ITB-25-1_Bid_Documents-Div_01.pdf

CRUISE TERMINAL 5 MARINE IMPROVEMENTS

PN 25-011D

ITB-25-1

25CPA002 01 11 13-1 BID SET

SECTION 01 11 13

SUMMARY OF WORK

PART 1 - GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

A. 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.

1. Project Location: Cruise Terminal 5, Port Canaveral.

2. Owner: Canaveral Port Authority

B. Contract Documents, dated May 19, 2025, were prepared for the Project by:

Jacobs Engineering Group, Inc.

445 Challenger Road, Suite 130 Cape Canaveral, Florida 32920 Tel: 321-392-4804 Fax: 321-799-1183 Project Manager: Tomas Montemayor, P.E.

C. The Work includes, but is not limited to the following:

1. Selective Demolition of mooring dolphin components, concrete curbs, bollards, fenders, electrical ducts and cabling, potable water supply lines, existing metal walkways, concrete piles and pile caps, including removal of trash and debris.

2. Erosion and sediment control, turbidity control.

3. Perform dive inspections and surveys to verify existing conditions.

4. Procure and Install steel pipe piles.

5. Procure and install precast/prestressed concrete piles.

6. Procure and install precast/prestressed deck units.

7. Reinforced concrete construction.

8. Procure and install stainless steel ladders.

9. Modify metal walkways and re-install at designated locations.

10. Procure and install marine fenders and mooring fixtures.

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11. Repair existing pier deck and curbs.

12. Install fender wearing strips.

13. Design, procure and install solar-powered lighting system.

14. Perform dive inspections and surveys of as-built conditions.

D. The Work will be constructed under a single prime contract.

1.2 CONTRACT DOCUMENTS

A. The plans and specifications for this project are intended to provide general guidance of the Work to be performed. Contractor shall provide subcontractors and workers with the expertise and skills to perform Work of this project in conformance with industry standards for above average quality.

1. Contractor shall provide all accessory and complementary components, materials and appurtenances for all portions of the Work which can be considered usual and customary for complete operating and functional systems, whether specifically indicated or not.

END OF SECTION

25CPA002 01 11 16-1 BID SET

SECTION 01 11 16

GENERAL REQUIREMENTS

1.00 ITEMS AND WORK SHOWN ON THE DRAWINGS: Regardless of the drawing line weights, fonts, or graphics used, all items and Work shown on the drawings shall be new, and shall be provided, fabricated, and installed by the Contractor unless specifically identified on the drawings with the words “EXISTING” or “NOT IN THIS CONTRACT” or “OWNER FURNISHED MATERIAL.”

1.01 EXISTING UTILITIES AND STRUCTURES: All existing utilities and facilities depicted on the drawings are located from existing records. Guaranty is not made that all existing facilities are depicted or that those depicted are entirely accurate.

The Contractor shall field verify any and all utilities, structures or facilities prior to start of construction. Prior to start of construction the Contractor shall request each Utility Agency to locate their facilities, including supply valves, in the vicinity.

Contractor shall also retain services from qualified professional surveyors to complete survey of the project area and existing facilities and submit drawings (hard copy and electronic) as part of project submittals. The Owner and the Engineer shall assume no liability for damages sustained or costs incurred related to the Contractor's operations. The Contractor shall notify the Engineer of any and all deviations between existing conditions and the Contractual Drawings.

1.02 PRESERVING WATER QUALITY: The Contractor shall exercise extreme care as not to degrade water quality. All required provisions shall be provided to ensure compliance with all water quality standards of the State of Florida and associated Agencies. Attention is called to Chapter 17-3, Florida Administrative Code, and in particular, the requirements that turbidity shall not exceed 29 Nephelometric Turbidity Units above background level. The waters at Port Canaveral are classified Class III. Adequate silt containment procedures and equipment shall be installed and maintained to control turbidity during the contract.

1.03 REMOVED, SALVAGED, AND EXCESS MATERIAL; DEBRIS AND TRASH:

Unless otherwise depicted in the Drawings or Specifications, all materials removed or salvaged under this Contract shall be the property of the Owner. Excess materials, including fill, shall be the property of the Owner. Salvaged materials shall not be reused in the Contract, except upon written approval of the Engineer. All removed, salvaged, or excess materials not approved for reuse shall be either disposed of off-site, or packaged and placed in storage within Port Canaveral Property as directed by the Engineer. Debris and trash encountered during the Contract, or generated by the Contractor, shall be disposed off-site. All costs associated with disposal or storage shall be borne by the Contractor.

1.04 MATERIALS SUBMITTALS: Within 20 days after Notice to Proceed and before commencement of fabrication or installation of any materials or equipment, Contractor shall submit a schedule itemizing all submittals and shop drawings with

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their proposed submittal numbers and submission dates. Contractor shall submit to the Engineer, for review, hard copies and an electronic copy in PDF format of Shop Drawings, catalog cuts, etc. of the materials listed below and listed under the individual technical specification sections and drawings. Submit together, at one time, a complete package prepared for Engineer's approval. Partial and/or incomplete submittal information shall not be processed.

