Attachment 02 - Specification MMAC HQB Lobby Remodel.pdf

ISSUED FOR CONSTRUCTION - MAY 29, 2020

HQB REMODEL LOBBY

MIKE MONRONEY AERONAUTICAL CENTER

OKLAHOMA CITY, OKLAHOMA #OK70298-002

TABLE OF CONTENTS 00005-1

00005 Table of Contents

SERIES 0 BIDDING REQUIREMENTS AND CONTRACT FORMS

DIVISION 01 - GENERAL REQUIREMENTS

011000 SUMMARY

011900 CONTRACT CONSIDERATIONS

012200 UNIT PRICES

012300 BID OPTIONS (ALTERNATES)

012500 SUBSTITUTION PROCEDURES

SUBSTITUTION FORM

013100 PROJECT MANAGEMENT AND COORDINATION

013200 CONSTRUCTION PROGRESS DOCUMENTATION

013233 PHOTOGRAPHIC DOCUMENTATION

013300 SUBMITTAL PROCEDURES

SUBMITTAL FORM AND REGISTER EXAMPLE

SUBMITTAL REGISTER

013516 ALTERATION PROJECT PROCEDURES

014000 QUALITY REQUIREMENTS

015000 TEMPORARY FACILITIES

016000 PRODUCT REQUIREMENTS

017300 EXECUTION

017700 CLOSEOUT PROCEDURES

017839 PROJECT RECORD DOCUMENTS

DIVISION 2 – EXISTING CONDITIONS

024119 SELECTIVE DEMOLITION

DIVISION 3 - CONCRETE

035300 CONCRETE TOPPINGS

DIVISION 4 - MASONRY

Not Used for this Submittal

DIVISION 5 - METALS

055000 METAL FABRICATIONS

057300 DECORATIVE METAL RAILINGS

DIVISION 6 – WOOD, PLASTICS, AND COMPOSITES

061000 ROUGH CARPENTRY

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

079200 JOINT SEALANTS

DIVISION 8 – OPENINGS

081113 HOLLOW METAL DOORS AND FRAMES

081416 FLUSH WOOD DOORS

088000 GLAZING

DIVISION 9 - FINISHES

090290.52 MAINTENANCE REPAINTING

092216 NON-STRUCTURAL METAL FRAMING

TABLE OF CONTENTS 00005-2

092900 GYPSUM BOARD

093013 CERAMIC TILING

095113 ACOUSTICAL PANEL CEILINGS

096513 RESILIENT BASE AND ACCESSORIES

096519 RESILIENT TILE FLOORING

096623 CLEANING TERRAZZO FLOORING

096813 TILE CARPETING

097200 WALL COVERINGS

097700 PREFINISHED INTERIOR PANELS

098433 SOUND-ABSORBING WALL UNITS

099123 INTERIOR PAINTING

DIVISION 10 - SPECIALTIES

102600 WALL AND DOOR PROTECTION

DIVISION 11 – EQUIPMENT

DIVISION 12 - FURNISHINGS

126100 FIXED AUDITORIUM SEATING

DIVISION 13 - SPECIAL CONSTRUCTION

DIVISION 14 - CONVEYING SYSTEMS

142123 ELEVATOR FINSHES

DIVISION 21 – FIRE SUPPRESSION

DIVISION 22 – PLUMBING

224716 PRESSURE WATER COOLERS

DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING

233346 FLEXIBLE DUCTS

233713.13 AIR DIFFUSERS

233713.23 AIR REGISTERS AND GRILLES

DIVISION 26 – ELECTRICAL

260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

260923 LIGHTING CONTROL DEVICES

265119 LED INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

TABLE OF CONTENTS 00005-3

DIVISION 31 - EARTHWORK

DIVISION 32 – EXTERIOR IMPROVEMENTS

DIVISION 33 – UTILITIES

END OF TABLE OF CONTENTS

TABLE OF CONTENTS 00005-4

SUMMARY 011000 - 1

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Phased construction.

