2-TLH CBIS Expansion - IFB - SPECS.pdf

Tallahassee International Airport

CBIS EXPANSION

Bid No. IFB 094-24-AP

PROJECT MANUAL

C.O.T. Project Number: TBD

BID DATE: 11/14/2024

Terms, Conditions, Proposal & Contract Documents

Prepared by

RS&H, Inc.

10748 Deerwood Park Boulevard South

Jacksonville, FL 32256-0597 Phone 904-256-2500 Fax 904-256-2501

AEP File No. 2001-2001-007

ISSUED FOR BID DOCUMENTS

09/16/2024

2001-2001-007

CITY OF TALLAHASSEE, FLORIDA TABLE OF CONTENTS

TALLAHASSEE INTERNATIONAL AIRPORT

CBIS EXPANSION

CONTENTS OF THE DOCUMENTS MANUAL

01 11 00 – Summary of Work 01 01 40 – Project Phasing and Sequencing.

01 02 70 – Applications for Payment.

01 03 50 – Contract Supplement and Modification Procedure.

01 04 00 – Coordination and Closeout.

01 04 50 – Cutting and Patching.

01 20 00 – Project Meetings 01 23 00 – Alternates 01 30 00 – Submittals 01 31 13 – Project Coordination 01 40 00 – Quality Control Services/Testing Laboratory 01 42 10 – Reference Standards and Definitions 01 50 00 – Construction Facilities and Temporary Controls 01 63 10 – Product Substitutions 01 73 20 – Selective Demolition 01 74 00 – Warranties and Bond

DIVISION 26 – ELECTRICAL

26 05 00 – Common Work Results for Electrical 26 05 19 – Low-Voltage Electrical Power Conductors and Cables 26 05 26 – Grounding and Bonding for Electrical Systems 26 05 29 – Hangers and Supports for Electrical Systems 26 05 33 – Raceways and Boxes for Electrical Systems 26 05 53 – Identification for Electrical Systems 26 28 16 – Enclosed Switches and Circuit Breakers

DIVISION 27 – COMMUNICATIONS

27 05 26 – Grounding and Bonding for Communication Systems 27 05 28 – Pathways for Communication Systems 27 05 44 – Sleeves and Sleeve Seals for Comm Pathways and Cabling 27 15 00 – Communication Horizontal Cabling 27 15 23 – Communications Optical Fiber Horizontal Cabling

DIVISION 34 – BAGGAGE HANDLING SYSTEMS

34 77 39 – Baggage Handling Systems Appendix A – Responsibility Matrix

END OF TABLE OF CONTENTS

SUMMARY OF WORK

01 11 00-1

CITY OF TALLAHASSEE, FLORIDA SECTION 01 11 00

TALLAHASSEE INTERNATIONAL AIRPORT SUMMARY OF WORK

CBIS EXPANSION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 PROJECT DESCRIPTION

A. Project Identification:

1. Name of the Project: CBIS EXPANSION.

2. Project Location: Tallahassee International Airport, Tallahassee, Florida.

3. Owner: City of Tallahassee.

4. Architect/Engineer: RS&H, Inc. Jacksonville, Florida.

5. Project Identifier/Bid Number: IFB 094-24-AP

6. Contract Documents Dated: September 16, 2024.

B. The project and the work of the Contract can be described in summary as follows:

INSTALLATION OF NEW EDS SCREENING MACHINE: Demo of existing baggage handling conveyors and power connections. Installation of new EDS baggage screening machine, provided and installed by TSA. Modifications to existing Baggage Handling System(BHS) conveyors and BHS controls. BHS testing of modified systems. Installation of new electrical power and communications feeds to support the new EDS machine installation. Replacement of existing Network Switches and UPS Devices in TLH Owned Data Cabinets and BHS Workstations.

Audit and Baseline testing of existing BHS MCP equipment and system controls to verify As-Built conditions and operations. Make modifications to correct issues with BHS operation and modify System As-Built documentation. Modify existing security door in the CBRA and repair existing BHS diverters on the incoming SS lines to the EDS machines.

C. The Work will be constructed under a single prime contract. The project will be bid as a single Base Bid for the scope of the work with Line Item Break outs for certain portions of the bid scope as defined on the Bid Form. The drawings depict details on the scope of the work. The project will be awarded based on total of base bid price. The prime contractor shall be responsible to manage the project.

D. Summary by Reference: The work can be summarized by reference to the requirements of the various Contract Documents. These references can be summarized but are not necessarily limited to the following:

01 11 00-2

1. The Executed Owner - Contractor Agreement (not bound herewith).

2. The General and Supplementary Conditions, which are bound herewith (in this Project Manual).

3. The drawings, which are listed on the drawing cover sheet as of the date of these Contract Documents.

4. The specification sections, which are bound herewith and are listed in the

Table of Contents section bound herewith (in this Project Manual).

5. The Addenda and Modifications to the Contract Documents, which have been either bound herewith (in this Project Manual) or distributed by transmittal subsequent to the binding hereof.