SECTION SUBMITTAL REQUIRED

01 35 43 Environmental Protection Plan 01 45 16 Quality Control Plan 01 55 26 Maintenance of Traffic 01 78 46 Project As-built Survey Drawings 02 41 00 Demolition Plan; photographs or video of existing facilties 03 10 00 Product Data, Shop Drawings (for information only) 03 20 00 Material Certifications; Shop Drawings 03 30 00 Product Data; Mix Designs; Material Compliance and

Test Certificates; Placement Log, Concrete Plant Qualifications; Testing and Inspection Agency and Technician Qualifications; Post-installed anchors manufacturer certifications; Quality Control Plan; Batch and Delivery Tickets; Test Reports

03 41 33 Product Data; Material Certifications; Shop Drawings;

Test Reports; Signed and sealed calculations

05 14 10 Product Data and Certifications; Material Certifications;

Shop Drawings; Welder’s Certifications

05 50 00 Product Data and Certifications; Material Certifications;

Shop Drawings; Welder’s Certificates.

09 96 00 Product Data and Certifications; Tests and Quality Control Reports.

31 62 13 Material certifications and test reports; Fabrication shop drawings; Structural calculations; Crane pick calculations; Concrete mix design; Fabrication inspection reports; Concrete mix sampling and test reports; Pile installation plan; Pile driving logs.

31 62 16 Product data; Shop drawings; Material certifications and manufacturer test reports; pile installation plan; pile driving equipment; pile driving logs

31 62 17 Pile test reports; vibration monitoring reports 35 43 35 Product Data; Material Test Reports; Installation

Instructions; Shop Drawings; Manufacturer Qualifications; Warranty Documents

35 59 13.1 Product Data; Material Test Reports; Installation Instructions; Shop Drawings; Manufacturer Qualifications; Warranty Documents

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35 59 33 Product Data; Material Certifications; Shop Drawings including signed and sealed calculations; Test Reports

Where required, Contractor shall include the names, addresses and telephone numbers of the Manufacturers, trade names with catalog cuts, catalog numbers, data, Manufacturer's drawings, installation layout, installation instructions, fabrication instructions, shop drawings, industry certification, equipment block diagrams, schematic diagrams, and guarantees. The product of reputable Manufacturers regularly engaged in the commercial production of the specified equipment shall not be rejected on the basis of minor differences, provided minimal requirements of this Specification relative to form, fit and function are met. Reference, on the submittal top sheet, specific Technical Sections for the required item submittals.

In case of conflict or discrepancy, the governing order of the documents shall be as follows:

1. Change Order(s).

2. Contractual Documents.

3. Proposal(s).

4. General Conditions.

5. Supplemental Technical Specifications.

A. Shop Drawings - Contractor’s Responsibility

1. The Contractor shall not commence construction depicted by a Shop

Drawing returned for correction until a revision or correction thereof has been reviewed and returned to him, by the Engineer, with written approval.

2. The Contractor shall submit all Shop Drawings to the Engineer sufficiently in advance of construction requirements to provide no less than a minimum of thirty (30) calendar days.

3. Notification of Deviations from Contract Documents.

a. The Contractor shall indicate in bold type at the top of the cover sheet of the submittal of shop drawings if there is a deviation from Contract Drawings, Contract Specifications and referenced specifications or codes.

b. The Contractor shall list any and all deviations from Contract

Drawings, Contract Specifications and referenced specifications or codes and identify in "green" ink prominently on the Shop Drawings.

4. The Contractor shall be responsible for, and bear all costs of damages resulting from, the ordering of any material or from proceeding with

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any part of work prior to review by the Engineer of the required Shop Drawings.

5. The Contractor shall be solely responsible for observing and making any and all changes including but not limited to the arrangement of piping, connections, wiring, manner of installation, etc., which shall be required by the materials/equipment he proposed to supply both as pertains to Contractor’s own work and any work affected under other parts, headings, or divisions of Drawings and Specifications.

6. The Contractor shall not utilize Shop Drawings as means of proposing alternate items to demonstrate compliance to Contractual requirements.

7. Each submittal shall bear a stamp verifying that Contractor has fulfilled Contractor's obligations under the Contract Documents with respect to Contractor’s review and approval of that Submittal.

8. Shop Drawings and schedules shall be verified and coordinated with the scope of work of all trades and Sub-contractors, prior to submittal for review by the Engineer. All Submittals shall bear the Contractor's stamp of approval as verification of such checking and coordination.

Drawings or schedules submitted without Contractor’s stamp of approval shall be rejected and returned to the Contractor for resubmission.

B. Engineer’s Review of Shop Drawings

1. The Engineer's review of Shop Drawings, Data and Samples submitted by the Contractor, shall verify the items(s) conform to the general design intent presented in the Contract Documents. The Engineer's review and exceptions, if any, shall not constitute an approval of functionality, dimensions, connections, quantities, and details of the material, equipment, device, or item depicted.

2. The review of Shop Drawings shall be general, and shall not be construed:

a. As permitting any departure from the Contractual requirements.

b. As relieving the Contractor of responsibility for any errors, including details, dimensions, and materials.

c. As approving departures from details furnished by the Design

Engineer, except as otherwise provided herein.