4. Work by Owner (Government)

5. Access to site.

6. Coordination with occupants.

7. Work restrictions.

8. Specification and Drawing conventions.

9. Miscellaneous provisions.

B. Related Requirements:

1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.3 PROJECT INFORMATION

A. Project Identification: HQB Remodel Lobby.

1. Project Location: Headquarters Building (001-HQB) at the Mike Monroney Aeronautical Center, Oklahoma City, Oklahoma.

B. Owner: Federal Aviation Administration (FAA).

1. Owner's Representative: -Cynthia Hurd, Contract Officer Representative (COR) for FAA;

cynthia.hurd@faa.gov; 405-954-0313

2. Architect: Jeff Bolgren, Project Manager for Guernsey, A-E Design Consultant;

jeff.bolgren@guernsey.us; 405-416-8257.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of the following: HQB Remodel Lobby is an interior finishes replacement project the Headquarters Building (001-HQB) at the Mike Monroney Aeronautical Center in Oklahoma City, OK. Project consists of a base bid and two options with construction phases for work in six (6) areas of HQB. Work includes the following:

1. Base Project, Phase 1: Provide new finishes for the HQB first floor lobby and main corri-dor area – this is the area from the west entry doors (W101) east to the Einstein Bagel Shop consisting of VCT flooring with marble panel walls on the first floor and the area

ISSUED FOR CONSTRUCTION - MAY 29, 2020

mailto:cynthia.hurd@faa.gov mailto:jeff.bolgren@guernsey.us

SUMMARY 011000 - 2

around the open second floor. Provide new flooring, wall paint, lay-in ceilings, and new LED lighting. Finish replacement includes the vestibule area between Einstein Bagel and the main east corridor (100F). The base project includes work in stairs S-1, S-2 and S-6 (lowest level to highest level) and finish replacement in elevator cabs E-1 and E-3.

Provide new removable elevator protective pads for the E-1 elevator in the Lobby.

2. Option #01, Phase 2: Provide new carpet tile for the first floor Auditorium. Note: Auditori-um flooring has tested positive for ACM. ACM will be remediated by the government be-fore the finish work is started. Work in the Auditorium includes adding new acoustical wall panels at the west wall of the auditorium. Seating will be replaced as part of this project.

ADA compliance is not part of this project.

3. Option #02, Phase 3: Provide new finishes for corridors at the first floor and stairs S-3, S- 4, S-5, S-7 and S-8 (lowest level to highest level) and elevator cabs E-2 and E-4. Note:

Finishes for portions of the north and south first floor corridors were replaced as part of a previous project.

4. Option #02, Phase 4: Provide new finishes for corridors at the second floor

5. Option #02, Phase 5: Provide new finishes for corridors at the third floor – this excludes the recently renovated Director’s Conference Room and Corridor done as part of a sepa-rate project.

6. Option #02, Phase 6: Provide new finishes for corridors at the south basement administra-tive area. Note: South basement corridor flooring has tested positive for ACM. This will have to be remediated before the finish work is started. Provide new finishes (floors, walls, ceilings) in Room B20 of the central basement area. Provide only new ceilings in Room B21 of the central basement area. The flooring, base and wall paint were complet-ed as part of a previous project.

B. Type of Contract:

1. Project will be constructed under a single prime contract.

1.5 PHASED CONSTRUCTION

A. The Work shall be conducted in phases, with each phase substantially complete as indicated. Refer to drawings.

B. Contracting Officer’s Representative will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied prior to Owner acceptance of the completed Work.

C. Before commencing Work of each phase, submit an updated copy of Contractor's construction schedule showing the sequence, commencement and completion dates for all phases of the Work.

1.6 WORK BY OWNER

A. General: Cooperate fully with Owner so work may be carried out smoothly, without interfering with or delaying work under this Contract or work by Owner. Coordinate the Work of this Contract with work performed by Owner.

1. Preceding Work: Owner will perform the following construction operations at Project site. Those operations are scheduled to be substantially complete before work under this Contract begins.

a. Remediate asbestos-containing material (ACM) found in floor tile and mastic in several rooms involved in the finish replacement work. ACM found in BS00B, south basement corridor; Stairs BS12 (stairs east of south basement corridor); and Room 142, Auditorium.

b. ACM found in areas not part of the HQB Remodel Lobby include Room 246a and on piping and ductwork in Room 249. No work will be performed in these spaces.

c. Contractor to notify FAA if suspected ACM material is found during the work associated with this project.

SUMMARY 011000 - 3

1.7 WORK UNDER SEPARATE CONTRACTS

A. General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying Work under this Contract or other contracts. Coordinate the Work of this Contract with work performed under separate contracts.

1.8 PERMIT AND LICENSES

A. Contractor shall secure and pay for all permits, licenses, special inspections, etc. required in the execution of the Work, whether of a permanent or temporary nature.

