FAA-QVR-1400368 Specifications.pdf

FAA-QVR-1400368

June 9, 2017

SPECIFICATIONS

Replace Roof on the ARSR Facility (QVR)

Oceana Naval Air Station

Virginia Beach, Virginia

Prepared for:

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

Southern Region 1701 Columbia Avenue College Park, Georgia 30337

Prepared by:

T4 Southern Region 3800 Camp Creek Parkway Building #2400, Suite 106 East Point, Georgia 30331

Replace HVAC Units and duct work in ARSR {Parsons Table of Contents Virginia Beach, VA Rev 0 00 01 10-i

SECTION 00 01 10

TABLE OF CONTENTS

DIVISION 01 GENERAL REQUIREMENTS

01 10 00 SUMMARY OF WORK

01 31 13 PROJECT COORDINATION

01 32 10 CONSTRUCTION PROGRESS DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29 HEALTH, SAFETY AND EMERGENCY RESPONSE PROCEDURES

01 45 00 QUALITY CONTROL

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 60 00 PRODUCT REQUIREMENTS

01 71 33 PROTECTION OF ADJACENT CONTRUCTION

01 74 00 CLEANING AND WASTE MANAGEMENT

01 77 00 CLOSEOUT PROCEDURES

DIVISION 06 WOOD, PLASTICS, AND COMPOSITES

06 10 53 MISCELLANEOUS ROUGH CARPENTRY

DIVISION 07 THERMAL AND MOISTURE PROTECTION

07 54 16 ETHYLENE INTERPOLYMER (KEE) ROOFING

07 62 00 SHEET METAL FLASHING AND TRIM

07 92 00 JOINT SEALANTS

DIVISION 23 MECHANICAL

23 05 00 COMMON WORK RESULTS FOR HVAC

23 05 53 MECHANICAL IDENTIFICATION

23 05 93 TESTING, ADJUSTING, AND BALANCING

23 09 23 DIRECT DIGITAL CONTROL SYSTEM FOR HVAC

23 31 13 METAL DUCTS

23 33 00 AIR DUCT ACCESSORIES

23 81 03 PACKAGED HVAC EQUIPMENT

DIVISION 26 ELECTRICAL

26 05 05 SELECTIVE DEMOLITION FOR ELECTRICAL

26 05 19 LOW VOLTAGE CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

26 05 33.10 UNDERGROUND CONDUITS FOR ELECTRICAL SYSTEMS

26 05 53 IDENTIFICATION OF ELECTRICAL SYSTEMS

26 08 00.13 TESTING AND INSPECTING ELECTRICAL EQUIPMENT

26 24 16 PANELBOARDS

26 27 26 LOW VOLTAGE WIRING DEVICES

26 28 00 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 28 13 FUSES

26 41 00 FACILITY LIGHTNING PROTECTION

END OF SECTION 00 01 10

Replace HVAC Units and Duct Work in ARSR {Parsons SUMMARY OF WORK Virginia Beach, VA Rev 01 -- March 2015 01 11 00-1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 Summary

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Type of the Contract.

3. Work phases.

4. Work under other contracts.

5. Products ordered in advance.

6. Contractor-furnished products.

7. Use of premises.

8. Contractor's occupancy requirements.

9. Work restrictions.

10. Specification formats and conventions.

11. Miscellaneous Provisions

1.2 Work Covered by the Contract Documents

A. Project Location: QVR Long Range Radar Site, NAS Oceana, Virginia Beach, VA (1245 Millerstore Rd

Virginia Beach, VA 23455) B. The work consists of the following:

General:

1. Subcontractor will utilize the designated access points as directed by the Construction Safety and

Phasing Plan (CSPP) or by the Parsons Resident Engineer (RE). Location of construction entrance will be confirmed at the pre-construction meeting.

2. A location for construction laydown will be designated for use by Parsons and the Site Management through the Construction Safety and Phasing Plan (CSPP). Any additional storage locations will need to be coordinated with the Parsons RE.

Methodology of Construction is at the discretion of the Subcontractor and will need to be presented during the solicitation process.

Roof Demolition/Installation and Lightning Protection

1. Subcontractor will provide for roofing installation in accordance with project drawings and specifications. Work includes removal of existing lightning protection system, roof and flashing removal, blocking, new rigid insulation, cover board and membrane.

2. Once roof is completed, Subcontractor will install new lightning protection in accordance with project drawings and specifications.