3. If the submitted drawings depict variations and/ or depict a departure from the Contract requirements which the Engineer finds to be in the interest of the Owner and to be so minor as not to involve a change in Contract Price or time for performance, the Engineer shall return the reviewed drawings without noting an exception.

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4. "Approved As Noted" or “Make Corrections Noted” - Contractor shall incorporate Engineer's changes into the submittal before release to Manufacturer. The Contractor shall send a letter of correspondence to the Engineer acknowledging the changes and their incorporation into the Shop Drawing(s).

5. "Revise And Resubmit" - Contractor shall resubmit the Shop Drawing(s) to the Engineer. The resubmittal shall incorporate the Engineer's comments highlighted on the Shop Drawing.

6. "Rejected" or “Not Approved” - Contractor shall resubmit Shop Drawing to the Engineer for review.

7. Resubmittals shall be handled in the same manner as first submittals.

On resubmittals the Contractor shall address, in writing or on resubmitted Shop Drawings, revisions other than the corrections requested by the Engineer on previous submissions. The Contractor shall make any and all corrections required by the Engineer.

8. If the Contractor considers any correction indicated on the Shop Drawings to constitute a change to the Contractual Documents, the Contractor shall give written notice thereof to the Engineer.

9. When the Shop Drawings are complete to the satisfaction of the Engineer, the Contractor shall provide construction in accordance therewith and shall make no further changes therein except upon written instructions from the Engineer.

10. Only the Engineer shall utilize the color "red" in marking Shop Drawing submittals.

C. Shop Drawing Submittal(s):

1. Shop Drawings shall be complete and detailed and shall include but not be limited to fabrication, erection and setting drawings, manufacturer's scaled drawings, and wiring and control diagrams.

Cuts, catalogs, pamphlets, descriptive literature, and performance and test data, shall be considered only as supportive information. As used herein, the term "manufactured" applies to standard units usually mass-produced; and "fabricated" means items specifically assembled or made out of selected materials to provide individual design requirements.

2. Manufacturer's catalog sheets, brochures, diagrams, illustrations and other standard descriptive data shall be clearly marked and identify pertinent materials, products or models. Delete information that is not applicable to the Contract by striking or cross-hatching.

3. Data on materials and equipment shall include, but not be limited to, materials and equipment lists, catalog data sheets, cuts, performance curves, diagrams, materials of construction and similar descriptive material. Materials and equipment lists shall give, for each item, the name and location of the Supplier or Manufacturer, trade name, 25CPA002 01 11 16-6 BID SET catalog reference, size, finish and all other pertinent data.

4. All mechanical and electrical equipment furnished by the Contractor shall include a list of the equipment name, address and telephone number of the Manufacturer's Representative and recommended service companies.

5. Drawings shall preferably be printed in black and white. If color is used, any shade of yellow or green is prohibited.

6. Drawings shall be presented in large enough scale to be easily legible.

1.05 LIST OF DRAWINGS:

All work shall conform to the drawings listed on the drawing cover sheet and as listed in the Contractual Documents.

1.06 SUBSTITUTIONS:

A. Contractor's Base Bid shall be per Drawings and Specifications.

1. Substitutions for products shall be requested after the Effective Date of the Agreement. Substitution of fenders and marine bollards are not permitted.

2. Owner shall consider requests utilizing this, sections 00 72 13 and 01 24 13, for substitution of products in place of those specified.

3. Consideration of the request shall be in accordance with the procedures and requirements of Section 00 72 13, Standard General Requirements of the Construction Contract, paragraph 6.05.

4. If the proposed substitution results in a Gross Savings Amount, as defined in Section 01 24 13, Value Engineering, then a deductive change order will be executed as defined in Section 01 24 13, paragraph 1.07, Construction Savings.

B. Submit separate requests for each substitution. Support each request with:

1. Complete data substantiating compliance of proposed substitution with requirements stated in the Contractual Documents:

a. Product identification, including Manufacturer's name, address and telephone number.

b. Manufacturer's literature identifying:

1. Product description.

2. Reference standards.

3. Performance and test data.

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c. Samples, as applicable.

d. Name and address of similar applications on which Product has been utilized, and date of each installation.

2. Itemized comparison of the proposed substitution with product specified; list pertinent variations.

3. Data relating to changes in construction schedule.

4. Any effect of substitution on separate contracts.

5. List of changes required in other work or Products associated with this

Contract.

6. Accurate cost data comparing proposed substitution with product specified.

a. Amount of any net change to Contract Sum.

7. Associated license fees or royalties.

8. Availability of maintenance services, sources and/ or replacement materials.

C. Substitutions shall not be considered for acceptance when:

1. Substitutions are depicted or implied on Shop Drawings or product data submittals without a formal request from Contractor.

2. In judgment of Engineer, substitutions do not include adequate information required for a complete evaluation.

3. Requested after Contract Award directly by a Subcontractor or

Supplier.

D. Substitute products shall not be ordered or installed without written acceptance from Engineer.

E. Engineer shall determine acceptance of proposed substitutions.

1.07 CONTRACTOR'S REPRESENTATION

A. Substitution requests from Contractor verifies:

1. Contractor has investigated the proposed product and verifies that it is equivalent or superior to that specified in the Contractual Documents.

