3f. QPK ARSR Roof Replacement - Specifications FINAL.pdf

FEDERAL AVIATION ADMINISTRATION

PARKER (QPK) AIR ROUTE SURVEILLANCE RADAR (ARSR)

ROOF REPLACEMENT

JCN: N/A

SCOPE OF WORK - FINAL

QPK ARSR

PARKER, CO

DATE: APRIL 17, 2020

PREPARED FOR: CONTRACTOR BID

PREPARED BY: INFRASTRUCTURE OPERATIONS - SEATTLE

TRISTAN AUSTRIA

CIVIL ENGINEER

2200 S 216TH ST

DES MOINES, WA 98198

PARKER AIR ROUTE SURVEILLANCE RADAR APRIL 2020

TABLE OF CONTENTS 00 01 10 - 1

SECTION 00 01 10 – TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 Summary 01 26 00 Contract Modification Procedures 01 31 00 Project Management and Coordination 01 32 00 Construction Progress Documentation 01 33 00 Submittal Procedures 01 40 00 Quality Requirements 01 42 00 References 01 60 00 Product Requirements 01 72 00 Work Place Safety and Health 01 73 00 OSHA Safety Requirements 01 74 00 Asbestos Abatement 01 77 00 Closeout Procedures

ATTACHMENTS

1. QPK ARSR Roof Replacement - Drawings FINAL

2. QPK ARSR Roof Abatement - IH SOW FINAL

3. Final Asbestos Survey Report – QPK ARSR Site

END OF SECTION 00 01 10

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 DEFINITIONS

A. Federal Aviation Administration (FAA): The terms “Federal Aviation Administration” (FAA) and “government” as used herein denote the “owner”.

B. Project Engineer (PE): The term “Project Engineer” (PE) as used herein denotes the “Government’s representative”.

C. Contracting Officer’s Representative (CO): The term “Contracting Officer” (CO) as used herein denotes the person designated to act for the Government in the performance of the contract.

D. Resident Engineer (RE) / Contracting Officer’s Representative (COR): The term “Resident Engineer” (RE) as used herein denotes the representative of the Contracting Officer at the job site. The term is synonymous with the FAA terms “Contracting Officer’s Representative” (COR) and “Contracting Officer’s Technical Representative” (COTR).

E. Contractor: The term “Contractor” as used herein denotes the firm who will perform and complete the work required by the Contract. The term is synonymous with the terms General Contractor (GC), and Prime Contractor.

F. Subcontractor: The term “subcontractor” as used herein denotes the person or firm retained by the Contractor to perform a particular unit of work required by the Contractor. Subcontractors shall be required to meet all specifications required of the Contractor.

1.3 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Work by FAA.

4. Contractor-furnished products.

5. Applicable Documents

6. Access to site.

7. Coordination with occupants.

8. Work restrictions.

SUMMARY 011000 - 2

1.4 PROJECT INFORMATION

A. Project Identification: Parker (QPK) Air Route Surveillance Radar (ARSR) Roof Replacement Project

1. Project Location: Parker, Colorado

1.5 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of the following:

The selected Prime Contractor shall furnish all labor, equipment, materials, and supervision for the demolition and installation associated with the Roof Replacement Project at Parker Air Route Surveillance Radar (QPK ARSR) located in Parker, CO. The Prime Contractor will hire a separate Abatement Contractor to abate any asbestos on the roof that may otherwise be disturbed during the demolition or construction process. The FAA will directly hire a third party Industrial Hygienist to oversee abatement. Roof replacement includes removal of built up roofing down to the vapor barrier level, and replacing with new insulation and PVC membrane.

Such work will also include removal, replacement, and/or modification of roof deck edge and parapet materials as they relate to the built-up roofing system, and replacement of the gutter system. The metal roof at the garage will have its existing paint removed and repainted. Holes in the metal roof will be plug welded. The fixed ladder will be modified to meet current fall protection standards.

The following items are a summary of the project and are provided solely for the purpose of describing the general nature of the work. The Contractor is responsible for accomplishing all items of work identified in the applicable drawings, specifications, and provisions of the contract.

B. General

1. The QPK ARSR is an active operational facility which runs 24 hours a day, 7 days a week. Any long term outages needed to perform work shall be scheduled with the FAA at least 30 days in advance.

2. All work shall comply with OSHA safety requirements.

3. All works hall be coordinated with the FAA and be accomplished on a “Not to interfere with FAA operations” basis with the facility.