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

1.3 Type of Contract

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

1.4 Work Phases

A. Not Used.

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1.5 Work under Other Contracts

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

1.6 Products Ordered in Advance

A. General: Contractor has negotiated Purchase Orders with suppliers of material and equipment to be incorporated into the Work. Contractor will assign these Purchase Orders to Subcontractor. Costs for receiving, handling, storage if required, and installation of material and equipment are included in the Subcontract Sum.

1. Contractor's responsibilities are same as if Contractor had negotiated Purchase Orders, including responsibility to renegotiate purchase and to execute final Purchase-Order agreements.

B. List of Products Ordered in Advance:

1. None

1.7 Contractor or Government Furnished Property

A. Property refers to products, equipment, materials, or other items provided by either the Contractor or FAA.

Unless otherwise indicated, requirements related to Contractor 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 Contractor's property.

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

2. Contractor will arrange and pay for delivery of Contractor-furnished items according to

Subcontractor's Construction Schedule.

3. After delivery, Contractor will inspect delivered items for damage. Subcontractor shall be present for and assist in Contractor's inspection.

4. If Contractor-furnished items are damaged, defective, or missing, Contractor will arrange for replacement.

5. Contractor will arrange for manufacturer's field services and for delivery of manufacturer's warranties to Subcontractor.

6. Contractor will furnish Subcontractor the earliest possible delivery date for Contractor-furnished products. Using Contractor-furnished earliest possible delivery dates, Subcontractor shall designate delivery dates of Contractor-furnished items in Subcontractor's Construction Schedule.

7. Subcontractor shall review Shop Drawings, Product Data, and Samples and return them to Contractor noting discrepancies or anticipated problems in use of product.

8. Subcontractor is responsible for receiving, unloading, and handling Contractor-furnished items at Project site.

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

10. If Contractor-furnished items are damaged as a result of Subcontractor's operations, Subcontractor shall repair or replace them.

11. Subcontractor shall install and otherwise incorporate Contractor-furnished items into the Work.

C. Contractor-Furnished Property:

1. None D. Receiving Reports: Receipt and/or transfer of all Contractor-Furnished Property provided to the

Subcontractor shall be documented on material receiving reports using FAA 4650-12 Form provided by the Contractor.

1.8 Use of Premises

A. Access to the Worksite: Access to the Worksite must be with approval of the 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. All construction equipment and materials must be removed from the runway and taxiway at the end of each work day and as directed by the RE.

B. Restrictions: Access to certain locations of the project may be restricted due to facility operations.

Subcontractor must yield to facility operations that require use of the premises, and when instructed must

Virginia Beach, VA Rev 01 -- March 2015 01 11 00-3 vacate the area in question. Unless otherwise indicated, Subcontractor 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: Contractor shall 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: Contractor shall 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 areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine constructions operations to areas where work is permitted.

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

3. Driveways and Entrances: Keep driveways parking garage, 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 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 Contractor’s Occupancy Requirements

A. 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.

B. 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 shall 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 shall be fully operational, and required tests and inspections shall 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 shall be generally performed inside the existing building during normal business working hours of 0700 a.m. to 3:30 p.m., Monday through Friday, except otherwise indicated.

1. Weekend Hours: Schedule weekend hours with the RE and Project Manager.

2. Early Morning Hours: Schedule early morning hours with the RE and Project Manager

3. Hours for Utility Shutdowns: provide 72 hours’ notice of utility shutdowns.

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:

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

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

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C. Nonsmoking Building: Smoking is not permitted within the building or within 25 feetof 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 Project Manual 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 Project Manual 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 shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural and plural words shall 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 Contractor or by others when so noted.

a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

1.12 Miscellaneous Provisions

A. Project Specific Acronyms, Abbreviations, and References

1. Not Used

B. On-Site Communications: Communications of project shall be done between the Site Supervisor and Parsons RE. Any change to contract documents shall be between Subcontractor representative, Parsons Subcontract Administrator and Parsons Project Manager.

C. Compliance with Local and Other Codes: The Subcontractor will be responsible for coordination of all Work. The Subcontractor must obtain any licenses or permits necessary to perform the Work not provided by the Contractor, and must comply with all applicable Federal, State, and local regulations in connection with the Work. The Subcontractor is responsible for paying for any permits or licenses required to perform the Work not provided by the Contractor, and such costs are deemed included in the Subcontract amount.

The Contractor is not responsible for payment of any amount for actions taken by a state, local, or other jurisdiction as a result of Subcontractor’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 Subcontractor has been provided a written NTP from the SA.