6. Governing regulations, which have a bearing on the performance of the work; copies can be obtained from or reviewed at the local, state or federal agency responsible for the regulation in each case.

7. Submittals (of any kind), copies of which are retained by the Contractor at the site.

8. Miscellaneous elements of information having a bearing on the performance of the work, such as weather forecasts and reports of general trade union negotiations; copies must be obtained by the Contractor through normal information channels.

1.3 WORK UNDER OTHER CONTRACTS

A. Concurrent Contract(s): The Owner has awarded separate contract(s) for performance of certain construction operations at the site. These operations may be conducted concurrently or in time periods, which overlap with work under this Contract. The separate contract(s) include the following:

1. FIS Expansion Project.

B. Cooperate fully with separate contractors so that work under those and other contracts may be carried out smoothly, without interfering with or delaying work under this Contract.

1.4 CONTRACTOR USE OF PREMISES

A. Use of the Site: Limit use of the premises to work in areas indicated. Confine operations to areas within contract limits indicated. Do not disturb portions of the site beyond the areas in which the Work is indicated.

1. Owner Occupancy: Allow for Owner occupancy and use by the public.

B. Use of the Existing Building: Maintain the existing occupied portions of the building in a weather tight condition throughout the construction period. Repair damage caused by construction operations. Take all precautions necessary to protect the building and its occupants during the phasing of the construction sequences.

C. Ownership of Property: Do not perform work, disturb or trespass upon properties not possessed by the Owner.

01 11 00-3

1.5 OCCUPANCY REQUIREMENTS

A. Full Owner Occupancy: The Owner will occupy the site and existing building during the entire construction period. Cooperate with the Owner during construction operations to minimize conflicts and facilitate owner usage. Perform the Work so as not to interfere with the Owner's operations.

1.6 DURATION OF CONTRACT

A. The duration of the contract will be 136 calendar days from Notice to Proceed until completion of the System Run In period. The system will commence live operations within 80 days from Notice to Proceed.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

End of Section 01 11 00

PROJECT PHASING & SEQUENCING

01 01 40-1

CITY OF TALLAHASSEE, FLORIDA SECTION 01 01 40 � PROJECT

TALLAHASSEE INTERNATIONAL AIRPORT PHASING AND SEQUENCING

CBIS EXPANSION

PART 1 - GENERAL

1.1 SUMMARY

A. The Airport will remain open and operational during the terminal renovations project.

The Work must be undertaken such that the airport can maintain a safe, secure, healthy, comfortable and reasonably convenient environment for its normal operations. The Contractor shall prepare and submit a construction phasing and sequencing plan for approval by the Architect/Engineer and Owner that minimizes the impacts of construction on its normal operations. The Construction Phasing Plan shall be updated as required during the course of the Work. Updates and revisions must be resubmitted for approval by the Architect/Engineer and Owner.

1.2 RELATED DOCUMENTS

A. Among other applicable portions of the documents are drawings which depict phasing and sequencing requirements and General and Supplementary Conditions and other Division 1 Specification Sections which relate to completion procedures and occupancy.

1.3 COMPLIANCE REQUIREMENTS

A. Contractor shall prepare and submit a construction phasing and sequencing plan for approval by the Architect/Engineer and Owner within 10 days of Award and prior to beginning demolition and renovation activities.

B. Criteria for acceptance is defined in section 1.5 below.

C. The various portions of the work shall be functional and operational prior to performing work which disrupts the operations that are to be moved to the newly completed areas.

1.4 PROJECT PHASES

A. Refer to drawings for information on project phasing.

B. Construction.

1. Duration:

a. Phase 1: EDS Installation � 136 Calendar Days

2.

3. Access Limitations � Maintain access for the aircraft and ground service equipment in the apron areas.

01 01 40-2

D. Project Wrap-Up.

1. Duration - 15 calendar days, after completion of the last phase and completion of the substantial inspection by the A/E and the owner.

2. Sequencing � Refer to phasing drawings.

1.5 CONSTRUCTION PHASING PERFORMANCE CRITERIA

A. Safety

1. Contractor must maintain a safe environment for passengers, visitors, and airport personnel to work around. Clear and protected access routes shall be maintained around construction areas and activities for people, equipment, and vehicles. Provide professionally prepared temporary signage to direct people and traffic along routes not used under normal conditions.

2. Provide temporary barriers, barricades, and walls as necessary to separate construction areas and activities from passengers, visitors and airport employees.

B. Security

1. No unbadged or unescorted construction or delivery personnel shall be allowed in any areas designated as the Airport Operations Area (AOA) or Security Identification Display Area (SIDA). All construction personnel requiring access to or through the AOA or SIDA shall be badged in accordance with the airport�s procedures or escorted by badged personnel at all times. Badging costs will be paid by the Contractor. Background checks are required for badging.