4. Construction material shall be stored only in FAA approved areas.

5. Construction staging shall be allowed only in the FAA approved areas.

6. The Contractor shall provide all temporary services required for construction.

7. The Contractor shall clean up and restore the site grounds to the surrounding condition after the work has been performed.

8. Precautions for safety plan must be given to the Project Engineer as a submittal.

9. No site access will be granted without an authorized FAA escort.

10. There is FAA internet connectivity at the site. Cellular and text services are limited.

11. Note on drawing sheet QPK-NDP-D001 and the attached asbestos survey report for locations of Asbestos-Containing Material (ACM).

12. Sampling of potential Lead-Based Paint (LBP) is required prior to work on impacted areas. Location(s) include: Exterior paint on garage metal roof. Field work to be performed by third party Industrial Hygienist (IH), and Certified Industrial Hygienist (CIH) is to review and approve.

SUMMARY 011000 - 3

C. Construction Work Description

1. Roofing Demolition Drawing sheets QPK-NDP-A001 and A002 have detailed views showing the new roofing system and can be used as reference. For demolition references, drawing sheets QPK- NDP-D001 and D002 can be used. Remove existing roofing materials as detailed below:

a. Dispose of existing materials in a manner that meets the guidelines outlined in this document. Remove gutters and downspouts from each roofing section. Splash blocks should also be removed and will be replaced as needed. Roof deck edge/fascia, and parapet materials that interact with roofing materials shall also be removed and replaced as needed. Special precautions shall be taken to ensure the air terminals, lightning roof conductors, etc. and their anchors are not damaged during any roofing work. Handling of air terminals, et al., shall be handled in accordance with FAA standard FAA-STD-019f.

b. Remove the EPDM and foam insulation down to the vapor barrier layer. Inspect these areas during demolition for additional damage. If leaking is suspected to have penetrated through the decking layer inspect thoroughly and seal as appropriate. Coordinate these inspections with the RE. Contractor shall set in place mitigation plan to ensure NAS equipment within the building does not overheat or otherwise become damaged during the demolition and construction process.

c. Strip all existing exterior paint from the garage corrugated metal roof, and prepare surface for epoxy primer. Prior to application of primer, the contractor shall ensure that all surfaces are free of contaminants such as moisture, oil, grease, mildew, chalk, soap, sanding dust, weak or loose debris, etc. that can prevent exterior coating from proper adhesion to exterior surfaces. Do not apply coating to damp or wet surfaces. Sampling of potential lead-based paint in roof paint is required prior to construction by an IH, and reviewed and approved by a CIH.

d. Remove and properly dispose of the abandoned television antenna from garage corrugated metal roof.

e. At fixed ladder, cut off in-field vertical side rails on each side above top rung.

Obtain necessary hot work permit; fire extinguisher shall be present at all times.

f. If existing roofing section differs from what is shown on the drawings, alert the

Resident Engineer onsite and wait for direction prior to proceeding with roofing work.

SUMMARY 011000 - 4

2. Roofing Installation

Drawing sheets QPK-NDP-A001 and A002 can be used as a reference for design of the following roofing installation items:

a. If required, patch or replace the existing metal deck, perlite board, and vapor barrier with material matching in weight, thickness, quality, and makeup, or with FAA approved material. If welding is performed, an FAA Hot Work Permit is required, and appropriate fire safety precautions shall be taken.

b. Install insulation to meet R-values and slope as detailed on drawing QPK-NDP-

A001 and A002. Dimensions of tapered insulation to match existing. Preformed roof insulation shall be manufactured or approved for use by the roofing manufacturer.

c. Installation of new PVC roof must comply with the manufacturer's approved instructions except as otherwise specified. If discretion is required, the RE will be immediately contacted for their approval. Roof material will be white, have 80 mil thickness, be shown to have chemical resistance properties to jet fuel and kerosene, and installed per the manufacturers specifications. Wherever possible, seal vents/pipes using prefabricated boots. The Contractor must show certification by the manufacturer to perform installation for the specified PVC roofing system.

d. Roofing material to be mechanically fastened to deck with anchoring based on project-specific wind uplift pressure calculations. Calculations to be provided by manufacturer and submitted to project engineer as part of preconstruction submittal.

e. Install roof deck edge/fascia assemblies to match the existing conditions with material matching in weight, thickness, quality, and makeup, or with FAA approved material. Install additional blocking at roof deck edge as required to maintain flush deck edge with respect to insulation. Install new fascia board, cladding, flashing, trims, etc., as required to accommodate new insulation. All material to be prefinished white or painted white.

