JOL_ARSR_21003734_Specifications.pdf

COVER PAGE JOL-ARSR-21003734

ELWOOD, ILLINOIS

FOR OFFICIAL USE ONLY

January 17, 2024

FINAL SPECFICATIONS

JOL ARSR, JCN: 21003734

Elwood, Illinois

SECURITY FENCE, MANUAL ROLLING

GATE & LIGHTING IMPROVEMENTS

PREPARED BY:

INFRASTRUCTURE SUPPORT CENTERFORT WORTH, TX, AJW-2C18D

TABLE OF CONTENT

00-1

JOL-ARSR-21003734

TABLE OF CONTENTS

Div./Section Title

DIVISION 01 GENERAL REQUIREMENTS

SECTION 01 11 00 SUMMARY OF WORK

SECTION 01 31 13 PROJECT COORDINATION

SECTION 01 32 10 CONSTRUCTION PROGRESS DOCUMENTATION

SECTION 01 33 00 SUBMITTAL PROCEDURES

SECTION 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

SECTION 01 35 29 HEALTH, SAFETY, AND EMERGENCY RESPONSE

PROCEDURES

SECTION 01 45 00 QUALITY CONTROL

SECTION 01 60 00 PRODUCT REQUIREMENTS

SECTION 01 71 23 FIELD ENGINEERING

SECTION 01 74 00 CLEANING AND WASTE MANAGEMENT

SECTION 01 77 00 CLOSEOUT PROCEDURES

DIVISION 02 – EXISTING CONDITIONS

SECTION 02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03 – CONCRETE

SECTION 03 00 00 CONCRETE

DIVISION 26 – ELECTRICAL

SECTION 26 05 00 BASIC ELECTRICAL MATERIALS AND METHODS

SECTION 26 05 05 SELECTIVE DEMOLITION FOR ELECTRICAL

SECTION 26 05 19 LOW VOLTAGE CABLES

SECTION 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

SECTION 26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

SECTION 26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

SECTION 26 05 53 IDENTIFICATION OF ELETRICAL SYSTEMS

SECTION 26 08 00 TESTING AND INSPECTING ELECTRICAL EQUIPMENT

SECTION 26 27 26 LOW VOLTAGE WIRING DEVICES

SECTION 26 41 00 FACILITY LIGHTNING PROTECTION

DIVISION 31 – EARTHWORK

SECTION 31 00 00 EARTH WORK

SECTION 31 23 00 EXCAVATION AND FILL

SECTION 31 25 00 EROSION AND SEDIMENT CONTROL

APPENDIX – PHOTOS OF EXISTING FACILITY CONDITIONS

TABLE OF CONTENT

00-2

SUMMARY OF WORK

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SECTION 01 11 00

PART 1 GENERAL

1.1 Summary

The following specifications and advisements constitute the working portion of the contract between the Contractor and the Federal Aviation Administration, an Agency of the Federal Government. The Contracting Officer (CO) assigned to this contract shall be the only individual with authority to speak for and contractually bind the FAA. All communications, authorizations, approvals, changes, modifications, etc. involving this contract shall be with and through the CO.

Any action not approved by the CO shall not bind the FAA.

Contracting Officers Technical Representative (COTR). - The Contracting Officer (CO) may assign a COTR to oversee the work on the project and act as a technical point of contact. A letter dating the COTR's responsibilities and authority will be issued when a COTR is assigned.

A. This Section includes the following:

1. Project scope of work.

2. Type of the contract.

3. Work phases.

4. General contract requirements

5. Products ordered in advance.

6. Government-furnished products, materials, or equipment.

7. Use of premises.

8. FAA's occupancy requirements.

9. Work restrictions.

10. Specification formats and conventions.

11. Miscellaneous Provisions

1.2 Project scope of work

A. The purpose of this Scope of Work is to address a security fence and main rolling gate at the JOL ARSR site. Contractor must provide bid-options for perimeter fence, rolling gate and grounding and bonding as shown on the drawings.

Potential bidders are encouraged to visit the site and site visits shall be coordinated thru the CO at least 48 hours in advance.

All work includes but is not limited to (complete demolition and removal of the existing fence and gate, installation of a new chain link security fence with 3 strand barbed wire on the top, one rolling main vehicle gate, and grounding and bonding of the newly installed fence and gate). These specifications, along with the accompanying drawings, describe the requirements for work to be completed.

B. The work consists of the following:

1. Unless otherwise specified, the contractor shall provide all labor, materials, and equipment necessary to complete the work described in these specifications and attached drawings.

2. Contractor shall perform a subsurface utility search prior to any digging. All cables, piping, and utilities in the work area must be located using ground penetrating radar (GPR) method. The use of any suitable trench digging machinery is permitted except in places where such operations may cause damage, above or below ground. Contractor shall not use machinery to dig within 3 feet on either side of underground utility, in this case hand tools such as shovels must be employed. Coordinate with the local FAA personnel and contact the Illinois DIG (811) or 800-892-0123 before start of work/excavation to get the site cabling/utilities marked. Utilities must be located at minimum five days in advance of trenching.

