BP-048_ORL_East_Ramp_Rehab_Ph1_Project_Manual_2025-01-24.pdf

PROJECT MANUAL

INCLUDING CONSTRUCTION SPECIFICATIONS

for

BP-048

EAST RAMP REHABILITATON – PHASE 1

ORLANDO EXECUTIVE AIRPORT

365 Rickenbacker Drive Orlando, Florida 32803

90% REVIEW DOCUMENTS

Issue Date

January 24, 2025

GREATER ORLANDO AVIATION AUTHORITY

Documents Prepared and Submitted by:

Mead & Hunt, Inc.

4010 W Boy Scout Blvd, Suite 1000, Tampa, FL 33607 Phone: (813)210-874

BP-048, EAST RAMP REHABILITATION – PHASE 1

TABLE OF CONTENTS-1

Mead & Hunt January, 2018

CONTINUING CONTRACTS VERSION

TABLE OF CONTENTS

DIV 0

TO BE REVIEWED WITH GOAA AND UPDATED

PROCUREMENT AND CONTRACTING REQUIREMENTS EDITION

00 11 13 Advertisement for Bids-nf January 2018 00 21 13 Instructions to Bidders-c January 2018 00 31 11 Project Directory January 2018 00 41 13 Bid Form-nf Stipulated Sum (Single-Prime Contract) January 2018 00 41 13.13 Exhibit A - Schedule of MWBE Subcontractor Participation of Total November 2014

Bid Price 00 41 13.14 Exhibit B - Schedule of LDB/VBE Subcontractor Participation of Total January 2018

Bid Price 00 43 13 Bid Security Form November 2014 00 45 13 Bidder’s Qualifications November 2014 00 52 13 Agreement Form-nf Stipulated Sum (Single-Prime Contract) November 2014 00 61 13 Performance and Payment Bond Cover Sheet November 2014 00 61 13.13 Performance Bond Form November 2014 00 61 13.16 Payment Bond Form November 2014 00 61 13.19 Performance and Payment Bond Certification Form November 2014 00 62 16 00 62 76.19 00 62 93 00 65 19.29 00 65 19.33 00 72 13 00 73 00 00 73 19.33 00 73 93 00 73 93.01

Certificate of Insurance Form Partial Release for Reduction of Retainage Construction Administration Forms Final Release Form Subcontractor Final Release Form General Conditions- Stipulated Sum (Single-Prime Contract) Supplementary Conditions of the Contract for Construction Hazardous Materials Special Conditions Regarding Construction at Airport Facilities Security and Badging at Airports

November 2014 November 2014 January 2018 November 2014 November 2014 January 2018 January 2018 November 2014 May 2016 November 2014

TABLE OF CONTENTS-2

DIV 1 GENERAL REQUIREMENTS

EDITION

01 11 00 Summary of Work July 2019 01 21 00 Allowances July 2019 01 23 00 Alternates July 2019 01 25 00 Substitution Procedures July 2019 01 29 73 Schedule of Values July 2019 01 31 00 Project Management and Coordination July 2019 01 31 14.13 System Interruptions/Utility Outage Notification Procedures July 2019 01 31 19 Project Meetings July 2019 01 32 13 Scheduling of Work July 2019 01 32 33 Photographic Documentation July 2019 01 33 23 Shop Drawings, Product Data and Samples July 2019 01 33 29 Sustainable Material Content Forms July 2019 01 35 46 Indoor Air Quality July 2019 01 42 00 References July 2019 01 43 39 Visual Mock-Up Requirements July 2019 01 45 00 Quality Control July 2019 01 50 00 Temporary Facilities and Controls July 2019 01 55 30 Requirements for use of Canal Road July 2019 01 60 00 Product Requirements July 2019 01 71 23 Field Engineering July 2019 01 73 29 Cutting and Patching July 2019 01 74 19 LEED V4 Construction Waste Management and Disposal July 2019 01 74 23 Final Cleaning July 2019 01 78 00 Closeout Submittals July 2019 01 81 13.14 Sustainable Design Requirements - LEED v4 BD+C July 2019 01 91 13 General Commissioning Requirements July 2019 01 91 15 Facility Exterior Enclosure Commissioning July 2019

ITEM

TECHNICAL SPECIFICATIONS

DESCRIPTION

PAGE

C-105* Mobilization C-105-1 to C-105-2 C-102*

P-101* P-152* P-211*

Temporary Air and Water Pollution, Soil Erosion, and Siltation Control Preparation/Removal of Existing Pavement Excavation, Subgrade, and Embankment Limerock Base Course

C-102-1 to C-102-4

P-101-1 to P-101-2 P-152-1 to P-152-6 P-211-1 to P-211-5

P-401* P-602* P-603* P-620*

Asphalt Mix Pavement Emulsified Asphalt Prime Coat Emulsified Asphalt Tack Coat Runway and Taxiway Marking

P-401-1 to P-401-21 P-602-1 to P-602-4 P-603-1 to P-603-4 P-620-1 to P-620-6

TABLE OF CONTENTS-2

Appendix A FAA Advisory Circulars

AC 150/5370-2G Operational Safety on Airports during Construction

* These items are from FAA AC 150/5370-10H Standards for Specifying construction of Airports. Some of these specifications have been modified to meet project specific and local requirements.