f. Install parapet coping cap and flashing to match the existing conditions with material matching in weight, thickness, quality, and makeup, or with FAA approved material. All material to be prefinished white or painted white.

g. Plug weld all existing fastener holes at garage corrugated metal roof prior to primer coat. Refer to Section B-3 for exterior coating. Obtain necessary hot work permit; fire extinguisher shall be present at all times.

h. Any fasteners necessary for sheet-metal flashing shall be hot dipped galvanized or stainless steel annular-ring type nails, or screws. Fasteners for anchoring the roofing membrane shall be as approved by the membrane manufacturer and identical to those used to obtain the wind uplift rating.

SUMMARY 011000 - 5

i. Replace all gutters, downspouts, and splash blocks with material matching that of existing in weight, thickness, quality, and makeup, or with FAA approved material.

j. Reinstall air terminals, lightning roof conductors, etc. to match their original orientation/position. Existing terminals, lightning roof conductors, and etc. must be reinstalled in original orientation after each work day if disturbed. Handling of air terminals to be in accordance with FAA Standard FAA-STD-019f. Materials applied to roofing membrane must be approved by the membrane manufacturer.

k. At fixed ladder, field weld vertical extension to side rails to achieve minimum 42” rail height above new roof deck. Obtain necessary hot work permit; fire extinguisher shall be present at all times. Work to be performed prior to installation of new roof deck and other materials to avoid roof damage from weld splatter.

l. After roof work is complete, a portable, free-standing guardrail system shall be furnished and installed by others. Portable guardrail system shall be installed to comply with OSHA and FAA fall protection requirements.

3. Exterior Coating

Urethane coating shall be applied on the entire exterior of the garage metal corrugated roof, and all other material needing to be painted white.

Provide products which are designed for this use as directed by the systems manufacturer, and to be compatible with the indicated substrates. The installation of this waterproofing membrane shall be accomplished in accordance with manufacturer recommendations.

The following information represents the minimum requirements of the exterior coatings to be applied on the structure for protection:

a. Base Coat

1) Material – Epoxy Primer

2) Installation – Apply two (2) coats of base coat and each coat shall cure in accordance with manufacturer recommendations. Do not apply at temperatures below 50 degrees Fahrenheit.

b. Finish Coat

1) Material – Urethane

2) Color: White

3) Installation – Apply one (1) coat in accordance with manufacturer recommendations. Do not apply at temperatures below 50 degrees Fahrenheit.

If required, install polyester fabric reinforcing prior to application of base and finish coats. At perimeter terminations and metal edges, set fabric in basecoat, and topcoat over fabric as specified by manufacturer.

System should be allowed to cure a minimum of 48 hours prior to being put into service.

SUMMARY 011000 - 6

Submit any material substitutions to the Project Engineer for review and approval prior to ordering materials.

4. Abatement Work

a. Asbestos Determination The roofs were sampled, and asbestos was determined in the following locations related to this project:

• Tan caulking between the Garage roof and Office roof.

• Tan caulking between the Equipment Room and Office.

• Gray sealant covering the northernmost pipe boot above the equipment building.

The tan caulking exists in unknown quantities per the asbestos survey report, but can be assumed to exist behind all sheet vinyl where two building sections adjoin. Sampled lo-cations are shown in the Appendix 1 Facility Drawing in the asbestos survey report, and in drawing sheet QPK-NDP-D001. The sampling report is provided as an attachment to the specifications.

b. Lead-Based Paint Determination An Industrial Hygienist shall take samples of the existing exterior paint on the garage metal roof to survey for LBP, under the direction supervision of a Certified Industrial Hygienist. Lead abatement on metal roof shall be included in abatement scope upon presence of LBP.

1.6 WORK BY FAA

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

B. Subsequent Work: Owner will perform the following additional work at site after Substantial Completion. Completion of that work will depend on successful completion of preparatory Work under this Contract.

1. The FAA reserves the right to inspect all work performed by the contractor.

1.7 CONTRACTOR-FURNISHED, OWNER-INSTALLED PRODUCTS

A. Contractor shall furnish products indicated. The Work includes unloading, handling, storing, and protecting Contractor-furnished products as required. There will be no Government- Furnished Material (GFM) provided to the contractor for this project.

All materials must be approved by the Project Engineer or FAA representative prior to application. A materials list for submittal will be provided by the Project Engineer for this project.