2. Contractor shall provide equivalent warranties or bonds for substitutions as that for products specified.

3. Contractor shall coordinate installation of accepted substitution into the Contract, and shall make such changes as shall be required for the Contract to be complete in all respects.

4. Contractor waives claims for any and all additional costs related to the

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substitutions.

5. Contractor‘s cost data is complete and includes related costs under this Contract, but not:

a. Costs under separate contracts.

b. Costs for redesign or revision of Contract Documents.

6. Cost data shall not be submitted if request is for inclusion in an addendum. Request after Contract award shall contain complete cost comparison.

1.08 TRANSPORTATION: The Contractor shall access the site through access gates designated by the Owner or from the waterway. The Contractor shall provide continuous access to the worksite during specified work hours for the Owner, Engineer and/or inspectors. Where the work is not directly accessible from shore the Contractor shall provide adequate boat transportation. Should the Contractor refuse or neglect to provide boat transportation when needed, the Owner or Engineer shall furnish and maintain the facility and the cost shall be deducted from any amount due the Contractor.

1.09 NAVIGATION CHANNEL: The Contractor shall not obstruct the navigation channel nor endanger others using the channel. The Contractor's equipment shall be in full compliance with Coast Guard and State of Florida regulations, and shall be clearly marked and lighted as to not be a hazard to navigation. The Contractor shall keep the Coast Guard and the Pilot Association informed of activities which might affect navigation, particularly at times when equipment will be using the navigation channel.

1.10 EXISTING BULKHEAD WALL AND PIERS: The Contractor is cautioned that adjacent existing bulkhead walls and piers were not designed in anticipation of the construction activities required by this Contract. The allowable superimposed load for the existing walls and piers is 600 PSF. The contractor shall plan all construction activities to not exceed the specified allowable load, including but not limited to material storage and crane activities at or near existing structures. The Contractor shall obtain a Crane Request Form from the Port Harbormaster and shall submit crane loads for approval to the Port Harbormaster (cpa.harbormaster@portcanaveral.org) prior to placing cranes, materials or other components adjacent to bulkhead walls.

1.11 TEMPORARY UTILITIES: Contractor shall supply all utilities and sanitary facilities during the construction period. Before final acceptance, temporary connections and piping installed by Contractor shall be removed in a manner satisfactory to the Owner.

1.12 LAYOUT OF WORK-SURVEY LINES AND GRADES: The Engineer shall include on drawings references to survey documents which depict alignment markers for mailto:cpa.harbormaster@portcanaveral.org

25CPA002 01 11 16-9 BID SET

horizontal control and benchmarks or reference elevations for vertical control.

These benchmarks and elevations become the sole responsibility of the Contractor, and if replacement is required, as a result of the Construction and in the judgment of the Engineer, the Contractor shall pay for the cost of replacement. All layout of work-survey lines and grades shall be performed by a Professional Surveyor, Registered in the State of Florida. The Surveyor shall verify alignment with existing structures and/or grades. Costs of survey and Surveyor shall be borne by the Contractor.

1.13 CONSTRUCTION AND PERMITS: USACE and FDEP Permits apply to this project and shall be strictly complied with during the contractor's performance of the work.

A summary of the anticipated conditions in USACE and FDEP permits to be considered for bidding purposes is given in Appendix A. As in all construction, a contractor must adhere to EPA guidelines mandated to the State of Florida for NPDES General Permit relative to Stormwater Management and file the required certifications as applicable. In addition, construction shall be in strict accordance with issued regulatory permits and other applicable permits for all work. In all cases, contractor must submit for a building permit (application may be obtained from the Canaveral Port Authority website). Building permits are issued through the Canaveral Port Authority Tenant Relations Department. Building permit fees will be paid by the Port Authority. All reinspection fees will be paid by the contractor.

1.14 SCHEDULE: The Contractor shall provide a Critical Path Method (CPM) schedule for the entire project and schedule work in such a manner that the Contractor does not impede the movement of ships or obstruct the mooring of ships particularly ships at docks adjacent to the work areas. Submit in accordance with Section 01 32 13.

The Contractor shall maintain contact with the Canaveral Port Authority Port Operations to be continually aware of all ship movements. The Contractor shall not obstruct any functions or operations of the Port Authority or its Tenants.

The Contractor shall not obstruct or delay ships moving to and from the Cargo and Cruise Terminals, or any of the operations at adjacent facilities. The Contractor shall not block or obstruct the navigational channels or the turning basins. The Contractor shall coordinate the work at cruise terminals and cargo piers with the latest berthing schedule available daily from the Canaveral Port Authority Director of Operations and the Canaveral Pilots Association.

The projected but not guaranteed berth use (ship at pier) at Cruise Terminals 5 and 6 (CT 5 and 6) and adjacent North Cargo Berth 8, is as follows:

Cruise Vessels at CT 5 July 2025 thru October 2025 – approximately one vessel call per week with a duration of 12 hours per day. Refer to cruise vessel schedules in Appendix C for specific dates.

Cruise Vessels at CT 5 November 2025 thru July 2026 – approximately four vessel

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calls per week with a duration of 12 hours per day. Refer to official vessel schedule in Appendix C for specific dates.