2. Provide temporary fencing and gates around contractor staging and work areas. Non-AOA or Non-SIDA areas may be created within the AOA or SIDA area using fencing and gates in an approved manner.

3. All construction activities in and around the CBIS must be coordinated with the Architect/Engineer, the Owner and TSA prior to beginning the Work. A coordination meeting is required to discuss the work, the schedule, the means of protecting the screening equipment, and the method to maintain screening operations during normal airport business hours.

C. Health

1. Contractor must maintain a healthy environment for passengers, visitors and airport personnel at all times.

2. Protect the occupied areas of the terminal from dust, fumes, and other airborne pollutants.

2. Protect passengers, visitors and airport personnel from harmful noise

01 01 40-3 exposure.

3. Maintain access and use of public restroom facilities at all times during normal business hours.

4. Maintain utility services throughout the project. If a brief service interruption is required to accomplish the Work, the Architect/Engineer and Owner must be notified in advance. A coordination meeting must be held with the Architect/Engineer and Owner to review service interruption procedures prior to the service interruption.

D. Comfort

1. Provide reasonably finished spaces for use by passengers, visitors and airport personnel during the progress of the Work.

1. Comfort conditions must be maintained during normal business hours of 6:00 AM through 10:00 PM. The temperature requirements are 73 to 77 degrees F during the cooling season and 68 to 72 degrees F during the heating season.

4. Restrict noisy activities to hours outside of normal business hours defined as 6:00 AM to 10:00 PM unless approved sound mitigating separation is provided.

E. Convenience

1. Maintain passenger, visitor and airport personnel access to airport amenities, such as vending, seating, and restroom facilities. Relocate moveable amenities as required to maintain access.

2. Protect the airport�s existing equipment or the equipment of the airport�s tenants during construction activities to prevent damage or contamination due to the progress of the Work.

3. Maintain at least one lane of the passenger screening checkpoint at all times during normal airport business hours.

4. Daily clean-up activities must be included in the Phasing and Sequencing Plan for Work in occupied areas performed outside normal airport business hours.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION 01 01 40

APPLICATIONS FOR PAYMENT

01 02 70-1

CITY OF TALLAHASSEE, FLORIDA SECTION 01 02 70 � APPLICATIONS

TALLAHASSEE INTERNATIONAL AIRPORT FOR PAYMENT

CBIS EXPANSION

PART 1 - GENERAL

1.1 SUMMARY

A. This section specifies administrative and procedural requirements governing the Contractor�s Applications for Payment.

B. Related Sections: The following Sections contain requirements that relate to this Section.

1. Drawings and Form of Agreement between Owner and Contractor and other Division 1 Specification Sections apply to this section.

1.2 SCHEDULE OF VALUES

Coordination: Coordinate preparation of the Schedule of Values with preparation of the Contractor�s construction schedule.

1. Submit 3 copies of the Schedule of Values to the Architect-Engineer at the earliest possible date but no later than 7 days before the date scheduled for submittal of the initial Applications for Payment.

A. Format and Content: Use the Project Manual table of contents as a guide to establish the format for the Schedule of Values. Provide at least one line item for each Specification Section. Schedule of Values will be further detailed per the Owner�s funding requirements. The Contractor shall request a detailed list of areas per funding requirements from the Owner prior to preparing the Schedule of Values.

1. Identification: Include the following project identification on the Schedule of Values:

a. Project name and location.

b. Name of the Architect-Engineer.

c. Project number.

d. Contractor's name and address.

e. Date of submittal.

2. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed:

a. Related Specification section or Division.

01 02 70-2

b. Description of work/generic name of this item.

c. Name of subcontractor.

d. Name of manufacturer or fabricator.

e. Name of supplier.

f. Change Orders (numbers) that affect value.

g. Dollar value.

1) Percentage of Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent.

3. Provide a breakdown of the Contract Sum in sufficient detail, per the Owner�s funding requirements, acceptable to the Architect-Engineer to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Break principal subcontract amounts down into several line items.

4. Round amounts to nearest whole dollar; the total shall equal the Contract Sum.

5. Provide a separate line item in the Schedule of Values for each part of the work where Applications for Payment may include materials or equipment, purchased or fabricated and stored, but not yet installed.

a. Differentiate between items stored on-site and items stored off-site. Include requirements for insurance and bonded warehousing, if required.

6. Provide separate line items on the Schedule of Values for initial cost of the materials, for each subsequent stage of completion, and for total installed value of that part of the work.

7. Unit-Cost Allowances: Show the line-item value of unit-cost allowances, as a product of the unit cost, multiplied by the measured quantity.

Estimate quantities from the best indication in the Contract Documents.

8. Margins of Cost: Show line items for indirect costs and margins on actual costs only when such items are listed individually in Applications for Payment. Each item in the Schedule of Values and Applications for Payment shall be complete. Include the total cost and proportionate share of general overhead and profit margin for each item.

a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as

01 02 70-3 separate line items in the Schedule of Values or distributed as general overhead expense, at the Contractor's option.