2169des Text Box

DIVISION 0

TO BE PROVIDED AND COORDINATED WITH GOAA

2169des Text Box

DIVISION 1

i Mead & Hunt GOAA July 2019

DIVISION 01 TABLE OF CONTENTS

DIV 01 GENERAL REQUIREMENTS EDITION

01 11 00 Summary of Work July 2019 01 21 00 Allowances July 2019 01 23 00 Alternates July 2019 01 25 00 Substitution Procedures July 2019 01 29 73 Schedule of Values July 2019 01 31 00 Project Management and Coordination July 2019 01 31 14.13 System Interruptions/Utility Outage Notification Procedures July 2019 01 31 19 Project Meetings July 2019 01 32 13 Scheduling of Work July 2019 01 32 33 Photographic Documentation July 2019 01 33 23 Shop Drawings, Product Data and Samples July 2019 01 33 29 Sustainable Material Content Forms July 2019 01 35 46 Indoor Air Quality July 2019 01 42 00 References July 2019 01 43 39 Visual Mock-Up Requirements July 2019 01 45 00 Quality Control July 2019 01 50 00 Temporary Facilities and Controls July 2019 01 55 30 Requirements for use of Canal Road July 2019 01 60 00 Product Requirements July 2019 01 71 23 Field Engineering July 2019 01 73 29 Cutting and Patching July 2019 01 74 19 LEED V4 Construction Waste Management and Disposal July 2019 01 74 23 Final Cleaning July 2019 01 78 00 Closeout Submittals July 2019 01 81 13.14 Sustainable Design Requirements - LEED v4 BD+C July 2019 01 91 13 General Commissioning Requirements July 2019 01 91 15 Facility Exterior Enclosure Commissioning July 2019

ORLANDO EXECUTIVE AIRPORT SUMMARY OF WORK

BP-048, EAST RAMP REHABILITATION – PHASE 1 SECTION 01 11 00

01 11 00 - 1

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 PROJECT DESCRIPTION

A. Project/Work Identification:

1. The General overall description of the Work of the Contract for the:

BP-048, East Ramp Rehabilitation – Phase 1 Orlando Executive Airport Orlando, Florida can be summarized for purposes of administration and payment in the manner of project segments as follows:

2. The Project consists of the removal of existing asphalt, base course, and subgrade, construction of new limerock base course, new asphalt pavement, pavement markings, a new high mast light pole, and all associated work.

1.3 CONTRACTOR USE OF PREMISES

A. Limit use of the premises to construction activities within areas indicated; allow for any Owner and tenant occupancy, and use by the public.

1. Minimize any disruption to all operating areas, including parking areas.

a. Existing public services and utility systems shall remain in operation during the construction period, excluding times required for installation of new work unless specifically allowed by the Contract.

b. Schedule and coordinate outages and interruptions of public service with the OAR.

See the specific forms for processes and time constraints. Utilize the following forms:

1) Form #018 System Interruption/Utility Outage Notification.

2) Form #018a System Interruption/Utility Outage Notification Procedured.

3) Form #018b Roofing Impact Notification

4) Form #018c Security System Interruption/Outage Request

2. Provide all temporary directional signage, safety, and barricading required for passenger services.

01 11 00 - 2

a. Submit a plan indicating signage, safety, and barricading for access routes, storage areas and work sites, at the pre-construction meeting.

b. Directional signing at the access gate and or along the delivery route to the storage area or work site shall be as directed by the OAR.

3. Confine operations to areas within Contract limits indicated. Portions of the site beyond areas in which construction operations are indicated are not to be disturbed.

4. Access to site shall be shown on the plans or as directed by the OAR. Do not permit any unauthorized construction personnel or traffic on the site. Provide for traffic control to and from the various construction areas. Immediately clean-up any debris deposited along the access road as a result of construction traffic.

a. Keep driveways and entrances serving the premises clear and available to the Owner, Tenant, their employees at all times, and the public. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site.

5. All material orders for delivery to the site will use as a delivery address the access point at the Contractor’s storage site.

a. Coordinate with the OAR and allow for the least possible disruption of the facilities normal operations for delivery of materials and removal of demolished and discarded materials.

b. Delivery of materials and removal of demolished and discarded materials shall be scheduled as follows:

1) Schedule and coordinate all deliveries and removal of debris between the hours of 7:00 AM and 6:00 PM each day of the work week unless other time are coordinated with the OAR.

6. The limits of construction material storage areas, equipment storage areas, and parking areas shall be as indicated in the documents or as directed by the OAR. Erect and maintain suitable fencing, marking and warning devices suitable for both day/night use to delineate the perimeter of all such areas.

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

1.4 OWNER OCCUPANCY

A. Full Owner Occupancy: The Owner, its tenants, and the public will occupy the site and existing building and adjacent facilities (outside the limits of the construction area unless specified) during the entire construction period. Cooperate with the Owner during construction operations to minimize conflicts, facilitate occupancy usage, and protect persons and property in the project area during the entire construction period. Perform the Work so as not to interfere with the Owner's operations.