General Cargo Vessels at NCB 8 – Five vessels per month each berth, 4-1/2 days at berth.

Contractor will be allowed to work evenings as necessary to complete project within the allotted time frame. No additional compensation for evening or night work will be made. Contractor shall provide all necessary lighting and electrical power. The lighting shall conform to the Canaveral Port Authority’s Light Management Plan and any other applicable regulations.

Contractor will not have exclusive use of the site. Tenants and Other Contractors will be on site and working in the area. Conflicts with Tenants and Contractors will not be grounds for additional compensation or extension of the completion dates.

See paragraph 1.19 for additional site constraints.

Contractor shall incur and pay dockage fees at the lay berth rate and Harbor Master fees for their vessels, barges, scows and work boats docked at any CPA bulkhead or pier. The current fees can be found on the Port Canaveral Website at the following link: http://www.portcanaveral.org/general/tariffs/ruleE.php . This fee will not be assessed for vessels, barges, scows and work boats when docked at the actual construction site and utilized for this project.

1.15 ACCESS FOR PERSONS WITH PHYSICAL DISABILITIES: Contractor shall comply with Americans with Disability Act (ADA), including the ADA Accessibility Guidelines. Documents are available from the U.S. Department of Justice, Civil Rights Division, (202) 514-0301, and from the Architectural and Transportation Barriers Compliance Board (ATBCB), (800) USA-ABLE.

1.16 CONSTRUCTION PHOTOGRAPHS AND VIDEO: Contractor shall take digital photographs and video of the project. All digital photos shall be date stamped with the date the photo was taken. Photographs shall be submitted to Engineer in JPEG format on a CD Rom. All costs for digital photographs shall be borne by the

A. Existing Conditions: All areas within project boundaries.

B. Progress Photos: Contractor shall provide Owner with bi-weekly progress photos of areas of significant change since the last photo.

C. Underground Utilities: Photograph existing utilities and photograph new utilities as they are installed.

D. Maintenance of Traffic https://am.webmail.halcrow.com/exchweb/bin/redir.asp?URL=http://www.portcanaveral.org/general/tariffs/ruleE.php

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E. As-Built conditions during construction.

F. Aerial Photographs (JPEG on CD) of entire site, periodic (no less than monthly) and as-built.

G. Digital Video recording of Existing Conditions, including but not limited to existing bulkhead walls, pier structure, mooring dolphins and terminal building. Of specific interest are areas immediately adjacent to pile driving operations.

1.17 PROJECT MEETINGS: Project Meetings will normally be conducted by the

Engineer in the Port Authority’s Engineering Conference Room. Special meetings may be called and held on the project site. At a minimum, Contractor and its’ Superintendent shall attend all meetings. Other concerned parties, such as, but not limited to, major subcontractors, suppliers, manufacturers, and Contractor’s Consultants, shall be required to attend the meetings, if requested by the Engineer.

All participants at the meetings shall be familiar with the Project and authorized to conclude matters relating to the Work. All costs associated with the meeting attendance shall be borne by the Contractor.

A. Preconstruction Meeting: This meeting will be held prior to the start of any construction. Contractor shall be prepared to review and discuss his CPM schedule, submittal schedule, schedule of values, sequence of construction, and other items of significance that could affect the progress of the Work.

B. Progress Meetings: These meetings will be held bi-weekly during the entire Project. Contractor shall be prepared to review and discuss the progress since the last meeting, updates to the CPM schedule, status of submittals, maintenance of traffic, utility outages, material and equipment deliveries, quality and work standards, house keeping, change orders, pay applications and back-up documentation, and other items that could affect the progress of the Work.

1.18 DAILY/WEEKLY PROGRESS REPORTS: Contractor shall submit paper copies of Daily Progress Reports in a bundled package at the Progress Meeting. Electronic copies of the reports, in PDF format, can be either emailed to (Eng- All@portcanaveral.com) or provided on a CD along with the paper copies.

1.19 SITE CONSTRAINTS: Contractor will not have exclusive use of the site. Tenants and Other Contractors will be working at Cruise Terminal 5 (CT 5). Port Canaveral is an active port with daily vessel traffic. Conflicts with the Owner’s operations and/or Owner’s tenants and contractors, will not be grounds for additional compensation or extension of the completion dates.

While a ship is berthed at CT 5 (ships at pier), the Contractor’s personnel, 25CPA002 01 11 16-12 BID SET equipment and operation, including the floating equipment, will not be allowed at the facility. While a ship is berthed at CT 6 (ship at pier), the Contractor and his floating equipment will not be allowed within 50 feet of the vessel. This 50-foot restriction also applies to the Contractor’s personnel, equipment and operations, landside or waterside. Access to the CT 5 project site will be allowed while a vessel is berthed at CT 6, as long as the 50 foot clearance is maintained.