1.9 ACCESS TO SITE

A. Use of Site: Limit use of Project site to Work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine construction operations to areas delineated in the construction drawings.

2. Driveways, Walkways and Entrances: Keep driveways, parking lots, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or for storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances by construction operations.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

B. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.

C. Contractor shall, at his own expense, ensure that all reinstalled (existing) ceiling-mounted and wall-hung alarms, sensors, exit devices, and other appurtenances are in working order after reinstallation. Contractor is responsible for fixing or replacing non-working devices after reinstallation. Note; contractor should request a pre-demolition walkthrough with FAA staff to ensure devices are in working order prior to the start of work.

D. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period. Repair damage caused by construction operations.

E. Contractor shall, at his own expense, repair all damaged areas to the interior and exterior HQB building, parking areas, driveways and roads, courtyards, turf areas and landscaping beds as a result of this work.

Contractor will thoroughly clean all paved, turf and landscape areas of debris.

F. Contractor is responsible for a safe work environment including ensuring safety of occupants in occupied portions of the building during construction. Placement of structural framing members and other construction materials will not be allowed over occupied spaces. Contractor is responsible for coordinating with FAA to minimize conflicts. Some construction work may be required to be accomplished at night, on weekends and holidays to ensure occupied space safety.

G. Contractor is to maintain a safe, accessible path through the construction work areas for government employees to egress 001-HQB in case of an emergency. Work areas are to remain accessible and operational throughout the construction process.

SUMMARY 011000 - 4

1.10 COORDINATION WITH OCCUPANTS

A. Full Owner Occupancy: Owner will occupy site and existing building(s) during entire construction period.

Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage.

Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and approval of authorities having jurisdiction.

2. Notify Owner not less than 72 hours in advance of activities that will affect Owner's operations.

1.11 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Contractor shall comply with all applicable Department of Transportation (DOT), FAA, and MMAC security directives while performing Work of this contract.

2. Contractor is to provide FAA with a Waste Management Plan prepared in accordance with FAA AMS guidelines. These guidelines include FAA AMS clause #3.6.3-22 and monthly construction/demolition waste management inventory reports. Submit plan no later than 15 days after NTP.

3. Contractor to provide proper disposal/recycling of universal wastes. Contractor shall provide proper containers for fluorescent lamps, ballasts and mercury-containing thermostats.

4. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work in the HQB building to after normal business working hours of 6:00 AM to 6:00 PM, Monday through Friday and on weekends, unless otherwise indicated.

1. Weekend Hours and/or after Normal Work Hours: Weekend and after normal work hours will be required for all work associated with this project.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

1. Notify Owner not less than five (5) days in advance of proposed utility interruptions.

2. Obtain Owner's written permission before proceeding with utility interruptions.

D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner.

1. Notify Owner not less than five (5) days in advance of proposed disruptive operations.

2. Obtain Owner's written permission before proceeding with disruptive operations.

E. Restricted Substances: Use of tobacco products and other controlled substances on Project site is not permitted.

F. Employee Identification: Work at the Mike Monroney Aeronautical Center requires all applicable Department of Transportation (DOT), FAA, and MMAC security directives to be followed. Contractor will be required to obtain proper security clearances for every worker and subcontractor worker while performing work on this contract. Contractor will obtain proper identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times.

http://www.arcomnet.com/sustainable_design.aspx?topic=114

SUMMARY 011000 - 5

G. Employee Screening: Comply with Owner's requirements for, drug and background screening of Contractor personnel working on Project site.

1. Maintain list of approved screened personnel with Owner's representative in accordance with applicable Department of Transportation (DOT), FAA, and MMAC security directives while performing Work of this contract.

1.12 PROJET SCHEDULE OF VALUE

A. The successful bidder is required to submit to FAA a detailed schedule of values that clearly sets forth the scheduled prices for each component of the project.

1. Submit the schedule of values within 20 days after the Notice to Proceed date.

1.13 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations.

3. Keynoting: Materials and products are identified by reference keynotes referencing Specification

Section numbers found in this Project Manual.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

SUMMARY 011000 - 6

CONTRACT CONSIDERATIONS 011190-1

SECTION 011190 - CONTRACT CONSIDERATIONS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Schedule of values.