3. Contractor shall provide environment assessment to the RE prior the beginning of demolition work.

4. Manifest of debris must be supplied to the RE

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5. Contractor shall demolish and remove the existing chain link security fence around the facility (approximately 1010 linear feet) and rolling gate.

6. Contractor shall install a new security fence and a 20 feet manual rolling gate. The new fence shall consist of 7 feet, 9-gauge galvanized steel wire fabric with a mesh opening not larger than 2 inches per side. A 1-foot-high outward facing top guard consisting of 3 strands of galvanized barbed wire each consisting of a 2 twisted 12-gauge wires with 4-point barbs spaced no more than 4 inches apart set an outward angle of 45 degrees on the top for a total of 8 feet high fence. Refer to the drawings for more details.

7. The contractor shall install a new manual rolling gate as part of the security fence. The new gate must maintain the structural integrity of the fence and must not become a weak link in the overall security fence. The maximum acceptable gap under the gate from firm ground is 4 inches. Refer to the drawings for more details.

8. The FAA will procure new U.S property signs for the contractor to install on the gate and around the security fence IAW with FAA order 1600.69 latest edition. Signs are GSA procured non-reflective that are 11-7/16 inches by 13-1/2 inches and include a red, white, and blue shield on a cream background.

Signs must be posted so that they are visible from the exterior side of the fence, at the main gate and at 50-feet intervals. Signs reads “Warning, this facility is used in FAA air traffic control. Loss of human life may result from service interruption. Any person who interferes with air traffic control or damages or trespasses on this property will be prosecuted under the law.”

9. Damage to existing facilities and equipment caused by the Contractor must be reported to the COR and/or SSC designee immediately. The Contractor is responsible for repairing or having repaired all damage of the building or equipment at their expense. All repairs must be accomplished to the satisfaction of the COR of SSC designee.

10. Contractor shall selectively demolish old fluorescent, and high-pressure sodium lighting fixture around the facility IAW the drawings and replace with new LED lighting.

11. All new lighting shall comply with FAA standards IAW with FAA-E-37018 latest edition. Refer to the drawings for recommended lighting fixtures or approved equal.

12. Exterior lighting must be equipped with integrated sensors to maximize energy efficiency.

13. Contractor must remove and properly dispose of any removed materials in accordance with local environmental requirements and state certified sites.

14. Remove and dispose of excess excavation soil and resurface disturbed areas with additional rock/soil as necessary to return gravel plot to match original condition.

15. Remove and dispose, off site, of all trash, debris, and soil leaving the site as it was or better before the start of work.

16. At completion of the job and before leaving the site, Contractor shall supply the FAA with the current warranty and contact information, including names, phone numbers and emails of contact personnel in an event of warranty related repairs in the future.

C. The contractor is responsible for accomplishing all items of work in accordance with the applicable drawings, specifications and conditions of the contract. Any additional labor, materials, equipment, and/or appurtenances not specifically detailed or specified, but required to complete the project, must be provided by the contractor as an integral part of the scope of work specified.

1.3 Type of Contract

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

B. It is recommended that all potential bidders perform a field inspection of the site prior to bid submission to inform themselves of the specific working conditions applicable at the site and to ascertain the correct types/amounts of work to be performed. Bidders shall examine the site location, existing fence components and structure to determine appropriate methods, tools, and equipment for performance of this scope of work. It is the contractor’s responsibility to

01 11 00-3 familiarize themselves with FAA-STD-019F and FAA Order 1600.69 latest edition; these documents can be provided upon request. If the bidder chooses not to visit the site, they will nevertheless be charged with knowledge of conditions, which a reasonable inspection would have disclosed. Work defined in this scope must not exceed 21 working days. The coordinates of the JOL ARSR in LAT/LON decimal degrees are 41.42266 / -88.05828. The dimension of the existing fence is 1010 linear feet. A site visit for prospective bidders will be scheduled by the Contracting Officer (CO) prior to the bid due date. Request for inspections shall be made to Daniel Burke, FAA SSC Manager at (773)-601-7861.

1.4 Work Phases

A. The Work will be conducted in one(1) phase:

1. Phase one: The facility might be operational while work commences, this will be coordinated with the FAA. All work per the construction document must be conducted in 1 phase and substantially complete and ready for occupancy within 21 calendar days after the Notice to Proceed. Any shutdowns need to be coordinated with the FAA, FAA will need a minimum of 45 days for shutdown that last more than 24 hours and any shutdowns that are consecutive days of over 4 hours per day will need to go through the shutdown committee.

2. Normal work hours are 7:00 am to 3:30 pm Monday through Friday. It is required that any work be done with extreme care, and that all work be done in a manner that does not interfere with FAA operations, or the duties of the AT Controllers, Airways Facilities or Administrative personnel of the FAA. Any late-night work may require that the following day be an off day for work.