1. Unless otherwise directed by the Owner, work shall be scheduled between the hours of 7:00

AM until 6:00 PM each day.

01 11 00 - 3

1.5 LAWS, PERMITS, AND REGULATIONS

A. Comply with all applicable laws, ordinances, regulations, codes, ADA requirements.

B. Obtain and pay for all license and permits, all fees and charges for connection to outside services and parking for Contractor's vehicles.

C. Abide by FAA and Owner’s safety and security regulations and procedures relative to access to, and work in, Airport Operations Areas and secured facilities.

D. Comply with Owner’s insurance requirements.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 01 11 00

01 11 00 - 4

THIS PAGE INTENTIONALLY LEFT BLANK

ORLANDO EXECUTIVE AIRPORT ALTERNATES

BP-048, EAST RAMP REHABILITATION – PHASE 1 SECTION 01 23 00

01 23 00 - 1

SECTION 01 23 00 - ALTERNATES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. This Section includes administrative and procedural requirements governing Alternates.

1.3 DEFINITIONS

A. Definition: An Alternate is certain work defined in the Bid Documents that may be added to or deducted from the Base Bid scope of work if the Owner decides to accept the Alternate. An Alternate can include changes in either the amount of construction to be completed, or in the products, materials, equipment, systems, or installation methods described in the BidDocuments for the Base Bid scope of work.

1. The cost or credit for each alternate is stated on the Bid Form as the net addition to or deduction from the Base BidPrice to incorporate the Alternate into the Work. No other adjustments are made to the Base Bid Price.

1.4 PROCEDURES

A. Coordination: Modify or adjust affected adjacent work as necessary to completely and fully integrate the Alternate(s) work into the Project.

1. Include as part of each Alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not mentioned as part of the Alternate.

B. Notification: The Owner will notify each party involved, in writing, if Alternates have been accepted, rejected, or deferred for later consideration.

C. Schedule: A schedule of Alternates is included below . Pricing for each Alternate must be included on the Bid Form. Specification Sections referenced in the Schedule contain requirements for materials necessary to achieve the Work described under each alternate.

PART 2 - PRODUCTS (Not Applicable)

ORLANDO EXECUTIVE AIRPORT ALTERNATES

BP-048, EAST RAMP REHABILITATION – PHASE 1 SECTION 01 23 00

01 23 00 - 2

PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

The Base Bid shall consist of the replacement of pavement on a portion of the East Ramp as defined on the project plans along with all other associated work within these limits.

The Additive Alternate Bid shall consist of the replacement of an additional portion of the East Ramp as defined on the plans. This additive bid schedule shall also include the replacement of a high mast light pole and all associated work.

The owner may elect to award or not award the additive alternate based upon project funding at the time of bidding.

END OF SECTION 01 23 00

ORLANDO EXECUTIVE AIRPORT SUBSTITUTION PROCEDURES

BP-048, EAST RAMP REHABILITATION SECTION 01 25 00

01 25 00 - 1

SECTION 01 25 00 – SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. This Section specifies administrative and procedural requirements for handling requests for substitutions made after the Project is advertised.

B. Procedural requirements governing the Contractor's selection of products and product options are included under Section "Materials and Equipment."

1.3 DEFINITIONS

A. Definitions used in this Section are not intended to change or modify the meaning of other terms used in the Contract Documents.

B. Substitutions: Requests for Substitution are changes proposed by the Contractor in products, materials, equipment, and methods of construction required by Contract Documents.

1. The following are not considered Substitutions:

a. Revisions to Contract Documents requested by the Owner or Designer.

b. Specified options of products and construction methods included in Contract

Documents.

c. Revisions required for the Contractor to comply with governing regulations and orders issued by governing authorities.

C. Substitutions requested by Bidders during the bidding period are subject to the requirements specified in this Section for substitutions. The Owner’s decision on the Request for Substitution during bidding will only be made by means of a Bid Addendum.

1.4 SUBMITTALS

A. Substitution Request Submittal: Requests for substitution during bidding may be considered if submitted as directed in the Instructions to Bidders at least fourteen (14) days before Bid date.

Requests received after this time may be rejected at the discretion of the Owner. Request for substitution received after Contract award must be made to the OAR. The OAR will render a decision on such a Request for Substitution within thirty (30) days after the complete Request for Substitution has been received by the OAR.

01 25 00 - 2

B. Each Request for Substitution (whether during bidding or after Contract award) must be submitted as follows: Submit four (4) copies of each request for substitution for consideration. Submit requests in the form and in accordance with procedures required for Change Order proposals in the General Conditions. Substitution Request Form: Use "Contractor's Request For Substitution" form (3 pages) provided at end of this Section.