9. Schedule Updating: Update and resubmit the Schedule of Values prior to the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum.

1.3 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as certified by the Architect-Engineer and paid for by the Owner.

1. The initial Application for Payment, the Application for Payment at time of Substantial Completion, and the final Application for Payment involve additional requirements.

B. Payment-Application Forms: Owner will provide the pay application form which will include the agreed to schedule of values and DBE monitoring reports.

C. Application Preparation: Complete every entry on the form. Include notarization and execution by a person authorized to sign legal documents on behalf of the Contractor. The Architect-Engineer will return incomplete applications without action.

1. Entries shall match data on the Schedule of Values and the Contractor�s Construction Schedule. Use updated schedules if revisions were made.

2. Include amounts of Change Orders and Construction Change Directives issued prior to the last day of the construction period covered by the application.

D. Transmittal: Electronically submit signed and notarized PDF copies of each Application for Payment to the Architect-Engineer by a method ensuring receipt within 24 hours. One copy shall be complete, including waivers of lien and similar attachments, when required.

1. Transmit each copy with a transmittal form listing attachments and recording appropriate information related to the application, in a manner acceptable to the Architect-Engineer.

E Waivers of Mechanics Lien: With each Application for Payment, submit waivers of mechanics liens from every entity who may lawfully be entitled to file a mechanics lien arising out of the Contract, including but not limited to subcontractors, sub-subcontractors and suppliers, for the construction period covered by the previous application.

1. Submit partial waivers on each item for the amount requested, prior to deduction for retainage, on each item.

2. When an application shows completion of an item, submit final or full waivers.

01 02 70-4

3. The Owner reserves the right to designate which entities involved in the Work must submit waivers.

4. Waiver Delays: Submit each Application for Payment with the Contractor's waiver of mechanics lien for the period of construction covered by the application.

a. Submit final Applications for Payment with or preceded by final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien.

5. Waiver Forms: Submit waivers of lien on forms and executed in a manner acceptable to Owner.

F. Initial Application for Payment: Administrative actions and submittals, that must precede or coincide with submittal of the first Application for Payment, include the following:

1. List of subcontractors.

2. List of principal suppliers and fabricators.

3. Schedule of Values.

4. Contractor's Construction Schedule (preliminary if not final).

5. Schedule of principal products.

6. Schedule of unit prices.

7. Submittal Schedule (preliminary if not final).

8. List of Contractor's staff assignments.

9. List of Contractor's principal consultants.

10. Copies of building permits.

11. Copies of authorizations and licenses from governing authorities for performance of the work.

12. Initial progress report.

13. Report of preconstruction meeting.

G. Application for Payment at Substantial Completion: Following issuance of the Certificate of Substantial Completion, submit an Application for Payment.

01 02 70-5

1. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the work.

2. Administrative actions and submittals that shall precede or coincide with this application include:

a. Complete survey of work performed.

1) Occupancy permits and similar approvals or certifications by governing authorities, assuring Owner's full access and use of the completed work.

2) Warranties (guarantees) and maintenance agreements.

3) Test/adjust/balance records.

4) Maintenance instructions.

5) Meter readings.

6) Startup performance reports.

7) Changeover information related to Owner's occupancy, use, operation, and maintenance.

8) Final cleaning.

9) Application for reduction of retainage and consent of surety.

10) Advice on shifting insurance coverages, including proof of extended coverages as required.

11) Final progress photographs.

12) List of incomplete work recognized to be completed by the Contractor, as exceptions to Architect- Engineer's Certificate of Substantial Completion.

E. Final Payment Application: Administrative actions and submittals that must precede or coincide with submittal of the final Application for Payment include the following:

1. Completion of project closeout requirements.

2. Completion of items specified for payment application at time of Substantial Completion (regardless of whether such application was made).

01 02 70-6

3. Assurance, satisfactory to Owner, that unsettled claims will be settled and that work not actually completed or accepted will be completed without undue delay.

4. Transmittal of required project construction records to the Owner.

5. Certified property survey.

6. Proof, satisfactory to Owner, that taxes, fees, and similar obligations of the Contractor have been paid.

7. Removal of temporary facilities and services.

8. Removal of surplus materials, rubbish, and similar elements.

9. Change of door locks and other Contractor access to Owner's property.

10. Consent of Surety for Final Payment.

PART 2 - PRODUCTS

NOT USED

PART 3 - EXECUTION

NOT USED

END OF SECTION 01 02 70

CONTRACT SUPPLEMENT AND MODIFICATION PROCEDURE

01 03 50-1

CITY OF TALLAHASSEE, FLORIDA SECTION 01 03 50 � CONTRACT

TALLAHASSEE INTERNATIONAL AIRPORT SUPPLEMENT AND

CBIS EXPANSION MODIFICATION PROCEDURES

PART 1 - PART 1 - GENERAL

1.1 SUMMARY

A. This Section specifies administrative and procedural requirements for handling and processing contract supplements and modifications.