SUMMARY 011000 - 7

1.8 APPLICABLE DOCUMENTS

A. Applicable Documents

All FAA, Military, Federal, State, and industrial codes or standards, specifications, and contract drawings references in this and the following divisions form a part of this specification and are applicable only to the extent they were used as a basis of this design. All references to codes, standards, specifications, and construction drawings refer to the latest editions (and any supplements) in effect on the date of the contract.

B. Applicable Publications

The publications listed below form a part of this specification to the extent referenced. The publications are referenced to in the text by basic designation only.

1. Code of Federal Regulations (CFR):

a. OSHA General Industry Safety and Health Standards (29 CFR 1910), OSHA Construction Industry Standards (29 CFR 1926). OSHA 2202 is a condensed version of 29 CFR 1926. Each is for sale by the Superintendent of Documents, U.S. Government Printing Office, Washington DC 20402.

b. National Emission Standards for Hazardous Air Pollutants (40 CFR, Part 61).

c. Respiratory Protection (29 CFR 1910.134)

d. Asbestos (29 CFR 1926.1101)

e. Ladder Safety (29 CFR 1926.1053)

f. Welding/Hot Work (29 CFR 1910.254)

C. Federal Standard (313A): Preparation and the Submission of Material Safety Data Sheets.

D. FAA-STD-019F, Lightning and Surge Protection, Grounding, Bonding and Shielding E. FAA Job Order 3900.63: Air Traffic Organization Fall Protection F. FAA Job Order 6010.7A: Joint Acceptance Inspection G. International Building Code (Latest Edition) H. NFPA Codes and Standards (Latest Edition) I. List of Drawings: These listed drawings are for information only, expressing existing conditions and construction details. The contractor shall verify dimensions, locations, and sizes on the applicable drawings prior to installation. (Additional Drawings are at the site for review)

1. QPK-NDP-G001 Cover Sheet & Drawing List

2. QPK-NDP-G002 General, Demo & Construction Notes

3. QPK-NDP-D001 Demolition Plan & Existing Site Details

4. QPK-NDP-D002 Existing Site Details

5. QPK-NDP-A001 Construction Plan & Construction Details

6. QPK-NDP-A002 Construction Details

1.9 ACCESS TO SITE

A. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

B. 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.

SUMMARY 011000 - 8

1. Driveways, Walkways and Entrances: Keep driveways, loading areas, and entrances serving premises clear and available to FAA, FAA'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.

C. 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.

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.

1.10 COORDINATION WITH OCCUPANTS

A. Full Owner Occupancy: FAA will occupy site and existing building(s) during entire construction period. Cooperate with FAA during construction operations to minimize conflicts and facilitate FAA 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. The QPK ARSR is a fully operational building in the National Airspace System (NAS), any work that can interfere with operations can be canceled at any moment by the FAA.

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

4. Notify Owner not less than 30 days in advance to schedule long-term shutdowns.

1.11 WORK RESTRICTIONS

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

1. 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 existing building to normal business working hours of 7:00 a.m. to 2:00 p.m., Monday through Friday, unless otherwise indicated.

1. Working hours may be adjusted to meet scheduling demands. Must be approved by

FAA.

2. Weekend Hours: Only if approved by the FAA

3. Hours for Utility Shutdowns: Notify FAA 72 hours in advance.

SUMMARY 011000 - 9

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

1. Notify COR/RE not less than 3 days in advance of proposed utility interruptions.

2. Notify COR/RE not less than 30 days in advance of proposed utility interruptions that will result in a long-term shutdown.

3. Obtain COR/RE 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 FAA occupancy with FAA.

1. Notify COR/RE not less than 3 days in advance of proposed disruptive operations.

2. Notify COR/RE not less than 30 days in advance of proposed disruptive operations that will result in a long-term shutdown.

3. Obtain COR/RE 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: Provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times. All Contractor employees must be escorted at all times.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

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 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 in Project Manual.

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.

SUBSTITUTION PROCEDURES 012500 - 2

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.

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 FAAs 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. FAA's Action: If necessary, FAA will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. FAA will notify Contractor, through Construction Manager, of acceptance or rejection of proposed substitution within 15 days of receipt of request, or 7 days of receipt of additional information or documentation, whichever is later.

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

b. Use product specified if FAA 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.

SUBSTITUTION PROCEDURES 012500 - 3

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: FAA will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, FAA 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.

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.