Submittals required for NTP must be submitted to the PM 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 SA. The SA will advise the Subcontractor 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 Subcontract. Required submittals of NTP include:

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1. Payment and Performance Bonds [are] [are not] 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 Subcontractor Staff Assignments and Project Organization Chart

3.2 Payment and Performance Bonds

A. Bonds must comply with the requirements of Section H.16 of the Subcontract, and be on the bond forms provided by the SA.

3.3 Project Specific Insurance Requirements

A. Certificates of Insurance (COI): Subcontractor must submit COI(s) to the SA in accordance with Section H of the Subcontract. In addition to Waiver of Subrogation and other requirements of Sections H, each COI shall include, in the “Description of Services” section of the ACORD Form, the Subcontract 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: PTSI Managed Services Inc., Parsons Corporation and its subsidiaries, and the United States of America acting by and through the Federal Aviation Administration. Waiver of subrogation applies as required by contract.”

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

1. Builder’s Risk Insurance. The Subcontractor 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 Subcontractor’s Builder’s Risk Insurance shall 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 Subcontractor’s Builder’s Risk Insurance shall be sufficient to cover the value of the installation. The Subcontractor shall be solely responsible for any deductibles carried under its Builder’s Risk Insurance.

C. Other Additional Insureds: In addition to the requirements of paragraph 3.3 A. above, the Subcontractor’s insurance policies must be endorsed to include other entities as additional insured as required by Federal Aviation Administration. No work may be performed and no vehicle or equipment may enter the Air Route Surveillance Radar facility unless the proper insurance has been provided. The Subcontractor must obtain the most recent endorsement forms from Federal Aviation Administration. Certificates of Insurance shall be forwarded to Certificate Holders designated by the Additional Insured in accordance with this clause.

D. Required Limits of Insurance. The insurance requirements set out in Section H of the Subcontract are minimum requirements for this Project. Coverage for General Liability and Automobile Liability Insurance shall be in accordance with the requirements of the Federal Aviation Administration comprised of such primary and excess policies of insurance as the Subcontractor find feasible to purchase during the term of the Subcontract to meet the requirements. The insurance requirements set out in Section H.17 of the Subcontract are hereby modified as follows:

1. The insurance coverage for Commercial General Liability Insurance, including Contractual Liability and Completed Operations coverage, is hereby modified with limits of not less than one million dollars ($1,000,000) combined single limits.

2. The insurance coverage for Automobile Liability Insurance set out in subparagraph 5.1A.3 of the General Conditions is hereby modified to provide all required coverage with limits of not less than one million dollars ($1,000,000) combined single limit.

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3.4 Project Safety and Quality

A. Risk Management Plan: Subcontractor must develop a RMP that covers safety and quality for the project.

The RMP must be submitted for approval in accordance with Section H.10 of the Subcontract.

Construction shall not commence until the RMP has been approved by the PM.

B. On Site Communications: Appropriate on site communications must be established with the RE and Subcontractor 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 Subcontractor 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 Subcontractor 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 Subcontractor employees, then Subcontractor must maintain on site a liaison person who can effectively communicate with with on-site personnel.

Subcontractor 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 PM 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. Subcontractor Safety Inspections: The Subcontractor 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 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 SA will schedule a pre-construction meeting after Notice of Award. Required attendance includes Subcontractor, Subcontractor’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 Subcontractor must submit other items, including those identified in Section G of the Subcontract, 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 Contractor reserves the right to enter the premises during the term of the Subcontract for quality assurance work inspections and/or maintenance of existing navigational and communication facilities.

B. After NTP and prior to initiating Work, Subcontractor 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 Subcontractor's operations.

C. Subcontractor will be responsible for the cost of any repair caused by Subcontractor’s operations or the operations of its lower tier subcontractors. All damage to the existing Site including, but not limited to, Virginia Beach, VA Rev 01 -- March 2015 01 11 00-7 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 Contractor.

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

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

2. Relieve the Subcontractor or its lower tier contractors 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 Subcontractor or its lower tier contractors from any Subcontract requirement, nor is the RE authorized to change any requirement of the Subcontract.

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 Subcontractor 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. Contractor 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 Contractor 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 Subcontractor 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. Subcontractor 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 maintenance manuals have been approved.

F. At the option of Contractor, Contractor and Contractor 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 Contractor, the Subcontractor must provide Contractor at least three working days advance written notice of this postponement or cancellation.

G. Coordinate all required outages with Contractor through the RE. The Subcontractor must determine quantity and duration of outages required to complete the Work. The Subcontractor 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 Subcontractor shall be required to submit written work plans in accordance with the Subcontract 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 shall not commence until approval has been provided.