B. Related Sections: The following Sections contain requirements that relate to this Section:

1. Division 1, Section 01 30 00 - SUBMITTALS for requirements for the Contractor's Construction Schedule.

2. Division 1, Section 01 02 70 - APPLICATIONS FOR PAYMENT for administrative procedures governing Applications for Payment.

3. Division 1, Section 01 63 10 - PRODUCT AND SUBSTITUTIONS for administrative procedures for handling requests for substitutions made after award of the Contract.

C. Forms: Use forms with the content and format of those provided by the Architect- Engineer. Sample copies will be provided. The Contractor shall maintain a sequential log of all Contract Document Supplements and Modifications.

1.2 CONTRACT DOCUMENT SUPPLEMENTS

A. Clarification/Supplemental Instructions (C-): Shall provide further detail to requirements inferred in the Contract Documents or authorize minor changes in the work, not involving an adjustment to the Contract Sum or Contract Time, and will be issued by the Architect with supplemental or revised drawings and specifications, if necessary. Clarifications/Supplemental Instructions issued by the Architect- Engineer shall become binding and a part of the Contract as minor changes in the work unless the Contractor notifies the Architect-Engineer within 21 days that the instructions result in changes that affect the Contract Cost or Contract Time.

B. Request for Information/Supplemental Instructions (RFI-): Shall be initiated by the Contractor when necessary for performance of the work. The Architect-Engineer�s reply will constitute further detail to requirements if inferred in the Contract Documents or interpretations of the requirements. Requests for information must describe all document references that pertain to the issue and any conflicts and must include the Contractor�s interpretation or proposed action that would be made if there was not a process to obtain the information from the Architect-Engineer.

Requests for information that do not include this, or that request information already included in the contract documents without conflict, will be returned without action (RWA). The Architect-Engineer will record the time expended to process such

01 03 50-2 requests and notify the Contractor of the charges. The Owner shall deduct any such compensation due the Architect-Engineer from the Contractor's monthly periodic pay requests in accordance with the compensation terms for cost, overhead and profit in the Owner/Architect-Engineer agreement. If the Architect- Engineer�s reply requires a change in Contract Amount or Contract time, the Contractor shall notify the Architect-Engineer in writing prior to proceeding with the work.

C. Contractor Corrective Action Proposals (CCA-): Shall be initiated by the Contractor when deviations from the contract requirements have been constructed. The Contractor shall provide a fully detailed proposal for his corrective or remedial work.

The Architect-Engineer�s reply will indicate approval of the proposed action as detailed, approval with certain modifications, or rejection of the proposal.

1.3 PROPOSAL/CHANGE ORDER REQUESTS

A. Request for Proposal (RFP-): The Architect-Engineer will issue a detailed description of proposed changes in the Work that will require adjustment to the Contract Sum or Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

1. Proposal requests issued by the Architect-Engineer are for information only.

Do not consider them as an instruction either to stop work in progress or to execute the proposed change.

2. Unless otherwise indicated in the proposal request, within 10 days of receipt of a proposal request, submit an estimate of cost necessary to execute the change to the Architect-Engineer for the Owner's review.

a. Include a list of quantities of products to be purchased and unit costs, along with the total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities.

b. Itemize labor charges by time and category.

c. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

d. Indicate overhead and profit charges.

e. Include a statement indicating the effect the proposed change in the work will have on the Contract Time.

B. Contractor-Initiated Change Order Requests (RCO-): When latent or unforeseen conditions require modifications to the Contract, the Contractor may propose changes by submitting a request for a change to the Architect-Engineer.

1. Include a statement outlining the reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and Contract Time.

01 03 50-3

2. Include a list of quantities of products to be purchased and unit costs along with the total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Comply with requirements in Section 01631 � PRODUCTS AND SUBSTITUTIONS if the proposed change requires substitution of one product or system for a product or system specified.

1.4 CONSTRUCTION CHANGE DIRECTIVE

A. Construction Change Directive: When the Owner and the Contractor are not in total agreement on the terms of a Change Order Proposal Request, the Architect- Engineer may issue a Construction Change Directive. The Construction Change Directive instructs the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive. To be eligible, the profit must be a fixed amount (negotiated ahead of time based on estimated cost) added to the actual cost for labor and materials or a lump sum for the entire cost must be negotiated ahead of time.

1. After completion of the change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.

1.5 CHANGE ORDER PROCEDURES

A. Upon the Owner's approval of a Change Order Proposal Request, the Architect- Engineer will issue a Change Order for signatures of the Owner and the Contractor on a form to be provided by the owner.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION 01 03 50

COORDINATION AND CLOSEOUT

01 04 00-1

CITY OF TALLAHASSEE, FLORIDA SECTION 01 04 00 � COORDINATION

TALLAHASSEE INTERNATIONAL AIRPORT AND CLOSEOUT

CBIS EXPANSION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this section.