B. Application for payment.

1.2 RELATED SECTIONS

A. Section 011000- Summary

B. Section 013200 –Construction Progress Documentation

C. Section 012300 –Bid Options

1.3 SCHEDULE OF VALUES

A . Submit a printed schedule on Contractor's standard form or electronic media printout.

B. Submit Schedule of Values in duplicate within 20 days after date established in Notice to Proceed.

C. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the major specification Section. Identify site mobilization, bonds and insurance.

D. Include separately from each line item, a direct proportional amount of Contractor's overhead and profit.

E. Construction Schedule with critical path submitted to COR as listed in Section 013200.

F. Revise schedule to list approved Change Orders, with each Application for Payment.

G. Coordinate related work and modify surrounding work as required

H. Include any additional items for breakdown as requested by the FAA project manager.

1.4 APPLICATIONS FOR PAYMENT

A. Content and Format: Utilize Schedule of Values for listing items in Application for Payment.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

CONTRACT CONSIDERATIONS 011190-2

UNIT PRICES 012200 - 1

SECTION 012200 - UNIT PRICES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for unit prices.

B. Related Requirements:

1. Section 012100 "Allowances" for procedures for using unit prices to adjust quantity allowances.

2. Section 012600 "Contract Modification Procedures" for procedures for submitting and handling

Change Orders.

3. Section 014000 "Quality Requirements" for field testing by an independent testing agency.

1.3 DEFINITIONS

A. Unit price is an amount incorporated into the Agreement, applicable during the duration of the Work as a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Work required by the Contract Documents are increased or decreased.

1.4 PROCEDURES

A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit.

B. Measurement and Payment: See individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections.

C. FAA reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Contracting Officer’s expense, by an independent surveyor acceptable to Contractor.

D. List of Unit Prices: A schedule of unit prices is included in Part 3. Specification Sections referenced in the schedule contain requirements for materials described under each unit price.

UNIT PRICES 012200 - 2

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF UNIT PRICES

A. Unit Price No. 1: Concrete Floor Leveling in accordance with specification section 035300

1. Description: Provide unit cost for One hundred (100) SF of floor leveling in accordance with specification section 035300.

2. Unit of Measurement: One hundred (100) square feet of floor leveling prep, material and labor complete.

B. Unit Price No. 2: Hollow Metal Frame for 3’-0” x 7’-0” opening in accordance with specification 081113.

1. Description: Provide unit cost for demolishing, prepping and installing one (1) HM frame in 3’-0” x 7’-0” opening in GWB wall in accordance with specification section 081113.

2. Unit of Measurement: One HM frame for 3’-0” x 7’-0” opening.

3. Frame to be either 5-3/4” deep or 3” deep frame, depending on wall partition type.

END OF SECTION 012200

BID OPTIONS 012300 - 1

SECTION 012300 – BID OPTIONS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for bid options.

1.3 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if the Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Bid Options described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost or credit for each Bid Option is the net addition to or deduction from the Contract Sum to incorporate Bid Options into the Work. No other adjustments are made to the Contract Sum.

1.4 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the Bid Option into Project.

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

B. Execute accepted Bid Options under the same conditions as other work of the Contract.

C. Schedule: A schedule of Bid Options and Phases is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each Bid Option.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF BID OPTIONS AND PHASES:

A. HQB Remodel Lobby is an interior finishes replacement project in the Headquarters Building (001-HQB) at the Mike Monroney Center in Oklahoma City, OK. Project consists of a base bid project and two options with construction phases for work in six (6) areas of HQB. Work includes the following:

BID OPTIONS 012300 - 2

1. Option #01, Phase 2: Provide new carpet tile for the first floor Auditorium. Note: Auditorium flooring has tested positive for ACM. ACM will be remediated by the government before the finish work is started. Work in the Auditorium includes adding new acoustical wall panels at the west wall of the auditorium. Seating will be replaced as part of this project. ADA compliance is not part of this project.

2. Option #02, Phase 3: Provide new finishes for corridors at the first floor and stairs S-3, S-4, S-5, S- 7 and S-8 (lowest level to highest level) and elevator cabs E-2 and E-4. Note: Finishes for portions of the north and south first floor corridors were replaced as part of a previous project.

3. Option #02, Phase 4: Provide new finishes for corridors at the second floor

4. Option #02, Phase 5: Provide new finishes for corridors at the third floor – this excludes the recently renovated Director’s Conference Room and Corridor done as part of a separate project.