C. Substitutions for Convenience: FAA will consider requests for substitution if received within 60 days after the Notice of Award. Requests received after that time may be considered or rejected at discretion of FAA.

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

a. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to FAA for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations.

b. Requested substitution does not require extensive revisions to the Contract Documents.

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

d. Substitution request is fully documented and properly submitted.

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

SUBSTITUTION PROCEDURES 012500 - 4

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

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

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

i. Requested substitution provides specified warranty.

j. 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.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 012500

CONTRACT MODIFICATION PROCEDURES 012600 - 1

SECTION 012600 - CONTRACT MODIFICATION 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 handling and processing Contract modifications.

1.3 MINOR CHANGES IN THE WORK

A. COR/RE will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time.

1.4 PROPOSAL REQUESTS

A. FAA Proposal Requests: FAA representative will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

1. Work Change Proposal Requests issued by FAA are not instructions either to stop work in progress or to execute the proposed change.

2. Within 7 day after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.

a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

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

c. Include costs of labor and supervision directly attributable to the change.

d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

http://contact.arcomnet.com/ContentContact.aspx?sect=012600&ver=09/01/15&format=FL&sid=11459

CONTRACT MODIFICATION PROCEDURES 012600 - 2

B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to the CO and COR/RE.

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

2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

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

4. Include costs of labor and supervision directly attributable to the change.

5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 012600

PROJECT MANAGEMENT AND COORDINATION 013100 - 1

SECTION 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 01 Specification Sections, 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. RFIs.

3. Project meetings.

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

1.3 DEFINITIONS

A. RFI: Request for Information. Request from FAA 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, telephone number, and email address 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 1 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 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. Submit a copy to the COR/RE. Keep list current at all times

PROJECT MANAGEMENT AND COORDINATION 013100 - 2

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.

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: Each contractor shall cooperate with COR/RE who shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work.

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 FAA 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 and direction of COR/RE 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.

E. RFI Forms:

1. Attachments shall be electronic files in PDF format.

PROJECT MANAGEMENT AND COORDINATION 013100 - 3

F. COR/RE Action: COR/RE will review each RFI, determine action required, and respond. Allow seven working days for COR/RE's response for each RFI. RFIs received by COR/RE 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 Contractor's means and methods.

b. Requests for coordination information already indicated in the Contract

Documents.

c. Incomplete RFIs or inaccurately prepared RFIs.

2. COR/RE action may include a request for additional information, in which case COR/RE's time for response will date from time of receipt by COR/RE of additional information.

3. COR/RE's action on RFIs that may result in a change to the Contract Time or the Contract Sum 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 Contract Time or the Contract Sum, COR/RE in writing within 3 days of receipt of the RFI response.

A meeting will then be scheduled between the COR/RE, the CO and the contractor to discuss the changes.

G. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number.

Submit log weekly

1. Project name.

2. Name and address of Contractor.

3. Name and address of COR/RE

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

5. RFI description.

6. Date the RFI was submitted.

7. Date COR/RE response was received.

8. Identification of related Minor Change in the Work, Construction Change Directive, and

Proposal Request, as appropriate.

9. Identification of related Field Order, Work Change Directive, and Proposal Request, as appropriate.

H. On receipt of COR/RE action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify COR/RE within seven days if Contractor disagrees with response.

1.6 PROJECT MEETINGS

A. General: COR/RE will schedule and conduct meetings and conferences at Project site unless otherwise indicated.

1. Attendees: Inform COR/RE who will inform FAA participants and other contractors. The contractor will inform their all others involved, and individuals whose presence is

PROJECT MANAGEMENT AND COORDINATION 013100 - 4

required, of date and time of each meeting. Notify FAA and COR/RE of scheduled meeting dates and times a minimum of 10 working days prior to meeting.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

3. Minutes: Entity responsible for conducting meeting will record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, 3 days of the meeting.

B. Preconstruction Conference: COR/RE will schedule and conduct a preconstruction conference before starting construction, at a time convenient to FAA and COR/RE, but no later than one day after execution of the Agreement.