1.5 General contract requirements

1. The Contracting Officer (CO) assigned to this contract shall be the only individual with authority to speak for and contractually bind the Federal Aviation Administration (FAA). All communications, authorizations, approvals, changes, modifications, etc., involving this contract, must be with and through the CO. Any action not approved by the CO must not bind the FAA.

2. The Contractor must provide all plant, labor, equipment, supplies, materials, and transportation to perform all the facets of this operation and required work necessary for the proper completion of the work. The Contractor must do or supervise the work of all trades included in the work of this contract, in a time and manner to avoid any hindrance to work progress of other trades. All work must be performed to the complete satisfaction of the Contracting Officer and/or their designated representative.

3. The Contractor must always maintain the site in a clean condition. Prior to the end of the allotted time the Contractor shall vacuum work areas, including access into the building. At no time will the Contractor be allowed to discard packaging material and loose debris on the premises. All rubbish must be immediately containerized and disposed in accordance with all local, state, and federal law.

4. The Contractor is responsible to make all field measurements. Check all dimensions at the job site for components requiring fit to surrounding conditions.

5. The Contractor must comply with OSHA Standards 29 CFR 1910 (Occupational Safety and Health Standards) and 29 CFR 1926 (Safety and Health Regulations for Construction). Contractor to comply with FAA Standards FAA-C-019F and FAA Order 1600.69 latest edition. These documents will be provided by the CO to the Contractor on request. The Contractor must keep all work areas clear of slipping and tripping hazards.

6. The Contractor must not store materials on the premises unless the FAA has given written permission.

http://maps.google.com/maps?q=31.1855%2C-98.14186

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7. The contractor must submit a sequence of construction activities along with a construction schedule within 10 working days of the contract award to the FAA contracting officer representative for review.

8. The Contractor must submit a work schedule to the Contracting Officer for approval prior to beginning work. The work schedule must show when the first power cutover and second power cutover will need to occur. Sufficient detail and notice of at least 45 days in advance shall be provided to the FAA so that preparations can be made for all shutdowns that will be for more than 8 hours. Notice of at least 72 hours must be provided to the FAA for any outages less than 8 hours. All shutdowns must be scheduled, and acceptance of a shutdown may be contingent on weather conditions at the time of the requested shutdown. The Contractor must keep the Contracting officer advised of any changes in the schedule.

9. The Contractor must attend a preconstruction meeting arranged by the FAA.

10. The Contractor must conduct a daily safety meeting with the Contractors onsite personnel and with the onsite FAA Contracting Officers Representative (COR).

11. The Contractor must conduct a daily pre-work and post-work activity meeting with the onsite FAA

COR.

12. The Contractor must provide a daily written report to the onsite FAA COR. The report must include accomplishments for the day, project delays, project impacts, revised schedules, FAA action items, safety meeting minutes, etc.

13. The Contractor must coordinate with the onsite FAA COR for acceptable daily construction hours. The Contractor may experience work delays due to FAA operational requirements.

14. The Contractor must notify the onsite FAA COR of any potential impacts to the operation of the JOL ARSR facility.

15. The Contractor must provide to the FAA 3 hard copies and 1 soft copy of any Work-plan, Report, As- Built, Red-Line, or Operation and Maintenance (O&M) manual produced from this contract.

16. The Contractor must participate in a Contractor Acceptance Inspection (CAI)/Joint Acceptance Inspection (JAI) with the FAA following completion of the project. Conduct CAI/JAI at same time.

17. The FAA reserves the right to stop the work, without any warning if the FAA deems an emergency condition exists.

18. The JOL ARSR is an operational facility. All work performed within this contract shall be executed in a manner that prevents disruption to any air traffic operation. * THE CONTRACTOR MUST NOT DE- ENERGIZE FAA EQUIPMENT. * The Contractor must coordinate any planned FAA equipment shutdowns with the onsite FAA COR.

19. The Contractor must submit a construction schedule with all cutovers to FAA for review.

20. Construction materials and equipment selected must be submitted to the CO for technical review.

1.6 Products Ordered in Advance

A. General: The FAA will provide the following material to be incorporated into the work. Costs for receiving, handling, storage if required, and installation of material and equipment are included in the contract sum.

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B. List of products ordered in advance:

1. Fence warning signs. WARNING: “THIS FACILITY IS USED IN FAA AIR

TRAFFIC CONTROL. LOSS OF HUMAN LIFE MAY RESULT FROM

SERVICE INTERRUPTION. ANY PERSON WHO INTERFERES WITH

AIR TRAFFIC CONTROL OR DAMAGES OR TRESPASSES ON THIS

PROPERTY WILL BE PROSECUTED UNDER THE LAW.”

1.7 FAA or Government Furnished Property

A. Property refers to products, equipment, materials, or other items provided by the FAA. Unless otherwise indicated, requirements related to FAA Furnished Property also apply to any Government Furnished Property, and for purposes of this Article, these terms are used interchangeably.

B. Contractor will furnish property indicated. The Work includes providing support systems to receive FAA's property and making electrical connections.