5. Option #02, Phase 6: Provide new finishes for corridors at the south basement administrative area.

Note: South basement corridor flooring has tested positive for ACM. This will have to be remediated before the finish work is started. Provide new finishes (floors, walls, ceilings) in Room B20 of the central basement area. Provide only new ceilings in Room B21 of the central basement area. The flooring, base and wall paint were completed as part of a previous project.

END OF SECTION 012300

SUBSTITUTION PROCEDURES 012500 - 1

SECTION 012500 - SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Requirements:

1. Section 012100 "Allowances" for products selected under an allowance.

2. Section 012300 "Options" for products selected under a bid option.

3. Section 016000 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.

1.3 DEFINITIONS

A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner.

1.4 ACTION SUBMITTALS

A. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Substitution Request Form: Use facsimile of form provided at the end of this section.

2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:

a. Statement indicating why specified product or fabrication or installation method cannot be provided, if applicable.

b. Coordination of information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution.

c. Detailed comparison of significant qualities of proposed substitutions with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes, such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.

SUBSTITUTION PROCEDURES 012500 - 2

d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

e. Samples, where applicable or requested.

f. Certificates and qualification data, where applicable or requested.

g. List of similar installations for completed projects, with project names and addresses as well as names and addresses of architects and owners.

h. Material test reports from a qualified testing agency, indicating and interpreting test results for compliance with requirements indicated.

i. Detailed comparison of Contractor's construction schedule using proposed substitutions with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.

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

k. Contractor's certification that proposed substitution complies with requirements in the

Contract Documents, except as indicated in substitution request, is compatible with related materials and is appropriate for applications indicated.

l. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.

a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the Work.

b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated.

1.5 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.

1.6 PROCEDURES

A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.

1.7 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution is consistent with the Contract Documents and will produce indicated results.

b. Substitution request is fully documented and properly submitted.

c. Requested substitution will not adversely affect Contractor's construction schedule.

d. Requested substitution has received necessary approvals of authorities having jurisdiction.

e. Requested substitution is compatible with other portions of the Work.

f. Requested substitution has been coordinated with other portions of the Work.

g. Requested substitution provides specified warranty.

SUBSTITUTION PROCEDURES 012500 - 3

h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

B. Substitutions for Convenience: Not allowed unless otherwise indicated.

END OF SECTION 012500

SUBSTITUTION PROCEDURES 012500 - 4

SUBSTITUTIONS REQUEST FORM

To: Project Manager

Specified Item:

Section Page Paragraph Description

The undersigned requests consideration of the following:

Proposed Substitution: __________________________________________

The undersigned certifies that the following paragraphs, unless modified or clarified by attachments, are correct:

1. The proposed substitution does not affect dimensions shown on the Drawings.

2. The undersigned will reimburse FAA for review or redesign services associated with re-approval by authorities.

3. The undersigned will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to FAA.

4. The proposed substitution will have no adverse affect on other trades, the construction schedule, or specified warranty requirements.

5. Maintenance and service parts will be locally available for the proposed substitution.

6. Attached data includes support items listed in Section 01600, and applicable portions of the data are clearly identified.

7. Attached data also includes a description of any revisions to the Contract Documents which the proposed substitution will require for its proper installation.

The undersigned further certifies that the function, appearance and quality of the proposed substitution are equivalent or superior to the specified item.

Submitted by:

Signature _______________________________________________________

Firm ____________________________________________________________

Address _________________________________________________________

Date ___________________________

Telephone ______________________

List of Attachments:

For Use by the

DESIGN CONSULTANT

____Accepted ____Not Accepted ____Accepted As Noted ____Received Too Late

PROJECT MANAGEMENT AND COORDINATION 013100-1

013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. General coordination procedures.

2. Coordination drawings.

3. Requests for Information (RFI).

4. Project meetings.

B. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor.

C. Related Requirements:

1. Section 013200 "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule.

2.

3. Section 017700 "Contract Closeout" for coordinating closeout of the Contract.

1.3 DEFINITIONS

A. RFI: Request from Contract Manager’s Representative (COR), Architect-Engineer, or Contractor seeking information required by or clarifications of the Contract Documents.

1.4 INFORMATIONAL SUBMITTALS

A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:

1. Name, address, and telephone number of entity performing subcontract or supplying products.

2. Number and title of related Specification Section(s) covered by subcontract.

3. Drawing number and detail references, as appropriate, covered by subcontract.

B. Key Personnel Names: Within 15 calendar days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site.

Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home, office, and cellular telephone numbers and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.