1. Attendees: Authorized representatives of FAA 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.

2. Agenda: Discuss items of significance that could affect progress, including the following:

a. Responsibilities and personnel assignments.

b. Tentative construction schedule.

c. Phasing.

d. Critical work sequencing and long lead items.

e. Designation of key personnel and their duties.

f. Lines of communications.

g. Procedures for processing field decisions and Change Orders.

h. Procedures for RFIs.

i. Procedures for testing and inspecting.

j. Procedures for processing Applications for Payment.

k. Distribution of the Contract Documents.

l. Submittal procedures.

m. Sustainable design requirements.

n. Preparation of Record Documents.

o. Use of the premises and existing building.

p. Work restrictions.

q. Working hours.

r. FAA's occupancy requirements.

s. Responsibility for temporary facilities and controls.

t. Procedures for moisture and mold control.

u. Procedures for disruptions and shutdowns.

v. Construction waste management and recycling.

w. Parking availability.

x. Office, work, and storage areas.

y. Equipment deliveries and priorities.

z. First aid.

aa. Security.

bb. Progress cleaning.

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

PROJECT MANAGEMENT AND COORDINATION 013100 - 5

C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity when required by other sections and when required for 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/RE 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. Options.

c. Related RFIs.

d. Related Change Orders.

e. Purchases.

f. Deliveries.

g. Submittals.

h. Sustainable design requirements.

i. Review of mockups.

j. Possible conflicts.

k. Compatibility requirements.

l. Time schedules.

m. Weather limitations.

n. Manufacturer's written instructions.

o. Warranty requirements.

p. Compatibility of materials.

q. Acceptability of substrates.

r. Temporary facilities and controls.

s. Space and access limitations.

t. Regulations of authorities having jurisdiction.

u. Testing and inspecting requirements.

v. Installation procedures.

w. Coordination with other work.

x. Required performance results.

y. Protection of adjacent work.

z. 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.

D. Project Closeout Conference: Schedule and conduct a project closeout conference, at a time convenient to FAA, but no later than 1 day prior to the scheduled date of Substantial Completion.

PROJECT MANAGEMENT AND COORDINATION 013100 - 6

1. Conduct the conference to review requirements and responsibilities related to Project closeout.

2. Attendees: Authorized representatives of FAA, COR/RE, Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the meeting. Participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

3. Agenda: Discuss items of significance that could affect or delay Project closeout, including the following:

a. Preparation of Record Documents.

b. Procedures required prior to inspection for Substantial Completion and for final inspection for acceptance.

c. Procedures for completing and archiving web-based Project software site data files.

d. Submittal of written warranties.

e. Requirements for completing sustainable design documentation.

f. Requirements for preparing operations and maintenance data.

g. Requirements for delivery of material samples, attic stock, and spare parts.

h. Requirements for demonstration and training.

i. Preparation of Contractor's punch list.

j. Procedures for processing Applications for Payment at Substantial Completion and for final payment.

k. Submittal procedures.

l. Coordination of separate contracts.

m. FAA's partial occupancy requirements.

n. Installation of FAA's furniture, fixtures, and equipment.

o. Responsibility for removing temporary facilities and controls.

p. Review and fill out CAI Documents

PART 2 - PRODUCTS (Not Used)

END OF SECTION 013100

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1

SECTION 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 01 Specification Sections, 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. Contractor's Construction Schedule.

2. Site condition reports.

3. Unusual event reports.

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 completing an activity as scheduled. The sum of costs for all activities must equal the total Contract Sum.

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.

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CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 2

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

1. Float time belongs to FAA

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 completing an activity as scheduled.

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 file.

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

1. Submit a working digital copy of schedule, using software indicated, and labeled to comply with requirements for submittals.

C. CPM Reports: Concurrent with CPM schedule, submit each of the following reports.

Format for each activity in reports shall contain activity number, activity description, cost and resource loading, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days.

1. Activity Report: List of activities sorted by activity number and then early start date, or actual start date if known.

2. Logic Report: List of preceding and succeeding activities for each activity, sorted in ascending order by activity number and then by early start date, or actual start date if known.

3. Total Float Report: List of activities sorted in ascending order of total float.

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

E. Unusual Event Reports: Submit at time of unusual event.

1.5 QUALITY ASSURANCE

A. Scheduling Consultant Qualifications: An experienced specialist in CPM scheduling and reporting, with capability of producing CPM reports and diagrams within 24 hours of FAA's request.

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 3

B. Prescheduling Conference: Conduct conference at Project site to comply with requirements in Section 013100 "Project Management and Coordination." Review methods and procedures related to the preliminary construction schedule and Contractor's Construction Schedule, including, but not limited to, the following:

1. Verify availability of qualified personnel needed to develop and update schedule.

2. Review delivery dates for FAA-furnished products.

3. Review schedule for work of FAA's separate contracts.

4. Review submittal requirements and…