1. Identify the product, or the fabrication or installation method to be replaced in each request.

Include related Specification Section and Drawing numbers. Provide complete documentation showing compliance with the requirements for substitutions, and the following information, as appropriate:

a. Product Data, including Drawings and descriptions of products, fabrication and installation procedures.

b. Samples, where applicable or requested.

c. A detailed comparison of significant qualities of the proposed substitution with those of the Work specified. Significant qualities may include elements such as size, weight, durability, code compliance, maintenance requirements, energy usage, and sustainable design requirements, performance, key components and visual effect.

d. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by the Owner and separate Contractors that will become necessary to accommodate the proposed substitution.

e. A statement indicating the substitution's effect on the Contractor's Construction Schedule compared to the schedule without approval of the substitution. Indicate the effect of the proposed substitution on overall Contract Time.

f. Cost information, including a proposal of the net change, if any in the Contract Sum.

When specifically required by the OAR, the cost information shall include a 10-year return on investment study indicating both First Costs, Operation and Maintenance costs as well as energy usage variations (as applicable) at a minimum.

g. Certification by the Contractor that the substitution proposed is equal-to or better in every significant respect to that required by the Contract Documents, and that it will perform adequately in the application indicated. Include the Contractor's waiver of rights to additional payment or time that may subsequently become necessary as a result of downstream constructability issues that may arise or failure of the substitution to perform adequately.

h. A paragraph by paragraph comparison and analysis of the related specification section indicating compliance or variation from specification standard. If specified with a “Basis of Design”, provide a comparison and analysis of each component of the manufacturers’ detailed specification for the “Basis of Design”. Each variation shall be substantiated with necessary submission to validate products compliance with specifications.

i. Failure to include the above requirements in the Request for Substitution may be cause for rejection in its entirety.

C. The Contractor must, prior to submitting to the OAR, thoroughly review all requests for substitution proposed by its subcontractors to ensure that the reuest is not only complete as outlined above but also that the Contractor endorses the request. Requests for Substitution from subcontractors received by the OAR which have not been thoroughly reviewed and endorsed by the Contractor will be rejected, D. OAR’s Action: Additional information or documentation necessary for evaluation of the request may be requested. Notification of approved substitutions will be made by Addendum prior to bid and by a Change Notice after bid.

01 25 00 - 3

PART 2 - PRODUCTS

2.1 SUBSTITUTIONS

A. Conditions: The substitution request will be received and considered by the OAR when one or more of the following conditions are satisfied, as determined by the OAR; otherwise requests will be returned without action except to record noncompliance with these requirements.

1. Extensive revisions to Contract Documents are not required.

2. Proposed changes are in keeping with the general intent of Contract Documents.

3. The request is timely, fully documented and properly submitted.

4. The request is directly related to an "or approved substitution" clause or similar language in the Contract Documents.

5. The specified product or method of construction cannot be provided within the Contract Time.

The request will not be considered if the product or method cannot be provided as a result of failure to pursue the Work promptly or coordinate activities properly.

6. The specified product or method of construction cannot receive necessary approval by a governing authority, and the requested substitution can be approved.

7. A substantial advantage is offered the Owner, in terms of cost, time, energy conservation or other considerations of merit, after deducting offsetting responsibilities the Owner may be required to bear. such as additional compensation required for the OAR and Designer for redesign and evaluation services, increased cost of other construction by the Owner or separate contractors, and similar considerations.

8. The specified product or method of construction cannot be provided in a manner that is compatible with other materials, and where certification is provided that the substitution will overcome the incompatibility.

9. The specified product or method of construction cannot be coordinated with other materials, and where certification is provided that the proposed substitution can be coordinated.

10. The specified product or method of construction cannot provide a warranty required by the Contract Documents and where certification is provided that the proposed substitution provides the required warranty.

11. Where a proposed substitution involves more than the Contractor, each subcontractor shall cooperate with the Contractor to coordinate the Work, provide uniformity and consistency, and to assure compatibility of products.

B. The submittal and the OAR’s acceptance of Shop Drawings, Product Data or Samples that relate to construction activities not complying with the Contract Documents does not constitute an acceptable or valid request for substitution, nor does it constitute approval.

C. If the use of a substitute product requires additional work or modifications to new or existing facilities, all such additional work, including utility modifications shall be borne by the Contractor.

2.2 PROCEDURES

A. Selection Procedures: Options in product selection is governed by the Contract Documents and governing regulations, not by previous industry tradition or project experience. Procedures governing product selection include, but are not limited to the following:

1. Proprietary Specification Requirements: Where a single product or manufacturer is named, provide the product indicated. Other products will not be considered by the OAR.

01 25 00 - 4

a. Advise the OAR before proceeding when it is discovered that the named product is not a feasible solution.

2. Semi-proprietary Specification Requirements: Where two or more products and manufacturers are named, provide one of the products indicated. No substitutions will be permitted unless the specification indicates consideration of other products.

a. When products are specified by one manufacturer's model numbers or performance criteria with reference to other acceptable manufacturers, products manufactured by the acceptable manufacturers listed must meet minimum performance criteria specified or meet quality of models specified.

b. Advice the OAR before proceeding when it is discovered that the named product is not a feasible solution.

3. Performance Specification Requirements: Where Specifications require compliance with performance requirements, provide products that comply with the requirements and are recommended by the manufacturer for the application indicated. General overall performance of a product is implied where the product is specified for a specific application.