1. Contractor will arrange for and deliver Shop Drawings, Product Data, and Samples to FAA.

2. After delivery, FAA will inspect delivered items for damage. The contractor must be present for and assist in FAA's inspection.

3. If government-furnished items are damaged, defective, or missing, FAA will arrange for replacement.

4. Contractor is responsible for receiving, unloading, and handling government-furnished items at

Project site.

5. Contractor is responsible for protecting Government-furnished items from damage during storage and handling, including damage from exposure to the elements.

6. If government-furnished items are damaged as a result of contractor's operations, contractor must repair or replace them.

7. Contractor must install and otherwise incorporate government-furnished items into the work.

C. Receiving Reports: Receipt and/or transfer of all government-Furnished Property provided to the contractor must be documented on material receiving reports using a form provided by the FAA.

1.8 Use of Premises

A. Access to the Worksite: Access to the Worksite must be with approval of the Resident Engineer RE.

Access to the worksite will be discussed prior to the start of actual construction. Only vehicles essential to the construction effort will be permitted in the construction area.

B. Restrictions: Access to certain locations of the project may be restricted due to facility operations. The contractor must yield to facility operations that require use of the premises, and when instructed must vacate the area in question. Unless otherwise indicated, contractor will have complete and exclusive use of the premises within the limits of the construction staging area for the execution of the work.

C. General: The contractor will have full use of premises for construction operations, including use of Project site, during construction period. Contractor's use of premises is limited only by contractor's right to perform work or to retain other contractors on portions of Project.

D. General: The Contractor will have limited use of premises for construction operations as indicated on Drawings by the Contract limits.

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

1. Limits: Confine constructions operations to the project site and as directed by the RE.

a. Limit site disturbance, including earthwork and clearing of vegetation, to 40 feet beyond building perimeter; 10 feet beyond surface walkways, patios, surface parking, and utilities less than 12 inches in diameter; 15 feet beyond primary roadway curbs and main utility branch trenches; and 25 feet beyond constructed areas with permeable surfaces (such as pervious paving areas, stormwater detention facilities, and playing fields).

2. FAA Occupancy: Allow for FAA occupancy of Project site.

3. Driveways and entrances: Keep driveways and entrances serving premises clear and available to

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FAA, FAA's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances.

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

F. Use of Existing Building: Maintain existing building in a weather tight condition throughout construction period. Repair damage caused by construction operations. Protect building and its occupants during construction period.

1.9 FAA’s Occupancy Requirements

A. Full FAA Occupancy: FAA will occupy site and existing building and/or area during entire construction period. Cooperate with FAA and FAA during construction operations to minimize conflicts and facilitate FAA usage. Perform the Work so as not to interfere with FAA'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 FAA and authorities having jurisdiction.

2. Provide not less than 72 hours' notice to FAA of activities that will affect FAA's operations.

B. Partial FAA Occupancy: FAA will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with FAA during construction operations to minimize conflicts and facilitate FAA usage. Perform the Work so as not to interfere with FAA's 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 FAA and authorities having jurisdiction.

2. Provide not less than 72 hours' notice to FAA of activities that will affect FAA's operations.

C. FAA Occupancy of Completed Areas of Construction: FAA reserves the right to occupy and to place and install equipment in completed areas of building, before Substantial Completion, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and partial occupancy does not constitute acceptance of the total Work.

1. COTR will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied before FAA occupancy.

2. Obtain a Certificate of Occupancy from authorities having jurisdiction before FAA occupancy.

3. Before partial FAA occupancy, mechanical and electrical systems must be fully operational, and required tests and inspections must be successfully completed. On occupancy, FAA will operate and maintain mechanical and electrical systems serving occupied portions of building.

4. On occupancy, FAA will assume responsibility for maintenance and custodial service for occupied portions of building.

1.10 Work Restrictions

A. On-Site Work Hours: Work must be generally performed at the project site during normal business working hours of 7:30 a.m. to 3:00 p.m., Monday through Friday, except otherwise indicated.

1. Weekend Hours: Work will not be performed on weekends unless prior approval is granted by

RE/FAA

2. Early Morning Hours: No restriction to early morning work

3. [NOT USED] Hours for Utility Shutdowns: N/A

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

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1. Notify Resident Engineer not less than two days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Resident Engineer’s or Project Manager’s written permission.

C. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor air intakes.

1.11 Specification Formats and Conventions

A. Specification Format: The Specifications are organized into Divisions and Sections using the 50-division format and CSI/CSC's "MasterFormat" numbering system.

1. Section Identification: The Specifications use Section numbers and titles to help cross-referencing in the Contract Documents. Sections in the specifications are in numeric sequence; however, the sequence is incomplete because all available Section numbers are not used. Consult the table of contents at the beginning of the specifications to determine numbers and names of Sections in the Contract Documents.

2. Division 01: Sections in Division 01 govern the execution of the Work of all Sections in the Specifications.

B. 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. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings must be interpreted as appropriate. Words implied, but not stated, must be inferred as the sense requires. Singular words must be interpreted as plural, and plural words must be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by FAA or by others when so noted.

a. The words "must" or "must comply with," depending on the context, are implied where a colon

(:) is used within a sentence or phrase.