1. Post copies of list in project meeting room, in temporary field office, on Project Web site, and by each temporary telephone. Keep list current at all times.

1.5 GENERAL COORDINATION PROCEDURES

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in 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.

PROJECT MANAGEMENT AND COORDINATION 013100-2

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

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

B. Coordination: Contractor shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work. Contractor shall coordinate its operations with operations, included in different Sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in 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 with other contractors to ensure maximum performance and accessibility for required maintenance, service, and repair.

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

C. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

1. Prepare similar memoranda for the COR and separate contractors if coordination of their Work is required.

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

1. Preparation of Contractor's construction schedule.

2. Preparation of the schedule of values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

8. Startup and adjustment of systems.

1.6 REQUESTS FOR INFORMATION (RFI)

A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.

1. COR will return RFIs submitted to COR or Architect-Engineer by other entities controlled by

Contractor with no response.

2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. Project name.

2. Project number.

3. Date.

4. Name of Contractor.

5. Name of Architect-Engineer.

6. RFI number, numbered sequentially.

7. RFI subject.

8. Specification Section number and title and related paragraphs, as appropriate.

9. Drawing number and detail references, as appropriate.

10. Field dimensions and conditions, as appropriate.

11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Total Time of

Completion or the Contract price, Contractor shall state impact in the RFI.

12. Contractor's signature.

13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop

Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

PROJECT MANAGEMENT AND COORDINATION 013100-3

C. RFI Forms: Software-generated form with substantially the same content as indicated above, acceptable to Architect-Engineer.

1. Attachments shall be electronic files in Adobe Acrobat PDF format.

D. Architect-Engineer's Action: Architect-Engineer will review each RFI, determine action required, and respond. Allow seven working days for Architect-Engineer's response for each RFI. RFIs received by Architect-Engineer after 1:00 p.m. will be considered as received the following working day.

1. The following Contractor-generated RFIs will be returned without action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for approval of Contractor's means and methods.

d. Requests for coordination information already indicated in the Contract Documents.

e. Requests for adjustments in the Total Time of Completion or the Contract price.

f. Requests for interpretation of Architect-Engineer's actions on submittals.

g. Incomplete RFIs or inaccurately prepared RFIs.

2. Architect-Engineer's action may include a request for additional information, in which case Architect-Engineer's time for response will date from time of receipt of additional information.

3. Architect-Engineer's action on RFIs that may result in a change to the Total Time of Completion or the Contract price may be eligible for Contractor to submit Change Proposal according to Section 012600 "Contract Modification Procedures."

a. If Contractor believes the RFI response warrants change in the Total Time of Completion or the Contract price, notify Architect-Engineer in writing within ten (10) days of receipt of the RFI response.

E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Include the following:

1. Project name.

2. Name and address of Contractor.

3. Name and address of Architect-Engineer.

4. RFI number including RFIs that were returned without action or withdrawn.

5. RFI description.

6. Date the RFI was submitted.

7. Date Architect-Engineer's response was received.

F. On receipt of Architect-Engineer's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Architect-Engineer within five days if Contractor disagrees with response.

1. Identification of related Minor Change in the Work and Proposal Request, as appropriate.

1.7 PROJECT MEETINGS

A. General: Contractor shall schedule and conduct meetings and conferences at Project site unless otherwise indicated.

B. Preconstruction Conference: Architect-Engineer will schedule and conduct a preconstruction conference before starting construction, at a time convenient to COR and Contractor, but no later than ten (10) days after execution of the Contract.

1. Conduct the conference to review responsibilities and personnel assignments.

2. Attendees: COR, , Architect-Engineer, and their consultants; Contractor and its superintendent;

major subcontractors; suppliers; and other concerned parties shall attend the conference.

Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

3. Agenda: Discuss items of significance that could affect progress, which may include the following:

a. Tentative construction schedule.

b. General sequencing and related schedule of values and schedule of work.

c. Critical work sequencing and long-lead items.

d. Designation of key personnel and their duties.

e. Lines of communications.

f. Procedures for processing field decisions and Change Orders.