4. Sustainable Design Requirements: Where Specifications require compliance with specific LEED Credits or Sustainable Design components, provide products that comply with those same requirements or components.

5. Compliance with Standards, Codes, and Regulations: Where the Specifications only require compliance with an imposed code, standard, or regulation, select a product that complies with the standards, codes or regulations specified.

END OF SECTION 01 25 00

01 25 00 - 5

CRFS NO.: ___________

CONTRACTOR’S REQUEST FOR SUBSTITUTION

The undersigned hereby submits for consideration the following request for substitution in lieu of the specified item.

Specification Section and Paragraph:

Drawings and Details affected:

Specified Item/Mfr/Model No.:

Proposed Substitution: (Define)

It is the Contractor’s responsibility to provide all information necessary to determine the proposed substitution is equal or better than the specified item. Submit complete product description, drawings, photographs, performance and test data, samples and other information necessary for side-by-side evaluation. Fill in ALL BLANKS below:

1. Provide specific reason why this request for substitution is being made:______________________________ __

2. Identify the recycled materials or components, or the features of this proposed substitution which support its status as “environmentally friendly”.

3. Does the substitution meet the specified sustainability and/or LEED requirements? Yes______ No______. If “yes”,explain:

4. Will approval of the proposed substitution affect dimensions, locations, or configurations shown on drawings?

Yes______ No______. If “yes”, explain: _______________________________________________________

5. What are the differences between the specified item and the proposed substitution?

6. Will changes be required to the building or other construction in order to properly install or accommodate the requested substitution? Yes _____ No _____: If “Yes”, explain: ____________________________________

7. Will the Contractor pay for any changes to the building design including re-design, engineering and detailing costs caused by this approval? Yes _____ No ______ If “No”, explain: _____________________________

01 25 00 - 6

8. Will the requested substitution meet all applicable Codes, Ordinances, and regulations for this specific application? Yes _____ No ______ If “No”, explain:_______________________________________________

9. Will approval of the requested substitution affect the Work of other trades? Yes ____ No ____ If “Yes”, explain:

10. Will approval of the requested substitution affect the specified warranty? Yes ____ No ____ If “Yes”, explain:

11. Has the requested substitution been used locally in similar applications? Yes ______ No _______ If “Yes”, identify nearest location:

12. Will maintenance and service parts be locally available for the requested substitution? Yes ______ No______

If “”no”, identify nearest location: _______________________________________________________________

13. Will the requested substitution require waiving of any qualifications or other requirements? Yes _____ No ____

If “Yes”, explain: ____________________________________________________________________________

14. Are there any license fees or royalties associated with the requested substitution? Yes ______ No _______

If “Yes”, explain:____________________________ ______________________________________________

15. Will the requested substitution affect the construction progress schedule? Yes ____ No ____ If “Yes”, explain:

16. Will Owner receive a credit ($$$$) for this proposed substitution? Yes _______ No _______ If “Yes” – state the amount : $________________; if “No”, explain: ___________________________________________

17. Will the date of Substantial Completion be decreased in time if he requested substitution is approved? Yes ___

No ______ If “Yes”, date number of calendar days (________); if “No”, explain: _________________________

The Architect and Owner will not be required to prove any product is not equal or suitable for the Project.

CONTRACTOR’S CERTIFICATION OF EQUAL PERFORMANCE AND ASSUMPTION OF LIABILITY FOR

EQUAL PERFORMANCE

The undersigned Contractor states that the performance, function, quality and durability are equivalent or superior to the specified item. If Contractor is a corporation, the legal name of the corporation shall be set forth below, together with signature(s) of he officer of officers authorized to sign contracts, on behalf of the corporation and corporate seal.

01 25 00 - 7

If Contractor is a partnership, the true name of the firm and the name(s) of the general partner(s) shall be set forth below with the signature(s) of the partner or partners authorized to sign contracts on behalf of the partnership, and if the Contractor is an individual, his signature shall be placed below. Failure to provide legally binding signature(s) will result in non-consideration of this Request For Substitution..

Submitted By Corporate Seal)

_________________________________________________ Attest (If Corporation) Signature Date

Name (Print)

Title

Firm (Print)

Street Address

City, State, Zip

Witness: __________________________________________ (If partnership or individual)

ARCHITECT’S ACTION

_____ Approved By______________________________________ Date: _____________________ (Signature Required)

_______________________________________ Date: _____________________ (Print Firm Name)

_____ Not Approved By_______________________________________ Date: ____________________ (Signature Required)

________________________________________ Date: ____________________

OAR ACTION

_____ Approved By______________________________________ Date: _____________________ (Signature Required)

_______________________________________ Date: _____________________ (Print Firm Name)

_____ Not Approved By_______________________________________ Date: ____________________ (Signature Required)

________________________________________ Date: ____________________

01 25 00 - 8

ORLANDO EXECUTIVE AIRPORT SCHEDULE OF VALUES

BP-048, EAST RAMP REHABILITATION – PHASE 1 SECTION 01 29 73

01 29 73 - 1

SECTION 01 29 73 - SCHEDULE OF VALUES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. Section includes: Schedule of Values.