1.12 Miscellaneous Provisions

A. Project Specific Acronyms, Abbreviations, and References GFE/GFP/GFM Government Furnished Equipment/Property/Material. NTP Notice to Proceed.

Provide The word “provide” as it appears in Contract specifications and drawings means, “furnish and install.”

Quality Conformance to the requirements established by the contract specifications and drawing.

QCP Quality Control Plan.

Record Documents Drawings, Specifications, Addenda, Change Orders and other Modifications; also approved Shop Drawings, Product Data, Samples, and similar submittals required to be provided by Contractor.

Record Drawings Drawings submitted by Contractor to show the construction of a particular structure or Work as actually completed under the Contract.

Request for Information (RFI) The method used by the Contractor and FAA to document and transmit field generated technical issues relating to design and construction of the Project.

Schedule of Values The method used by the Contractor and FAA to allocate values to various portions of the Work that, when approved by the FAA, provides the basis for Contractor’s application for payment.

Shop Drawings Specific drawings, schedules, diagrams, and other data prepared for this Contract by the Contractor, their lower tier subcontractors, manufacturers, suppliers, or distributors, to illustrate a portion of the Work.

RMP Risk Management Plan

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Submittal A submittal is a Contractor's or manufacturer's drawing, brochure, sample, certificate, warranty, or other material which provides detail for construction and quality control of the permanent Work and includes deliverables such as schedules, product cut sheets, Work procedures, or product samples that are required under the terms of the Contract.

Test Plan A detailed step-by-step procedure for testing major equipment and systems.

Test Results Documentation of specified quality assurance test results.

ARSR Air Route Surveillance Radar

B. On-site Communications: All communication shall/must go through the FAA Resident Engineer

C. Compliance with Local and Other Codes: The Contractor will be responsible for coordination of all work.

The Contractor must obtain any licenses or permits necessary to perform the work not provided by the FAA, and must comply with all applicable Federal, State, and local regulations in connection with the Work. The Contractor is responsible for paying for any permits or licenses required to perform the Work not provided by the FAA, and such costs are deemed included in the Contract amount. The FAA is not responsible for payment of any amount for actions taken by a state, local, or other jurisdiction as a result of Contractor’s failure to comply with permit or license requirements.

PART 2 PRODUCTS [NOT USED]

PART 3 EXECUTION

3.1 Submittals Required for Notice to Proceed

A. Start of project work cannot occur until the Contractor has been provided a written NTP from the CO. Submittals required for NTP must be submitted to the PEL prior to the Pre-Construction Meeting.

Work cannot commence until interim or final approval is provided for submittals required for NTP.

Payment and Performance Bonds (if required) and Certificates of Insurance must be submitted to the CO. The CO will advise the Contractor if bonds or insurance submittals are not acceptable.

B. Submittals required for NTP are discussed in this section as well as other sections of the General Requirements (Division 1) and Contract. Required submittals of NTP include:

1. Payment and Performance Bonds are required.

2. Project Specific Insurance Requirements.

3. Risk Management Plan

4. Construction Progress Schedule

5. Schedule of Values

6. Submittal Schedule

7. List of Lower tier subcontractors, Suppliers, and Fabricators

8. Initial List of personnel working On-Site

9. List of contractor Staff Assignments and Project Organization Chart

10. Excavation plans

3.2 Payment and Performance Bonds

A. Bonds must comply with the requirements of Section H of the contract and be on the bond forms provided by the contracting officer (CO).

3.3 Project Specific Insurance Requirements

A. Certificates of Insurance (COI): Contractor must submit COI(s) to the CO in accordance with Section H of the Contract. In addition to Waiver of Subrogation and other requirements of Sections H, each COI must include, in the “Description of Services” section of the ACORD Form, the Contract Number, Location of the Project, and the following statement: “As required by written contract, the following entities are covered as additional insureds on a primary basis with regards to general and employers liability: FAA Corporation and its subsidiaries, and the United States of America acting by and through the Federal Aviation Administration. Waiver of subrogation applies as

01 11 00-9 required by contract.”

B. Project Specific Requirements: In addition to the insurance requirements specified in Section H.17 of the Contract, the following project specific insurance requirements apply:

1. Builder’s Risk Insurance. The contractor will provide and maintains Builder’s Risk Insurance for the materials, supplies, machinery, fixtures, and equipment, which will become a part of the installation, fabrication, or erection project as shown in the Contract Documents. Coverage under the Contractor’s Builder’s Risk Insurance must pay for direct physical loss to property while in transit; at the site of installation, fabrication, or erection, as shown and described in the Contract Documents; and in storage awaiting installation, fabrication, or erection. The contractor’s Builder’s Risk Insurance must be sufficient to cover the value of the installation. The Contractor must be solely responsible for any deductibles carried under its Builder’s Risk Insurance.