1.2 SUMMARY

A. This section includes administrative and supervisory requirements necessary for coordinating construction operations including, but not necessarily limited to, the following:

1. General project coordination procedures.

2. Coordination Drawings.

3. Administrative and supervisory personnel.

4. Cleaning and protection.

5. Project Closeout requirements.

B. Related Sections: Refer to other Division 1 sections for coordination requirements regarding field engineering services, project meetings, Contractor�s construction schedule, general installation and contract closeout.

1.3 COORDINATION

A. Coordinate construction operations included in various sections of these Specifications to assure efficient and orderly installation of each part of the work. Coordinate construction operations included under different sections that are dependent upon each other for proper installation, connection, and operation.

1. Schedule construction operations in the sequence required to obtain the best results where installation of one part of the work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to assure maximum accessibility for required maintenance, service, and repair.

3. Make provisions to accommodate items scheduled for later installation.

COORDINATION AND CLOSEOUT

01 04 00-2

B. Where necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings.

1. Prepare similar memoranda for the Owner and separate contractors where coordination of their work is required.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and assure orderly progress of the work. Such administrative activities include, but are not limited to, the following:

1. Preparation of schedules.

2. Installation and removal of temporary facilities.

3. Delivery and processing of submittals.

4. Progress meetings.

5. Project closeout activities.

1.4 SUBMITTALS

A. Staff Names: Within 10 days of commencement of construction operations, submit a list of the Contractor's principal staff assignments, including the superintendent and other personnel in attendance at the Project Site. Identify individuals and their duties and responsibilities. List their addresses and telephone numbers.

1. Post copies of the list in the Project meeting room, the temporary field office, and each temporary telephone.

1.5 SITE USE PLAN

A. Within 10 working days of Contract award, the Contractor shall develop and submit for Owners approval a site use plan. This plan shall clearly describe the proposed temporary facilities, staging areas, ramps and major traffic ways, hazardous material storage, provisions for site services, safety and security. Changes to the site plan shall be submitted for review and approval 5 working days prior to effecting the changes.

1.6 TRADESPERSONS AND WORKMANSHIP STANDARDS

A. General: Initiate and maintain procedures to ensure that persons performing work at site are skilled and knowledgeable in methods and craftsmanship needed to produce required quality levels for workmanship in completed work. Remove and replace work which does not comply with workmanship standards as specified and as recognized in the construction industry for applications indicated. Remove and replace other work damaged or deteriorated by faulty workmanship or its replacement.

COORDINATION AND CLOSEOUT

01 04 00-3

B. Availability of Tradespersons: At each progress or coordination meeting, review availability of tradespersons and projected needs to accomplish work as scheduled. Require each entity employing personnel to report on events which

COORDINATION AND CLOSEOUT

01 04 00-4 might affect progress of work. Where possible, consider alternatives and take actions to avoid disputes and delays.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1 GENERAL COORDINATION PROVISIONS

A. Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

B. Coordinate temporary enclosures with required inspections and tests to minimize the necessity of uncovering completed construction for that purpose.

C. Manufacturer's Instructions: Comply with manufacturer's installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents.

D. Inspect materials or equipment immediately upon delivery and again prior to installation. Reject damaged and defective items.

E. Provide attachment and connection devices and methods necessary for securing work. Secure work true to line and level. Allow for expansion and building movement.

F. Visual Effects: Provide uniform joint widths in exposed work. Arrange joints in exposed work to obtain the best visual effect. Refer questionable choices to the Architect for final decision.

G. Recheck measurements and dimensions, before starting each installation.

H. Install each component during conditions of temperature, humidity, exposure, forecasted weather and status of project completion that will ensure the best possible results, in coordination with entire work. Isolate each part of the completed construction from incompatible material as necessary to prevent deterioration.

I. Mounting Heights: Where mounting heights are not indicated, install individual components at standard mounting heights recognized within the industry for the particular application indicated. Refer questionable mounting height decisions to the Architect for final decision.

COORDINATION AND CLOSEOUT

01 04 00-5

3.2 CLEANING AND PROTECTION

A. Clean and protect construction in progress and adjoining materials in place, during handling and installation. Apply protective covering where required to assure protection from damage or deterioration at Substantial Completion.

B. Clean and maintain completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to assure operability without damaging effects.

C. Limiting Exposures: Supervise construction operations to assure that no part of the construction completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Where applicable, such exposures include, but are not limited to, the following:

1. Excessive static or dynamic loading.

2. Excessive internal or external pressures.

3. Excessively high or low temperatures.

4. Thermal shock.

5. Excessively high or low humidity.

6. Air contamination or pollution.

7. Water or ice.

8. Solvents.

9. Chemicals.

10. Light.

11. Radiation.

12. Puncture.

13. Abrasion.

14. Soiling, staining, and corrosion.

15. Rodent and insect infestation.

16. Unusual wear or other misuse.

17. Contact between incompatible materials.

18. Misalignment.

19. Excessive weathering.

20. Unprotected storage.

21. Improper shipping or handling.

22. Theft.

23. Vandalism.

3.3 ENVIRONMENTAL PROTECTION

A. Disposal of Refuse: Remove refuse resulting from construction operations from the site. Burning on the site is not permissible.