Contractor shall be responsible for securing his work sites with appropriate fencing, barriers, gates, and access control. Contractor will be required to relocate and/or reconfigure his site security measures as the work progresses to accommodate operational changes required by the Owner or the Owner’s contractors. Laydown area at the project is limited as depicted in the project drawings. Contractor is responsible for the security of his laydown areas. Roadways at and near the site are in continuous use and shall not be blocked by the Contractor or his operations or equipment. The portions of the project within the secure areas of the Port and access gates shall be manned by a Contractor supplied guard service. Guard service shall have a business license to work on Port property, and the guards shall have a Class “D” license, and shall have completed the 8 hour F.S. 311 class with a 311 and 210 badge designation. Gates shall be locked unless manned by a guard.

Cost of guards and guard service shall be borne by the Contractor.

The Contractor shall note that over land access to the project site is via SR401 which has a bascule bridge. This bridge may or may not have posted load limits.

The Contractor shall be responsible for contacting the Florida Department of Transportation for load limits that will impact his operations and/or transfer of equipment and/or material over this bridge.

On cruise ship days, the contractor shall provide access to the south mooring dolphins for CPA mooring line handling crews.

Suggested Access: position a spud barge between the bulkhead wall and the nearest mooring dolphin. Use the removed sections of the existing metal catwalks that are not being reused, to bridge between the barge and the bulkhead wall and adjacent mooring dolphin structure. Coordinate all requirements and details with CPA. All access shall include adequate lighting in compliance with OSHA requirements. Submit the access plans for approval by CPA. Refer to Appendix C for the cruise vessel schedules.

1.20 SECURITY-ACCESS BADGING: All Contractor and Subcontractor employees requiring access to the secure areas of the Port (as depicted on the map at the end of this section) must meet the following requirements:

WHERE TO OBTAIN INFORMATION: The Port Canaveral Business Purpose Badge application, application guidelines, training criteria, and fee information is located on the Port’s website at http://www.portcanaveral.com/Business-With- Us/Public-Safety.php.

http://www.portcanaveral.com/Business-With-Us/Public-Safety.php http://www.portcanaveral.com/Business-With-Us/Public-Safety.php

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From the homepage of the website click on the “Security/Badging” link along the left hand column of the page to access the information.

1.21 PROJECT CLOSEOUT

A. SECTION INCLUDES: Administrative and procedural requirements for project closeout.

1. Inspection procedures

2. Project as-built document submittals.

3. Final cleaning.

B. SUBSTANTIAL COMPLETION

1. Before requesting inspection for certification of Substantial Completion, complete the following. List exceptions in the request.

a. If 100 percent completion cannot be shown, include a list of incomplete items, the value of incomplete construction, and reasons the Work is not complete.

b. Advise Owner of pending insurance change-over requirements.

c. Submit specific warranties, workmanship bonds, maintenance agreements, final certifications and similar documents.

d. Obtain and submit releases enabling the Owner unrestricted use of the Work and access to services and utilities; include occupancy permits, operating certificates and similar releases.

e. Submit as-built drawings, maintenance manuals, final project photographs, and similar final record information.

f. Deliver tools, spare parts, extra stock, and similar items.

g. Make final change-over of permanent locks and transmit keys to the Owner. Advise the Owner's personnel of change-over in security provisions.

h. Complete final clean up requirements, including touch-up painting. Touch-up and otherwise repair and restore marred exposed finishes.

i. Submit as-built surveys.

2. When the Contractor considers the Work to be substantially complete, he shall submit a written notice to the Engineer that the Work, or designated portion of the Work, is complete and ready for inspection.

3. Within 5 days of receipt of a request for inspection, the Engineer will either proceed with inspection or advise the Contractor of unfulfilled requirements. When the Engineer and Owner concur that the Work, or designated portion of the Work, is substantially complete, the Engineer will prepare the Certificate of Substantial Completion following inspection.

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4. Should the Engineer determine that the Work is not substantially complete, he will advise the Contractor of construction or other requirements that must be completed or corrected before the certificate will be issued.

a. The Engineer will repeat inspection when requested and assured that the Work has been substantially completed.

b. Results of the completed inspection will form the basis of requirements for final acceptance.

C. FINAL COMPLETION

1. When Contractor considers the Work to be complete, he shall submit written certification to the Engineer that the Work is completed and ready for final inspection. Include the following:

a. Submit the final payment request with releases and supporting documentation not previously submitted and accepted. Include certificates of insurance for products and completed operations.

b. Submit an updated final statement, accounting for final additional changes to the Contract Sum.

c. Submit a certified copy of the Engineer's final inspection list of items to be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance, and the list has been endorsed and dated by the Engineer.

d. Submit final meter readings for utilities, a measured record of stored fuel, and similar data as of the date of Substantial Completion, or when the Owner took possession of and responsibility for corresponding elements of the Work.

e. Submit consent of surety to final payment.

f. Submit a final liquidated damages settlement statement.

g. Submit evidence of final, continuing insurance coverage complying with insurance requirements.

2. The Engineer will inspect the Work upon receipt of notice that the Work, including inspection list items from earlier inspections, has been completed, except items whose completion has been delayed because of circumstances acceptable to the Engineer.

a. Upon completion of inspection, the Engineer will prepare a certificate of final acceptance, or advise the Contractor of Work that is incomplete, or of obligations that have not been fulfilled but are required for final acceptance.

b. If necessary, re-inspection process will be repeated.

