
EST
)
Broadcast Date
5/22/2025 12:00 PM EST
5/22/2025 12:00 PM EST
Question End Date
7/24/2025 5:00 PM EST
7/24/2025 5:00 PM EST
Due Date
7/31/2025 2:00 PM EST
7/31/2025 2:00 PM EST
Bid Opening Date
Pre-Bid Conferences
Total: 2
(All times are listed as
EST
)
| Date | Time | Mandatory | Location |
| 5/27/2025 | 8:30 AM | No |
Maritime Center
445 Challenger Rd Cape Canaveral, FL 32920 |
| 6/3/2025 | 8:30 AM | No | Maritime Center 445 Challenger Rd Cape Canaveral, FL 32920 |
Documents
Total: 12
Quote/Bid
Quote/Bid Items
Additional Quote/Bid Items Fields
Quote/Bid Items
Total: 0
| # | Required | Group | Make | Model | Description | Quantity | Unit of Measure | Price/ Percent | Type |
Delivery Date
None
None
Required Files to be Uploaded by the Vendor
ITB Response
ITB Response
Shipping
None
None
Terms and Conditions
See Terms and Conditions in Documents
See Terms and Conditions in Documents
Include Shipping in Price of Items
No
No
Display Bid Tabulation to Vendors
No
No
Display Vendor Submissions to Vendors
No
No
View Vendor Submissions while Bid Solicitation is Active
No
No
Allow Options File to be Updated after Due Date
No
No
Allow Post Due Date Submission
No
No
Questions & Answers
Total: 26
| Question | Date Asked | Answer | Date Answered |
| In the Proposal Breakdown Table there is a line item for All Cost to Obtain and Maintain Builder`s Risk. General Condition Item 5.06 Property Insurance/Builder`s Risk Section A states, "Owner shall purchase and maintain property insurance/Builder`s Risk upon the Work at the site in an amount equal to 100 percent of the contract award amount..." Since the owner is required to purchase Builder`s Risk does the contractor still have to provide a cost to obtain and maintain? | 5/30/2025 4:59:27 PM | Contractor is not required to provide a cost to obtain or maintain Builder's Risk. A revised Proposal Breakdown Table will be released with Addendum 2. | 6/3/2025 1:46:54 PM |
| Detail A on Sheet No. S-603 shows existing couplers. In order to match the existing couplers with new threaded bars, do we know what type of couplers they are? | 5/30/2025 5:04:55 PM | Lenton couplers. | 6/3/2025 1:47:55 PM |
| With current market saturation and complexity of this project, we respectfully request a 2 week extension. Thank you. | 6/2/2025 3:10:20 PM | ||
| Sheet S-901 Detail E specifies the use of a 3/4" diameter PT bar, Grade 60, stressed to 25,000 lbs per Note #3d. This stress level equates to approximately 94.3% of the yield strength, which approaches the material`s limit. To ensure structural reliability and performance, we recommend using a higher-grade bar, such as 150 ksi, with a 1" diameter. Please confirm if this substitution is acceptable or provide guidance on alternative solutions. | 6/3/2025 2:39:45 PM | ||
| Sheet S-901 Detail E states that over deck areas containing deck units of different thicknesses, two sets of PT bars should be installed—one set for each group of deck units with equal thickness. However, Detail 1 (S-401) shows the section view but lacks PT bar placement details at the joint between different thickness units. Could you provide guidance on the configuration of these PT bars? Should there be a closure pour or a pocket that goes to the top of the slab that allows access to the ends of the PT bars where the slab thickness changes from 15" to 18"? | 6/3/2025 2:49:42 PM | ||
| Specification section 00 11 13: Can the bid period be extended by one (1) week to allow for the bidders to fully understand the scope of work, responses to questions from CPA, and give vendors enough time to quote the work since the bid was not released on 5/19/2025 to provide CPA with the most competitive pricing? | 6/3/2025 4:49:43 PM | ||
| Drawings S203, S603: Does the reinforcing steel detail for the cap at piles 24 & 25 to detail 3/S603 as these piles are the only battered piles within that cap? | 6/3/2025 4:50:11 PM | ||
| Drawing D201: For item E, removal of catwalk/caps/piles, what repair detail should be used for the existing scour mat at these pile locations? | 6/3/2025 4:50:38 PM | ||
| Specification section 01 21 16: Is the misc. work as described in paragraph 1.02 of section 01 21 16 to be added to the latter end of the proposal breakdown table? | 6/3/2025 4:51:42 PM | ||
| Specification section 00 43 27: Should the latter end (under the total base bid item 1) be hard typed allowances quantified through paragraph 1.02 of section 01 21 16? | 6/3/2025 4:52:28 PM | ||