1. When requested by the OAR, support values given with substantiating data.

2. Use Schedule of Values as a basis for the Applications for Payment.

B. Time Coordination: In coordination of initial submittals and other administrative start-up activities, submit Schedule of Values to the OAR at the earliest feasible date, but in no case later than seven

(7) days before initial payment request is to be submitted. The Contractor’s Application for Payment cannot be processed for payment until the Contractor has submitted a Schedule of Values acceptable to the OAR.

1.3 FORM OF SUBMITTAL

A. Use AIA Document G-703 Continuation Sheet for the submittal format and provide to the OAR in a MS Excel electronic file.

B. Unless otherwise directed by the OAR, use Table of Contents of the Project Manual as a basis for format or, if a unit price contract, use unit price schedule.

C. Identify each line with number and title as listed in Table of Contents of the Project Manual or unit price schedule.

1.4 PREPARING AND SUBMITTING SCHEDULE OF VALUES

A. The Schedule of Values will be used as a basis for determining progress payments on the Contract.

The Schedule of Values shall be a schedule of cost loaded construction activities equal, in total, to the awarded Contract Price and shall be in a form and of sufficient detail to correctly represent a reasonable apportionment of the Contract Price. Prepare Schedule of Values, in coordination with Progress Schedule. Correlate line items with other administrative schedules and forms required for the Work, including progress schedule, Application for Payment form, listing of subcontractors, schedule of Alternates, schedule of Allowances, listing of products and principal suppliers and fabricators, and schedule of submittals.

B. Provide breakdown of Contract Price in sufficient detail to facilitate continued evaluation of payment requests and progress reports. Breakdown amounts of major cost items into several line items.

Round off to nearest whole dollar, but with total equal to Contract Sum.

01 29 73 - 2

C. Submit one (1) copy of the Schedule of Values to the OAR.

D. Arrange schedule of values with columns to indicate generic name of item, related Specification Sections; subcontractor, supplier, manufacturer, or fabricator; change orders which have affected value; dollar value of item, and percentage of Contract Sum to nearest one-hundredth percent and adjusted to total 100 percent.

E. Margins of Cost:

1. Show line items of indirect costs, and margins on actual costs, only to extent such items will be individually listed in payment requests.

2. Establish each item in Schedule of Values and in payment requests to be complete with total expenses and proportionate share of general overhead and profit margin.

3. Major cost items, which are not directly cost of actual work-in-place, such as distinct temporary facilities, may be either shown as line items in Schedule of Values or distributed as general overhead expense.

F. Break down installed cost into:

1. Cost of product, delivered and unloaded at Job Site with taxes paid. (List under Column F, G-703)

2. Total installed cost, with overhead and profit. (List under Column C, G-703).

1.5 SUBSCHEDULE OF UNIT MATERIAL VALUE

A. Submit a sub-schedule of unit costs and quantities for products for which payments will be requested for stored materials.

B. The form of submittal shall parallel that of the Schedule of Values, with each item identified the same as the line item in the Schedule of Values.

C. The unit quantity for bulk materials shall include Contractor’s overages for normal waste.

D. The unit values for the materials: the cost of the material including taxes, delivered and unloaded at the Site.

E. The installed unit value multiplied by the quantity listed shall equal the cost of that item in the Schedule of Values.

1.6 REVIEW AND RESUBMITTAL

A. After review by the OAR, revise and re-submit Schedule (and Schedule of Material Value) as required.

PART 2 - PRODUCTS (Not Applicable)

01 29 73 - 3

END OF SECTION 01 29 73

01 29 73 - 4

ORLANDO EXECUTIVE AIRPORT PROJECT MANAGEMENT AND COORDINATION

BP-048, EAST RAMP REHABILITATION – PHASE 1 SECTION 01 31 00

01 31 00 - 1

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and General Conditions of the Contract, including 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. Conservation.

3. Coordination Drawings.

4. Administrative and supervisory personnel.

5. Cleaning and protection.

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 depend on 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.

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 OAR 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.

01 31 00 - 2

4. Progress meetings.

5. Project closeout activities.

D. Conservation: Coordinate construction operations to assure that operations are carried out with consideration given to conservation of energy, water, and materials.

1. Salvage materials and equipment involved in performance of, but not actually incorporated in, the Work.

1.4 SUBMITTALS

A. Coordination Drawings: Prepare coordination drawings where careful coordination is needed for installation of products and materials fabricated by separate entities. Prepare coordination drawings where limited space availability necessitates maximum utilization of space for efficient installation of different components.

1. Show the relationship of components shown on separate Shop Drawings.

2. Indicate required installation sequences.

3. Comply with the Article “Submittals” contained in each section.

B. Staff Names: At the Pre-Construction meeting, 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.

PART 2 - PART 2 - PRODUCTS (Not Applicable)

PART 3 - 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.

3.2 CLEANING AND PROTECTION

A. General: Refer to Division 01 74 23 for cleaning and environmental requirements, as well as all other requirements outlined within the General Conditions of the Contract for Construction.