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D. REINSPECTION FEES

1. Should the Owner perform re-inspections due to failure of the Work to comply with the claims of status of completion made by the Contractor:

a. Contractor will compensate the Owner for such additional services.

b. Owner will deduct the amount of such compensation from the final payment to the Contractor.

E. RECORD DOCUMENT SUBMITTALS

1. Maintain at the site one complete set of record documents; protect from deterioration and loss in a secure, fire-resistive location.

a. Provide access to record documents for the Engineer's reference during normal working hours.

b. Label each document "PROJECT RECORD" in 2 inch high printed letters.

c. Do not use for construction purposes.

2. Record Drawings: Refer to Section 01 78 46.

3. Record Specifications: Maintain one complete copy of the Project Manual, including addenda, and one copy of other written construction documents such as Change Orders and modifications issued in printed form during construction.

a. Mark these documents to show substantial variations in actual Work performed in comparison with the text of the Specifications and modifications.

b. Give particular attention to substitutions, selection of options and similar information on elements that are concealed or cannot otherwise be readily discerned later by direct observation.

c. Note related record drawing information and Product Data.

4. Record Product Data: Maintain one copy of each Product Data submittal.

a. Mark these documents to show significant variations in actual Work performed in comparison with information submitted. Include variations in products delivered to the site, and from the manufacturer's installation instructions and recommendations.

b. Give particular attention to concealed products and portions of the Work which cannot otherwise be readily discerned later by direct observation.

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c. Note related Change Orders and mark-up of record drawings and Specifications.

3. Record Sample Submitted: Immediately prior to the date or dates of

Substantial Completion, the Contractor will meet at the site with the Engineer and the Owner to determine which of the submitted Samples that have been maintained during progress of the Work are to be transmitted to the Owner for record purposes. Comply with delivery to the Owner's Sample storage area.

6. Record Survey: Refer to Section 01 78 46.

7. Miscellaneous Record Submittals: Refer to other Specification Sections for requirements of miscellaneous record-keeping and submittals in connection with actual performance of the Work.

8. At Contract close-out, deliver one copy and one electronic copy, in PDF format, of Record Documents to Engineer for Owner. Accompany submittal with transmittal letter in duplicate containing the following information:

a. Date.

b. Project title and number.

c. Contractor's name and address.

d. Title and number of each Record Document.

e. Signature of Contractor or his authorized representative.

F. FINAL CLEANING

1. Employ experienced workers or professional cleaners for final cleaning.

Clean each surface or unit to the condition expected in a normal, commercial building cleaning and maintenance program.

2. Complete the following cleaning operations before requesting inspection for Certification of Substantial Completion and maintain until final completion, except in areas occupied or designated by Owner.

a. Remove labels that are not permanent labels.

b. Clean exposed exterior and interior hard-surfaced finishes to a dust-free condition, free of stains, films and similar foreign substances. Restore reflective surfaces to their original reflective condition.

c. Leave concrete floors broom clean.

d. Clean the site of rubbish, litter and other foreign substances.

e. Sweep paved areas broom clean; remove stains, spills and other foreign deposits.

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3. Remove temporary protection and facilities installed for protection of the

Work during construction.

4. Comply with regulations of authorities having jurisdiction and safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on the Owner's property. Do not discharge volatile, harmful or dangerous materials into drainage systems. Remove waste materials from the site and dispose of in a lawful manner.

5. Where extra materials of value remaining after completion of associated

Work have become the Owner's property, arrange for disposition of these materials as directed. All associated costs shall be borne by the Contractor

1.22 PROJECT MANAGEMENT SOFTWARE:

The Contractor shall use Procore, Owner provided, for all project management task including but not limited to, drawings, requests for information, submittals, financials, daily logs, etc.

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SECTION 01 11 23

OWNER DIRECT PURCHASE PROGRAM

PART 1 GENERAL

1.1 SECTION INCLUDES

A. As a state agency, the Port is required by law to develop procedures for Owner Direct Purchase of construction materials from vendors.

B. “Effective January 2, 2011, Section 8, Chapter 2010-138, Laws of Florida (L.O.F.), requires governmental entities (excluding the federal government) to issue a Certificate of Entitlement to each vendor and each contractor in order to purchase supplies and materials for use in public works contracts tax-exempt under Section 212.086(6), F.S.”

PART 2 PROCEDURES

1.1 SECTION INCLUDES

A. Procedures for administration of the Owner Direct Purchase Program.

B. The Owner shall include this project in its Owner Direct Purchase Program (ODP) and the Contractor agrees to administer according to the following terms. The Contractor shall include the following terms in all of its contracts wherein the cost of materials and equipment exceeds Five Thousand Dollars ($5,000) and no more than 5 separate invoices for each purchase order.

1. The subcontractor has included Florida State Sales and other applicable taxes in his bid for material, supplies and equipment. The Owner, being exempt from sales tax reserves the right to make direct purchases of various construction equipment, materials or supplies included in the subcontractor’s bid and/or contract.

(a) Any equipment, materials or supplies directly purchased by the Owner that are included in the subcontractor’s contract shall be referred to as Owner- Purchased Materials and the responsibilities of both Owner and subcontractor relating to such Owner Purchased Materials shall be governed by the terms and conditions of these procedures.