3.4 Project Safety and Quality

A. Risk Management Plan (RMP): Contractor must develop a RMP that covers safety, security, and quality for the project. The RMP must be submitted for approval in accordance with Section H.10 of the Contract. Construction must not commence until the RMP has been approved by the RE.

B. On Site Communications: Appropriate on-site communications must be established with the RE and Contractor to disseminate all information pertaining to safety requirements on site. This will include the notification of hazards brought on the site or created during the course of the work. Notification may be done by posting hazard sheets on notice boards, or advising personnel during regular Toolbox Talks or daily meetings.

C. Project Induction: All persons starting work on this site must go through a formal induction process and be briefed on a regular basis on changes in safety requirements depending on the progress of the Work.

As part of the induction process, and as appropriate, the Contractor will be required to provide evidence of employee skills training.

D. Competent Persons: Competent person training documentation must be provided where required by 29 CFR 1910 and 29 CFR 1926, such as for fall protection, excavations over four feet deep, crane and rigging operations, working in confined spaces, lockout/tagout of energy sources and equipment, and working with live electricity. Additional training records may be required on a case-by-case basis.

E. Toolbox Meetings: Toolbox Meetings will be scheduled on a daily basis and used to discuss safety rules and various site-specific issues. The aim is to ensure that all workers on site are aware of the hazards as they arise and equally to be advised when they no longer exist.

F. List of On-Site Personnel: A list of all Contractor personnel as well as a list of lower tier subcontractor personnel working on site must be maintained. The list of on-site personnel must be provided to the RE on a daily basis.

G. Liaison Person: If English is a second language of contractor employees, then contractor must maintain on site a liaison person who can effectively communicate with on-site personnel. Contractor must also have a person on site that is trained in First Aid in case of an injury or accident to any of its personnel.

H. Hazard Analysis: All hazards brought on site or created during the course of the Work must be identified and controlled. Activity Hazard Analysis (AHA) should be used to analyze the tasks within the various elements of work to identify significant safety hazards and detail the method of control. Hazardous substances that may be used on site must have the appropriate MSD Sheets and be addressed as part of the AHA analysis.

I. Accident Reporting: All serious harm accidents must be reported immediately to the RE. Accident and investigation reports are to be copied to the RE and SSC within 48 hours. Accident scenes must not be disturbed until a full and complete accident investigation has been undertaken with the RE and other required personnel.

J. Contractor Safety Inspections: The Contractor is expected to carry our regular documented safety inspections (minimum weekly) on its work areas while on site. Copies of the inspection reports must be

01 11 00-10 provided to the RE for discussions at safety meetings. Any recommended completed corrective action will be advised at these meetings.

3.5 Pre-Construction Meeting

A. The RE will schedule a pre-construction meeting after Notice of Award. Required attendance includes Contractor, Contractor’s Superintendent, and major lower tier subcontractors. An agenda will be provided but must include at a minimum the review of the submittals required for NTP. The Contractor must submit other items, including those identified in Section G of the Contract, for review at the meeting. Acknowledgements of all the reviews made at the session will be noted in the meeting minutes.

3.6 Site Inspection

A. The FAA reserves the right to enter the premises during the term of the contract for quality assurance work inspections and/or maintenance of existing navigational and communication facilities.

B. After NTP and prior to initiating Work, Contractor and RE must conduct joint inspections of the jobsite to determine the existing conditions and note any existing damage or defects. Existing damage or defects will be used as the basis for determination of damages caused by the Contractor's operations.

C. Contractor will be responsible for the cost of any repair caused by Contractor’s operations or the operations of its lower tier subcontractors. All damage to the existing Site including, but not limited to, existing utilities and cables, facilities, equipment, buildings, and vegetation must be repaired. All such repairs must match the original finish and must be made utilizing materials, equal to or greater than the original materials, as approved by RE. All repairs must be made with no additional cost to FAA.

D. FAA retains the right to inspect all Work on the project but has no obligation to do so. FAA’s inspections and tests are for the sole benefit of FAA and do not:

1. Relieve the contractor or its lower tier subcontractors of the responsibility to provide adequate quality control measures.

2. Relieve the contractor or its lower tier subcontractors of the responsibility for damage to or loss of material before acceptance.

3. Constitute or imply acceptance.

E. The presence or absence of the RE does not relieve the contractor or its lower tier subcontractors from any contract requirement, nor is the RE authorized to change any requirement of the Contract.

3.7 Special Scheduling Requirements

A. Protect existing facilities and equipment from physical or electrical damage as a result of accidental or incidental negligence, such as, but not limited to, disruption of standby power to the facility or equipment.

B. All preparatory work must be completed by the Contractor prior to shutdown/cutover to minimize downtime. The requested time and date of shutdown and cutover must be approved by the RE a minimum of two working days in advance of the requested shutdown or cutover. FAA personnel will perform the actual shutdown/cutover of systems that affect operations.

C. In the event any services are interrupted, restore services with a full crew available to restore such services on a 24-hour basis, including Work during holidays and weekends, at no additional cost to FAA or delay in the Schedule.