B. Hazardous Waste: All hazardous waste generated by the Contractor and the Contractor�s subcontractors during the course of construction shall be stored, transported and disposed of in accordance with 40 CFR 260. The Contractor

COORDINATION AND CLOSEOUT

01 04 00-6 and his subcontractors shall be responsible for all documentation related to

COORDINATION AND CLOSEOUT

01 04 00-7 hazardous waste generated as a result of this Contract and that documentation shall be in accordance with 40 CFR 260.

C. Construction Site Maintenance:

1. Store all supplies and equipment on project site so as to preclude mechanical and climatic damage. Maintain site in a neat and orderly manner.

2. Contractor shall be responsible for maintaining the temporary structures and construction enclosure (fence) in good repair and visually pleasant. Contractor shall further provide adequate security, supplementing the existing fencing as necessary, to prevent the presence of unauthorized persons on the site and to keep gates secured when not in actual use to ensure the integrity of the barrier as well as for property security.

3. Noise Control: Comply with all applicable state and local laws, ordinances and regulations relative to noise control.

3.4 PROJECT CLOSEOUT:

Provide the following closeout documents as required by the contract documents;

A. Book 1

1. Contractor�s cover letter

2. Contract Warranty Form

3. Affidavit of Payment

4. Affidavit of Release of Lien

5. Final Waiver of Lien

6. Consent of Surety

7. Subcontractors Release of Lien

8. DBE Participation Report � FAA/PFC funding only

9. Change Orders

10. Contractor Pay Requests

11. MBE Project Completion Affidavit � all contracts

12. Record of Employee Interview: Davis Bacon

Act/Summary/Compliance Letter � FAA/PFC funding only.

13. Quality Assurance Testing Results.

B. Book 2

1. Record Drawings:

2. As Built Drawings (3 sets and a CD in AutoCad format .dwg)

3. O&M manuals (3 sets for the airport)

4. Photo Log

5. Final Contract Specifications

COORDINATION AND CLOSEOUT

01 04 00-8

C. Book 3

1. Quality Control Plan

2. Safety Plan

3. Resumes/24 hour Contact Information on �key� personnel

END OF SECTION 01 04 00

CUTTING AND PATCHING

01 04 50-1

CITY OF TALLAHASSEE, FLORIDA SECTION 01 04 50 � CUTTING

TALLAHASSEE INTERNATIONAL AIRPORT AND PATCHING

CBIS EXPANSION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this section.

1.2 SUMMARY

A. This section includes administrative and procedural requirements for cutting and patching.

B. Definition: "Cutting and patching" includes cutting into existing construction to provide for the installation or performance of other work and subsequent fitting and patching required to restore surfaces to their original condition.

1. Cutting and patching is performed for coordination of the work, to uncover work for access or inspection, to obtain samples for testing, to remove and replace defective work or work not conforming to the Contract Documents, to permit alterations to be performed or for other similar purposes.

2. Cutting and patching performed during the manufacture of products, or during the initial fabrication, erection or installation processes is not considered to be "cutting and patching" under this definition. Drilling of holes to install fasteners, sleeving and similar operations are also not considered to be "cutting and patching."

C. Related Sections: The following sections contain requirements that relate to this section:

1. Division 1, Section 013113 � PROJECT COORDINATION for procedures for coordinating cutting and patching with other construction activities.

2. Refer to other sections for specific requirements and limitations applicable to cutting and patching individual parts of the work.

a. Requirements of this section apply to electrical installations.

Refer to Division 16 sections for other requirements and limitations applicable to cutting and patching and electrical installations.

CUTTING AND PATCHING

01 04 50-2

1.3 SUBMITTALS

A. Cutting and Patching Proposal: Submit a proposal describing procedures a minimum of 10 working days in advance of the time cutting and patching will be performed if the Owner requires approval of these procedures before proceeding. Request approval to proceed. Include the following information, as applicable, in the proposal:

1. Describe the extent of cutting and patching required. Show how it will be performed and indicate why it cannot be avoided.

2. Describe anticipated results in terms of changes to existing construction.

Include changes to structural elements and operating components as well as changes in the building's appearance and other significant visual elements.

3. List products to be used and firms or entities that will perform work.

4. Indicate dates when cutting and patching will be performed.

5. Utilities: List utilities that cutting and patching procedures will disturb or affect. List utilities that will be relocated and those that will be temporarily out-of-service. Indicate how long service will be disrupted.

6. Where cutting and patching involves adding reinforcement to structural elements, submit details and engineering calculations showing integration of reinforcement with the original structure.

7. Approval by the Architect to proceed with cutting and patching does not waive the Architect's right to later require complete removal and replacement of unsatisfactory work.