| Specification section 05 50 00, paragraph 2.01.K: What work is to be done to the "bulkhead wall articulated tie rod system"? The existing bulkhead tie rods are shown on the drawings, but there doesn`t appear to be any work related to them. | 6/3/2025 4:53:07 PM | ||
| Drawings S703-S706: Can you please provide the specifications/grades of material for the stainless steel anchor rods, J anchors, threaded rods, nuts, & washers? | 6/3/2025 4:53:36 PM | ||
| Specification section 02 41 00, paragraphs 3.04.A & B: Where in the drawings are the limits for the "referenced complete removal of existing concrete pier, steel & concrete sheet piling, concrete cap, steel tie-back anchors, concrete dead man blocks, and onsite utilities"? | 6/3/2025 4:54:14 PM | ||
| Specification section 09 96 00, paragraph 2.01.A: What quantity marine bollards and misc. steel components will the owner be providing? | 6/3/2025 4:54:43 PM | ||
| Drawing S201: What coatings are the bollard platform soffit & facia plates and bollard anchor angles (inside the monopile) to receive? | 6/3/2025 4:55:11 PM | ||
| Can the 30" pipe pile for the catwalk cap have a splice or must it be a single length of pipe? If it can be spliced, any restriction on where the splice can occur? | 6/4/2025 9:29:15 AM | ||
| The details on S-704 show the 30" pipe pile filled with sand to the bottom of the concrete plug. Is this a requirement or can a type of stay in place form be utilized at the bottom of the concrete plug? | 6/4/2025 9:33:36 AM | ||
| On the Proposal Breakdown Table below the Base Bid Total there are four items; Curbs, Deck, Fender Wear Strips and Solar-Powered Lighting System. Are these items covered by the specification Section 01 21 16 ALLOWANCES and these values as adjusted by Addendum 1 should be entered into the table? | 6/4/2025 3:14:17 PM | ||
| Due to the cruise ship schedule at CT 5 the completion date seems very aggressive with non-workdays with ships in port. Does the Port expect night-time work and is it allowed to meet the completion date? | 6/4/2025 3:34:33 PM | ||
| On the Proposal Breakdown Table there is an item for All Other Work. What is expected to be included in this item? If the contractor feels the other bid items fully cover the scope of work can this item be no bid? | 6/4/2025 3:46:29 PM | ||
| On the Proposal Breakdown Table there is bid item for Utility Locates. What is to be included in this particular bid item? | 6/4/2025 3:50:45 PM | ||
| Would an alternate means of repair at the square piles be considered (D-601 detail 10)? Alternate methods could include 3:1 sand/cement bags or precast ACM placed at the repair. Both are commonly used for scour protection. | 6/4/2025 4:11:53 PM | ||
| Would Submar mats be considered as an alternate to the Synthetex ACM mats for repairs on detail 4 sheet S-701 and detail 9 D-601? | 6/4/2025 4:12:18 PM | ||
| Will ready mix concrete deliveries to the terminal be allowed at hatched upland areas shown on G-004? | 6/4/2025 4:12:45 PM | ||
| The Schedule of Allowances is different from the items at bottom of the Proposal Breakdown Table. Please clarify. | 6/4/2025 4:56:58 PM | ||
| Page G-003 states to refer to G-101 for definition of base bid and add alt construction scope items, can this page or the definitions referenced be provided? | 6/4/2025 4:57:22 PM |
Commodity Codes
Total: 12
| Code | Description |
| [959-35] | Construction Services, General (Marine) |
| [120-27] | Bollards (Mooring Devices) |
| [911-15] | C.I.P., Construction and Rehabilitation, Other than Buildings |
| [959-90] | Waterfront Construction Services Including Piers, Docks, Decking, etc. (Includes Maintenance and Repair) |
| [285-55] | Lighting, Area, Pole or Standard Mounted (Parking Lots, etc.) |
| [680-87] | Surveillance Cameras and Counter-surveillance Equipment and Supplies |
| [120-35] | Docks and Piers, Fixed and Floating (Including Dock Systems, Gangways, Marinas, Wharfs, etc.) |
| [120-19] | Boat Fenders |
| [210-25] | Concrete Pilings |
| [750-30] | Concrete, Precast |
| [913-19] | Construction, Curb and Gutter (Includes Maintenance, Repair, and Removal) |
| [150-34] | Handrails, All Types |
Publications
Total: 2
| Publication | Date |
| Florida Today | 5/12/2025 |
| CPA Website | 5/22/2025 |
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