2. Material suppliers shall be selected by the subcontractor awarded the Subcontract.

(a) The subcontractor has included the price for all construction materials plus applicable taxes in his bid. Owner purchasing of construction materials, if

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selected, will be administered on a deductive Change Order basis. The Subcontract amount shall be reduced by the net non-discounted amount of these Purchase Orders, plus all sales tax.

Subcontractor shall provide Contractor with a list of all intended suppliers, vendors, and materialmen for consideration as Owner-Purchased Materials. This list shall be submitted at the same time as the preliminary schedule of values and the Project/CPM schedule. The subcontractor shall submit a description of the materials to be supplied, estimated quantities and unit prices. All Vendors must be registered with the Port. Refer to the Port's website at https://www.portcanaveral.com/business/vendor-services.

3. Upon request from Contractor, subcontractor shall prepare a standard Purchase Order Requisition Form in a form acceptable to the Owner and the Contractor, to specifically identify the materials which Owner has, at its sole option, elected to purchase directly. The Purchase Order Requisition Form shall include:

(a) The name, address, telephone number and contact person for the material supplier.

(b) Manufacturer or brand, model or specification number of the item.

(c) Quantity needed as estimated by subcontractor.

(d) The price quoted by the supplier for the materials identified therein.

(e) Any sales tax associated with such quote.

(f) Delivery dates as established by subcontractor.

4. Subcontractor shall include reference to any terms and conditions which have been negotiated with the vendor; i.e. payment terms, warranties, retainage, etc.

Such Purchase Order Requisition Form is to be submitted to Contractor no less than 15 business days prior to the date required for ordering such Owner- Purchased Materials, in order to provide sufficient time for Owner review and approval and to assure that such Directly Purchased Materials may be directly purchased by Owner and delivered to the Project site so as to avoid any delay to the Project.

5. After receipt of the Purchase Order Requisition Form, Owner shall prepare its Purchase Orders for equipment, materials or supplies. Pursuant to the Purchase Order, the vendor will provide the required quantities of material at the price established in the vendor’s quote to the subcontractor less any sales tax associated with such price. Promptly upon receipt of each Purchase Order, subcontractor shall verify the terms and conditions of the Purchase Order prior to its issuance to supplier and in a manner to assure proper and timely delivery of items. Owner’s Purchasing Director shall be the approving authority for the Owner on Purchase Orders in conjunction with Owner-Purchased materials. The Purchase Order shall require that the supplier provide the required shipping and handling insurance. The Purchase Order shall also require the delivery of the Owner-Purchased Materials on the delivery date(s) provided by the subcontractor in the Purchase order Requisition Form and shall indicate F.O.B. job site. The https://www.portcanaveral.com/business/vendor-services

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Owner’s Purchase Orders shall contain, or be accompanied by, the Owner’s exemption certificate and must include the Owner’s name, address, and exemption number with issue and expiration date shown.

6. In conjunction with the execution of the Purchase Orders by the supplier, the subcontractor shall execute and deliver to Contractor one or more deductive Change Orders, referencing the full value of all Owner-Purchased Materials plus all sales tax savings associated with such materials in subcontractor’s bid to

7. All shop drawings and submittals shall be made by the subcontractor in accordance with the Contract Documents.

8. Subcontractor shall be fully responsible for all matters relating to the receipt of materials furnished by Owner in accordance with these procedures, including but not limited to, verifying correct quantities, verifying documentation or orders in a timely manner, coordinating purchases, providing and obtaining all warranties and guarantees required by the Contract Documents, inspection and acceptance of the goods at the time of delivery, and loss or damage to equipment and materials following acceptance of items by the Owner due to the negligence of the subcontractor. The subcontractor shall coordinate delivery schedules, sequence of delivery, loading orientation, and other arrangements normally required by the subcontractor for the particular materials furnished. The subcontractor shall provide all services required for the unloading, handling and storage of materials through installation. The subcontractor agrees to indemnify and hold harmless the Owner from any and all claims of whatever nature resulting from nonpayment of goods to suppliers arising from the actions or directions of subcontractor.

9. As Owner-Purchased Materials are delivered to the job site, the subcontractor and the Contractor as Owner’s Representative, shall visually inspect all shipments for the suppliers, and approve the vendor’s invoice for materials delivered. The subcontractor shall assure that each delivery is accompanied by documentation adequate to identify the Purchase Order against which the purchase is made.

This documentation may consist of a delivery ticket and an invoice from the supplier confirming the Purchase Order, together with such additional information as the Owner or Contractor may require. The subcontractor will verify, in writing, the accuracy of the delivery ticket. The subcontractor will then forward the invoice to the Contractor for his forwarding to the Owner. The Owner will process and pay directly to the vendor in the manner as all other Owner Entity invoices are processed. The Owner shall have the right to assign Owner personnel to verify and audit the accuracy of all Direct Purchase documents.

10. The subcontractor shall insure that Owner-Purchased Materials conform to the Specifications and determine prior to incorporation into the Work if such materials are patently defective, and whether such materials are identical to the materials ordered and match the description on the bill of lading. If the subcontractor discovers defects or non-conformities in the Owner-Purchased Material, upon

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such visual…