01 31 00 - 3

B. Cleaning: Cleaning shall be performed by the Contractor on a daily basis. The entire Work area shall be left in a broom clean, or equivalent condition.

1. 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 until Substantial Completion is accepted.

2. Clean and provide maintenance on completed construction necessary through the remainder of the construction period. Adjust and lubricate operable components to assure operability without damaging effects.

C. Protection - 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.

END OF SECTION 01 31 00

01 31 00 - 4

ORLANDO EXECUTIVE AIRPORT SYSTEM INTERRUPTIONS / UTILITY

BP-048, EAST RAMP REHABILITATION – PHASE 1 OUTAGE NOTIFICATION PROCEDURES

SECTION 01 31 14.13

01 31 14.13 - 1

SECTION 01 31 14.13 – SYSTEM INTERRUPTIONS / UTILITY OUTAGE NOTIFICATION PROCEDURES

PART 1 - GENERAL

1.1. RELATED DOCUMENTS

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

B. The Contractor and their subcontractors shall comply with all system interruptions and utility outage notification requirements, procedures and/or forms specified herein.

C. Documents

1. Use the latest version of the UON Procedures for Contractors and the UON Checklist in Section 00 62 93 Construction Administration Forms

D. GOAA Construction Forms

1. Use the latest version of the UON Forms listed in Section 00 62 93 Construction Administration Forms

1.2. DEFINITIONS

Acronym Refers to:

UON Utility Outage Notification GOAA Greater Orlando Aviation Authority OAR Owner’s Authorized Representative AAR Authority’s Authorized Representative MSDS Material Safety Data Sheet PPE Personal Protection Equipment LOTO Lock-Out Tag-Out (electrical safety procedures) APM Automated People Mover BHS Baggage Handling Systems IT Information Technology GPR Ground Penetrating Radar SAM Security Area Monitor MOT Maintenance of Traffic AOC Airport Operations Center AOA Airport Operations Area AHJ Authority Having Jurisdiction

1.3. GENERAL INSTRUCTIONS

A. System interruptions and utility outage notifications (UONs) are required during maintenance tasks, renovation work, tenant moves, and new construction work (the Work) in any and all instances where existing systems, utilities, services or operations are understood to be impacted by the Work.

01 31 14.13 - 2

B. The Contractor is required to plan, research, communicate, conduct and close out all utility outage notifications issued as required for the Contractor to effectively and expeditiously conduct the Work.

C. The Contractor is required to ensure that all execution steps, those outlined herein and those implied, and those required to plan, research, communicate, conduct and close out all utility outage notifications, have been followed to minimize interruptions to existing operations while completing the Work.

D. The Contractor is required to submit the completed UONs at least 120 hours (144 hours for a Security UON) in advance of execution of the Work. The advance submittal duration for UONs submitted after 5:00 pm on a normal business day or Noon on a normal business Friday does not begin until the next normal business day. Note that advance notification time starts after Owner Authorization of the UON.

E. UONs shall be sent to the Clearinghouse by the OAR or AAR for Action; the Clearinghouse has a 48 hour clock to Accept, Reject, or Accept the UON with Modifications. The Owner (GOAA Sponsor or OAR) will authorize the UON.

F. UONs associated with Security systems must be published at least 96-hours in advance of the work, whereas all other UONs must be published at least 72-hours in advance of the work. Note that these advance notification times start after Owner’s Authorization of the UON.

G. In cases where there is both a Security UON and another type of UON (2nd UON) needed for the work, both UONs shall be sent together for Clearinghouse Action.

H. The Contractor is required to follow/make use of the latest revision of the UON Construction Forms and associated UON Procedures for Contractors and the UON Checklist.

PART 2 - PRODUCTS (not applicable)

PART 3 - EXECUTION

3.1. UON PLANNING

A. Research

1. The Contractor is required to research all available information, including review of conformed documents, as-built drawings, previous and associated UONs, and, as required, field installations and conditions, for preparation of a complete UON.

2. The Contractor is required to provide all required permits prior to execution of the Work.

B. Site Installation Crew Conference

1. The Contractor is required to conduct and evidence a site installation UON conference with the trade crew personnel that will be executing the Work outlined in the UON, on location.

C. MOT (where required)

01 31 14.13 - 3

1. The Contractor is required to include MOT information should the UON or any activity to enable the Work as outlined in the UON, impact existing vehicular or pedestrian traffic flow or patterns.

D. UON Which Includes Slab Drilling

1. The Contractor is required to include Ground Penetrating Radar or X-Ray services for all UONs that involve drilling into or through ground or concrete slabs or decks.

E. Site Safety Plan Review and Briefing

1. The Contractor is required to review the site-specific safety plan with the trade crew personnel, and evidence that the review/briefing covered proper requirements and procedures associated with Arc Flash Studies, Personal Protection Equipment (PPE), and Lock-Out/Tag-Out, as required for the Work outlined in the UON.