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g. Procedures for RFIs.

h. Procedures for testing and inspecting.

i. Procedures for processing Applications for Payment.

j. Distribution of the Contract Documents.

k. Submittal procedures.

l. Preparation of record documents.

m. Use of the premises.

n. Work restrictions.

o. Working hours.

p. Trust's occupancy requirements.

q. Responsibility for temporary facilities and controls.

r. Procedures for moisture and mold control.

s. Procedures for disruptions and shutdowns.

t. Construction waste management and recycling.

u. Parking availability.

v. Office, work, and storage areas.

w. Equipment deliveries and priorities.

x. First aid.

y. Security.

z. Progress cleaning.

4. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes.

C. Preinstallation Conferences: Contractor shall conduct a preinstallation conference at Project site before each construction activity that requires coordination with other construction.

1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise COR of scheduled meeting dates.

2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following:

a. Contract Documents.

b. Related RFIs.

c. Related Change Orders.

d. Purchases.

e. Deliveries.

f. Submittals.

g. Possible conflicts.

h. Compatibility requirements.

i. Time schedules.

j. Weather limitations.

k. Manufacturer's written instructions.

l. Warranty requirements.

m. Compatibility of materials.

n. Acceptability of substrates.

o. Temporary facilities and controls.

p. Space and access limitations.

q. Regulations of authorities having jurisdiction.

r. Testing and inspecting requirements.

s. Installation procedures.

t. Coordination with other work.

u. Required performance results.

v. Protection of adjacent work.

w. Protection of construction and personnel.

3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.

4. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information.

5. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.

PROJECT MANAGEMENT AND COORDINATION 013100-5

END OF SECTION 013100

PROJECT MANAGEMENT AND COORDINATION 013100-6

CONSTRUCTION PROGRESS DOCUMENTATION 013200-1

013200 - CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Startup construction schedule.

2. Contractor's construction schedule.

3. Construction schedule updating reports.

4. Daily construction reports.

5. Material location reports.

6. Contractor’s Waste Management Plan and Monthly Construction/Demolition Management Inventory

Reports

7. Site condition reports.

8. Special reports.

B. Related Requirements:

1. Section 013300 "Submittal Procedures" for submitting schedules and reports.

2. Section 014000 "Quality Requirements" for submitting a schedule of tests and inspections.

1.3 DEFINITIONS

A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources.

1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times.

2. Predecessor Activity: An activity that precedes another activity in the network.

3. Successor Activity: An activity that follows another activity in the network.

B. Cost Loading: The allocation of the schedule of values for the completion of an activity as scheduled. The sum of costs for all activities must equal the total Contract price unless otherwise approved by Architect- Engineer.

C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project.

D. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.

E. Event: The starting or ending point of an activity.

F. Float: The measure of leeway in starting and completing an activity.

1. Float time belongs to Contracting Officer’s Representative.

2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.

3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.

G. Resource Loading: The allocation of manpower and equipment necessary for the completion of an activity as scheduled.

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1.4 INFORMATIONAL SUBMITTALS

A. Format for Submittals: Submit required submittals in the following format:

1. Working electronic copy of schedule file, where indicated.

2. PDF electronic file.

B. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.

1. Submit a working electronic copy of schedule, using software indicated, and labeled to comply with requirements for submittals. Include type of schedule (initial or updated) and date on label.

C. Site Condition Reports: Submit at time of discovery of differing conditions.

D. Contractor’s Waste Management Plan and Monthly Construction/Demolition Management Inventory Reports

E. Special Reports: Submit at time of unusual event.

1.5 COORDINATION

A. Coordinate Contractor's construction schedule with the schedule of values, submittal schedule, payment requests, and other required schedules and reports.

PART 2 - PRODUCTS

2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL

A. Time Frame: Extend schedule from date established for the Notice to Proceed to date of final acceptance.

1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.

B. Activities: Treat each story or separate area as a separate numbered activity for each main element of the Work. Comply with the following:

1. Activity Duration: Define activities so no activity is longer than twenty (20) days, unless specifically allowed by Architect-Engineer.

2. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than sixty (60) days, as separate activities in schedule.

Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

3. Startup and Testing Time: Include no fewer than fifteen (15) days for startup and testing.

4. Substantial Completion: Indicate completion in advance of date established for Substantial

Completion, and allow time for Architect-Engineer's administrative procedures necessary for certification of Substantial Completion.

5. Punch List and Final Acceptance Refer to OCAT 00610 – General Provisions for definitions of these terms.

C. Constraints: Include constraints and work…