1.4 QUALITY ASSURANCE

A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would change their load-carrying capacity or load-deflection ratio.

1. Obtain approval of the Architect before cutting and patching any structural elements, including, but not limited to, the following:

a. Foundation construction.

b. Bearing and retaining walls.

c. Structural concrete.

d. Structural steel.

e. Lintels.

f. Structural decking.

g. Miscellaneous structural metals.

h. Exterior window-wall construction.

i. Equipment supports.

j. Piping, ductwork, vessels, and equipment.

k. Shoring, bracing and sheeting.

B. Operational Limitations: Do not cut and patch operating elements or related components in a manner that would result in reducing their capacity to perform

CUTTING AND PATCHING

01 04 50-3 as intended, or result in increased maintenance, or decreased operational life or safety.

1. Obtain approval of the Architect before cutting and patching any operating elements or safety related systems, including, but not limited to, the following:

a. Primary operational systems and equipment.

b. Air or smoke barriers.

c. Water, moisture, or vapor barriers.

d. Membranes and flashings.

e. Fire protection systems.

f. Noise and vibration control elements and systems.

g. Control systems.

h. Communication systems.

i. Electrical wiring systems.

C. Visual Requirements: Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would reduce the building's aesthetic qualities or result in visual evidence of cutting and patching. Remove and replace construction cut and patched in a visually unsatisfactory manner, as judged by the Architect, at no additional cost to the Owner.

1.5 WARRANTY

A. Existing Warranties: Replace, patch, and repair material and surfaces cut or damaged by methods and with materials in such a manner as not to void any warranties required or existing.

PART 2 - PRODUCTS

2.1 MATERIALS, GENERAL

A. Except as otherwise indicated, or as directed by the Architect, use materials identical to existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible if identical materials are unavailable or cannot be used. Use materials whose installed performance will equal or surpass that of existing materials.

PART 3 - EXECUTION

3.1 INSPECTION

A. Examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed before cutting. If conditions are not as anticipated, immediately notify the Architect and secure needed directions. Do not proceed

CUTTING AND PATCHING

01 04 50-4 until unanticipated conditions have been resolved. Proceeding without Architect�s approval and/or direction will be at the Contractors risk.

3.2 PREPARATION

A. Temporary Support: Provide temporary support of work to be cut.

B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations.

C. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

D. Avoid cutting existing pipe, conduit, or ductwork serving the building but scheduled to be removed or relocated until provisions have been made to bypass them.

3.3 PERFORMANCE

A. General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay.

1. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition.

B. Cutting: Cut existing construction using methods least likely to damage elements retained or adjoining construction. Review proposed procedures with the original Installer; comply with the original Installer's recommendations.

1. In general, where cutting, use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces.

3. Cut through concrete and masonry using a cutting machine, such as a Carborundum saw or a diamond-core drill.

4. Comply with requirements of applicable Division 2 sections where cutting and patching requires excavating and backfilling.

5. Where services are required to be removed, relocated, or abandoned, by-pass utility services, such as pipe or conduit, before cutting. Cut-off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by-passing and cutting.

CUTTING AND PATCHING

01 04 50-5

C. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances.

1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation.

2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing.

3.4 CLEANING

A. Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar items. Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials.

Restore damaged pipe covering to its original condition.

END OF SECTION 01 04 50

PROJECT MEETINGS

01 20 00-1

CITY OF TALLAHASSEE, FLORIDA SECTION 01 20 00

TALLAHASSEE INTERNATIONAL AIRPORT PROJECT MEETINGS

CBIS EXPANSION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification sections, apply to this section.

1.2 SUMMARY

A. This section specifies administrative and procedural requirements for project meetings including but not limited to:

1. Preconstruction Conference.

2. Pre-Installation Conferences.

3. Coordination Meetings.

4. Progress Meetings.

B. Construction schedules are specified in another Division 1 section.

1.3 PRECONSTRUCTION CONFERENCE

A. Schedule a preconstruction conference and organizational meeting at the project site or other convenient location after execution of the agreement and prior to commencement of construction activities. Conduct the meeting to review responsibilities and personnel assignments.

B. Attendees: The Owner, Architect, Engineer and their consultants, the Contractor and its superintendent, major Subcontractors, manufacturers, suppliers and other concerned parties shall each be represented at the conference by persons familiar with and authorized to conclude matters relating to the work.

C. Agenda: Discuss items of significance that could affect progress including such topics as:

1. Tentative construction schedule.

2. Critical work sequencing.

3. Designation of responsible personnel.

4. Procedures for processing field decisions and Change Orders.

5. Procedures for processing Applications for Payment.

6. Submittal of Shop Drawings, Product Data and Samples.

7. Access to the secure area.

8. Office, work and storage areas.

PROJECT MEETINGS

01 20 00-2

9. Equipment deliveries and priorities.

10. Security.

11. Housekeeping.

12. Recycling of Construction Debris

1.4 PRE-INSTALLATION CONFERENCES

A.…