D. Request any utility interruptions in writing per Facility requirements but not less than five working days before the scheduled interruption, unless otherwise specified. RE review is required before interruption.

In this notification, the Contractor must certify that all equipment, materials, and personnel necessary to conduct such testing will be available on the scheduled date and that the systems have been pre-checked by personnel and are ready for performance and acceptance testing.

E. Contractor must also confirm that all operations and maintenance manuals have been submitted and approved. No performance and acceptance testing will be permitted until the operations and

01 11 00-11 maintenance manuals have been approved.

F. At the option of FAA, FAA and FAA personnel will travel to the site to witness testing. If the testing must be postponed or canceled for whatever reason not the fault of the FAA, the Contractor must provide FAA at least three working days advance written notice of this postponement or cancellation.

G. Coordinate all required outages with FAA through the RE. The Contractor must determine quantity and duration of outages required to complete the Work. The Contractor may have to schedule work and outages at a time when air traffic is at a minimum. This could mean late night or early morning hours.

H. Do not interrupt services outside of permitted, scheduled outage periods.

3.8 Project Specific Work Plans

A. Required Work Plans: The Contractor must be required to submit written work plans in accordance with the Contract submittal requirements for critical items of work set out in this Section, in the Technical Specifications, or elsewhere in the Contract Documents. Work associated with the required work plans must not commence until approval has been provided.

B. Underground Utility Damage Prevention Work Plan: Contractor is responsible for complying with all OSHA regulations related to underground utility damage prevention. Contractor must take all reasonable steps necessary to make certain that all active, abandoned, or unknown utilities are identified. Such steps are to include the use of 811 AND the utilization of an individual or firm acceptable to the FAA and knowledgeable in Subsurface Utility Designation techniques and underground utility designation best practices published by the Common Ground (CGA) Alliance copy of CGA’s best practices can be found at: http://commongroundalliance.com/best-practices-guide.htm.

The elements of the prevention Plan are detailed in Section 01 35 20 – Workplace Safety and Health.

C. Fall Protection Work Plan: The aim of the Fall Protection Work Plan is 100% Fall Protection. Whenever activities are to be performed 6 feet or higher above a lower level by contractor or lower-tier contract personnel, the Contractor must:

1. Include a detailed Fall Protection Plan as part of the Safety and Health Plan submittal. The Fall

Protection Plan must identify specific situations where fall protection is required by all contract and lower-tier contract personnel who will be engaged in activities at elevations of 6 feet or higher, identify the fall protection system and associated components to be used, and explain the specific methods and procedures to be followed to assure 100% fall protection.

2. 100% fall protection means that the employee is protected 100% of the time by an approved fall protection system regardless of activity. 100% of the time an employee is engaged in activities at elevations of 6 feet or higher; the employee must be protected - without exception. 2. Guardrail Systems when used as the means of fall protection on the job must comply with 29 CFR 1926.502(b).

Additionally, these systems must:

a. Be provided on every open-sided floor or platform 4 feet or more above adjacent floor or ground level on all open sides, except where there is an entrance to a ramp, stairway, or fixed ladder.

b. Consist of a top rail, intermediate rail, and posts, and must have a vertical height of 42 inches nominal from upper surface of top rail to floor, platform, runway, or ramp level. When used mid-rails must be half the distance between the top rail and to floor, platform, runway, or ramp level.

c. Be capable of withstanding, without failure, a force of at least 200 pounds applied within 2 inches of the top edge of the top rail, in any outward or downward direction, at any point along the top edge.

d. Be capable of withstanding, without failure, a force of at least 150 pounds applied to the mid-rail, in any outward or downward direction.

e. Use toeboards or screens when objects could fall to a lower level.

3. Safety Net Systems when used as the means of fall protection on the job site must comply with 29 CFR

1926.502(c). Additionally, these systems must:

a. Be installed as close as practicable under the walking/working surface on which employees are working, but in no case more than 30 feet below such level.

b. Extend outward from the outermost projection of the work surface as follows:

http://commongroundalliance.com/best-practices-guide.htm

01 11 00-12

Vertical distance from working level to horizontal plane of net:

Minimum required horizontal distance of outer edge of net from the edge of the moving surface:

Up to 5 feet More than 5 feet up to 10 feet More than 10 feet

8 feet 10 feet 13 feet

c. Be capable of absorbing an impact force equal to that produced by the required drop test. The drop-tested must be performed at the job site after initial installation and before being used as a fall protection system, whenever relocated, after major repair, and at 6-month intervals if left in one place. The drop-test must consist of a 400-pound bag of sand 30 ± inches in diameter dropped into the net from the highest walking/working surface at which employees are exposed to fall hazards, but not from less than 42 inches above that level.

d. Be installed with sufficient clearance under them to prevent contact with the surface or structures below when subjected to an impact force equal to the required drop test.

e. Be inspected at least once a week for wear, damage, and other deterioration. Defective nets and components must be removed from service.

f. Be inspected daily, at the beginning and end of each shift, and all materials, scrap pieces, equipment, and tools which have fallen into the safety net must be removed as soon as possible from the net.

g. Be inspected after any occurrence that could affect the integrity of the safety net system. Defective nets and components must be removed from service.