F. UON Affecting APM

1. The Contractor is required to coordinate with, and where required, be trained by Bombardier or Crystal Mover, on any and all Work anticipated to affect the Automated People Movers systems.

G. UON Affecting BHS

1. The Contractor is required to coordinate with GOAA Operations on all work anticipated to affect the Baggage Handling Systems.

H. UON Affecting IT

1. The Contractor is required to formally request access into Communications Rooms to the OAR who will then coordinate with the Owner. Access into any Communications Room is limited to experienced and certified personnel having GOAA photo identification badges, performing the Work and for a limited amount of time. The Owner will most likely limit access to only the firm actually performing the work in the Communications Rooms. The Contractor shall allow sufficient time (a minimum of 72 hours) for the processing of an access request for Communications Rooms.

2. The Contractor is required to coordinate with GOAA IT, through the OAR, all work anticipated to affect the infrastructure, telecommunication systems, and/or emergency telephones at the elevators.

I. UON Affecting Life Safety

1. The Contractor is required to research sprinkler valve locations and Fire Alarm Point Numbers affected; this information MUST be included in any UON submitted and must be coordinated with GOAA Life Safety, through the OAR.

2. The Contractor MUST be in communication with the COMM Center at every step outlined in the UON Checklist

3. The Contractor CANNOT leave a closed valve unattended for ANY reason (or leave property) in the closed position without either restoring the valve to its normal operating condition or establishing an OAR-approved, ongoing fire watch.

01 31 14.13 - 4

J. External Resources to Support UON

1. It is not unusual for UONs to require external resources that enable and support the actual work to be performed as outlined in the UON. The Contractor is required to provide all external resources necessary to successfully execute the UON.

2. The Contractor is required to identify the external resources required to complete the UON.

3. External resources may include, but are not limited to; personnel to direct the public around affected areas (Greeters), Security Area Monitors (SAMs), Off-Duty law enforcement officers, flagmen, elevator technicians, certified systems technicians (Life Safety – CSG), and/or temporary signage.

3.2. SITE PERMITS

A. Electrically Safe Work Condition Permit

1. All UON work associated with an energized electrical power source will require an Electrically Safe Work Condition Permit. The Contractor is required to have a qualified and licensed electrician complete all information required on the Electrically Safe Work Condition Permit.

2. The Contractor is required to coordinate, through the OAR, with GOAA Safety for its review and authorization of the Work once the appropriate safe work items and tasks have been verified.

3. The Contractor is required to display the completed and signed-off Electrically Safe Work Condition Permit in the area of Work during the entire time covered by the UON.

B. Hot Work (Burn) Permit

1. All UON work that involves grinding, welding, or dust-generating tasks will require a Hot Work (Burn) Permit. The Contractor is required to complete all information required on the Hot Work (Burn) Permit.

2. The Contractor is required to coordinate with the Airport’s Safety Consultant for its review and authorization of the Work once the Hot Work (Burn) Permit information is deemed accurate.

3. The Contractor is required to display the completed and signed-off Hot Work (Burn) Permit in the area of Work.

C. Sunshine 1 Notification for non-GOAA Owned Utility Work

1. The Contractor is required to obtain required Sunshine 1 notifications for all non-GOAA owned utility work and submit to the OAR prior to start of the UON. The Contractor is required to display notifications at the area of Work.

3.3. PRIOR TO EXECUTION OF UON WORK

A. Prior to the execution of the Work as outlined in the UON, the Contractor is required to;

1. Ensure that all equipment, tools and materials required for the Work is on site

2. Ensure adequate number of qualified personnel required for the Work is on site

3. Reassess and confirm that the timeframe to conduct the Work is adequate

4. Revisit the UON work plan and trade crew logic to complete the Work

01 31 14.13 - 5

5. Ensure the UON has been approved, and that a signed copy is in hand and displayed at the Work areas

6. When applicable, verify transfer switches go to an alternate power source before the start of the outage

B. Should temporary electrical power be required to execute the Work as outlined in the UON, the Contractor is required to:

1. Ensure the temporary electrical power source or generation unit(s) has been adequately sized to handle the load

2. Ensure the temporary electrical power source or generation unit(s) is on site and ready

3. Ensure its location has been approved by the OAR

4. Ensure proper conductors to connect the temporary electrical power generation unit(s) and transfer switch(es) are on site

5. Ensure the temporary electrical power source or generation unit(s) has been started, and voltage and rotation verified

6. Ensure sufficient fuel for the temporary electrical power generation unit(s)

7. Ensure a refueling source and spill kit have been set up

8. Ensure a dedicated fire extinguisher is available for the temporary electrical power generation unit(s)

9. Ensure a successful test run of the temporary electrical power generation unit(s) and transfer switch(es) through a complete cycle

10. Ensure that emergency contact information is displayed on the temporary electrical power generation unit(s)

11. Ensure that the temporary electrical power generation unit(s) and transfer switch(es) have been left in their proper configuration

3.4. VERBAL NOTIFICATION PRIOR TO EXECUTION OF UON WORK

A. Prior to the execution of the Work outlined in the UON, the Contractor is required to complete all tasks associated with verbally notifying interested or affected parties.