4. Personal Fall Arrest Systems when used as the means of fall protection on the job site must comply with 29 CFR1926.502 (d). The contractor must identify, in writing, an observer to be present on the ground at all times when personnel are engaged in activities requiring the use of these systems. (This person must have certification by training and experience as a competent person in fall protection and must not have any other duties that will encumber the observing duties.) Additionally, these systems must:

a. Utilize full body harnesses (which meet ANSI AI0.14-1991) to distribute the fall arrest forces as defined in 29 CFR 1926.500(b). Body belts must not be used.

b. Utilize shock absorbing lanyards or retractable lifelines with locking type snap hooks to prevent

“roll-out.”

c. Limit the free fall distance, as defined in 29 CFR 1926.502(d)(16)(iii), to less than six feet and minimize associated swing hazards.

d. Ensure anchor points meet the 5,000-lb. strength requirements outlined in 29 CFR 1926.502(d)(15).

e. Ensure that all fall protection systems and components are inspected prior to each use and continue to be inspected by a competent person in accordance to the requirements set forth in 29 CFR 1926.502(d)(21). The Contractor must maintain records of inspection at the job site for review by FAA personnel and/or regulatory agencies.

5. Positioning Device Systems must comply with 29 CFR 1926.502(e). The Contractor must identify, in writing, an observer to be present on the ground at all times when personnel are engaged in activities requiring the use of these systems. (This person must have certification by training and experience as a competent person in fall protection and must not have any other duties that will encumber the observing duties.) Additionally, these systems must:

a. Utilize full body harnesses (which meet ANSI Al0. 14-1991). Body belts must not be used.

b. Utilize positioning lanyards with locking type snap hooks to prevent "roll-out."

c. Limit the free fall distance, as defined in 29 CFR 1926.502(e)(l), to less than two feet.

d. Ensure anchor points meet the 3,000-lb. strength requirements outlined in 29 CFR 1926.502(e)(2).

e. Ensure that all positioning device systems and components are inspected prior to each use and continue to be inspected by a competent person in accordance to the requirements set forth in 29CFR 1926.502(e)(9). The Contractor must maintain records of inspection at the job site for

01 11 00-13 review by FAA personnel and/or regulatory agencies.

6. Warning Lines and Controlled Access Zones when used as means of fall protection must comply with the requirements of 29 CFR I 926.502(f & g). Additionally, use of warning lines and controlled access zones must require the designation of a competent person to perform as a safety monitor. The competent person must be on the same working level as employees, be able to readily observe and communicate orally with employees on the working level, and not have any other duties that will encumber the safety monitoring duties.

7. Fall Protection training must be provided as described in 29 CFR 1926.503(a) and 29 CFR l926.2l(b)(2), be conducted by a competent person according to 29 CFR 1926.503(a)(2) and be current within 12 months of issuance of the Notice To Proceed.

8. A training certification record showing the names of employees trained, the date(s) of the training, training topics, and the signature of the trainer in accordance with 29 CFR l926.503 (b & c) must be submitted to FAA.

9. A Notice To Proceed will not be issued until written evidence is received by FAA showing compliance with the fall protection training requirement. All Contractor employees will be required to have on file with FAA, their training records before they will be permitted on the job site. Delays and related costs associated with the contractor's failure to comply must be the sole responsibility of the Contractor.

Storm Water Pollution Prevention Plan (SW3P): The aim of the SW3P is to prevent silt run off from rain and other water related events. The SW3P is a living document. Regardless of the acreage of work, the SW3P must be provided. The contents and format of the Plan must be in accordance with State or Federal requirements. And other water related events. The SW3P is a living document. Regardless of the acreage of work, the SW3P must be provided. The contents and format of the Plan must be in accordance with State or Federal requirements.

3.9 Miscellaneous Requirements.

A. Layout of Work: The Contractor must layout its work from established base lines and benchmarks indicated on the drawings and will be responsible for all measurements in connection with the layout. The Contractor should furnish, at its own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the Work. The Contractor will be responsible for the execution of the Work to the lines and grades that may be established or indicated by the RE. The Contractor will also be responsible for maintaining and preserving all stakes and other marks established by the FAA until authorized to remove them.

If such marks are destroyed by the Contractor or through its negligence before their removal is authorized, the FAA may replace them and deduct the expense of the replacement from any amounts due or to become due to the Contractor.

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PROJECT COORDINATION

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SECTION 01 31 13

PROJECT COORDINATION

PART 1 GENERAL

1.1 Section Includes

A. This section specifies requirements for requests for information as well as special and regularly scheduled progress meetings.

1.2 Related Sections

A. General Conditions of the Contract; Section 01 11 00, Summary of Work; Section 01 32 00, Construction Progress Documentation; and Section 01 33 00, Submittal Procedures.

1.3 Request for Information Procedures

A. Use FAA’s RFI Form. FAA will provide sample forms at the Pre-Construction Meeting.