B. Crane Work Plan:

1. Notify the RE at least 48 hours prior to the arrival of any crane at the work site.

2. On the day of arrival of the crane at the work site, and every day the crane is at the work site thereafter, notify the RE of its presence and location.

3. The following information for each crane must be given to the Resident Engineer:

• Boom or lead height

• Weight

2. Crane must be grounded.

3. Crane must have an up-to-date Certificate of Insurance.

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4. Crane operator must have an up-to-date Operator License.

5. Crane must have appropriate flags and lights on top.

D. 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 subcontractor or lower-tier subcontract personnel, the Subcontractor shall:

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

Protection Plan shall identify specific situations where fall protection is required by all subcontract and lower-tier subcontract 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 shall comply with 29 CFR 1926.502(b).

Additionally, these systems shall:

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 shall 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 shall 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 shall comply with 29 CFR

1926.502(c). Additionally, these systems shall:

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:

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 shall 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 shall 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 shall 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 shall comply with 29 CFR1926.502 (d). The subcontractor shall identify, in writing, an observer to be present on

Virginia Beach, VA Rev 01 -- March 2015 01 11 00-9 the ground at all times when personnel are engaged in activities requiring the use of these systems.

(This person shall have certification by training and experience as a competent person in fall protection and shall not have any other duties that will encumber the observing duties.) Additionally, these systems shall:

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 shall 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 Subcontractor shall maintain records of inspection at the job site for review by Parsons Personnel and/or regulatory agencies.

5. Positioning Device Systems must comply with 29 CFR 1926.502(e). The Subcontractor shall 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 shall have certification by training and experience as a competent person in fall protection and shall not have any other duties that will encumber the observing duties.) Additionally, these systems shall:

a. Utilize full body harnesses (which meet ANSI Al0. 14-1991). Body belts shall 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 29 CFR 1926.502(e)(9). The Subcontractor shall maintain records of inspection at the job site for review by Parsons 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 shall 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 shall 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) shall be submitted to Parsons.

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

3.9 Miscellaneous Requirements

A. Layout of Work: The Subcontractor must layout its work from established base lines and bench marks indicated on the drawings, and will be responsible for all measurements in connection with the layout. The Subcontractor 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 Subcontractor will be responsible for the execution of the Work to the lines and grades that may be established or indicated by the RE. The Subcontractor will also be responsible for maintaining and preserving all stakes and other marks

Virginia Beach, VA Rev 01 -- March 2015 01 11 00-10 established by the Contractor until authorized to remove them. If such marks are destroyed by the Subcontractor or through its negligence before their removal is authorized, the Contractor may replace them and deduct the expense of the replacement from any amounts due or to become due to the Subcontractor.

END OF SECTION 01 11 00

Replace HVAC Units and Duct Work in ARSR {Parsons PROJECT COORDINATION Virginia Beach, VA Rev 01 -- March 2015 01 31 13-11

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 Contractor’s RFI Form. Contractor will provide sample forms at the Pre-Construction Meeting.

Complete the form for any RFI and submit two copies of the RFI to the PM, and one copy to the SA.

B. RFIs identifying a technical question relating to the design or construction of the project shall be submitted to the RE for disposition by the PM. Copies of the RFI are to be provided to the PM and SA in accordance with subparagraph 1.3 A. Attach drawings, sketches, and other clarifying documents along with recommended resolution if known. PM will respond and transmit Contractor’s response to the RFI to the Subcontractor with copies to the RE and SA.

C. If Subcontractor determines that Contractor’s response to the RFI may impose a cost or a schedule impact on the Work, Subcontractor must inform the PM in writing with copies to the RE and SA within (3) working days from receipt. Subcontractor is not to proceed with any Work that incurs additional cost or time on the basis of an RFI. If no cost or schedule impact notification is received from Subcontractor within specified time, Subcontractor will be deemed to have accepted Contractor’s response and responsibility for Work described therein.

D. Subcontractor must maintain its own RFI log. The RFI number must be prefixed by Contractor assigned number followed by a dash followed by a sequential number starting at 001.

1.4 Weekly Progress Meetings

A. Meetings with Subcontractor shall be held weekly with date, time and location to be specified by RE. The purpose of these meetings will be to conduct a joint review, review the quality of the on-going Work, and agree on project progress and subsequent submittals of updated and actual progress schedules.

1.5 Pre-installation/Pre-work Meetings

A. When required in individual specification sections, convene a pre-installation meeting at Worksite before starting work requiring a written work plan. The purpose of the meeting will be to review the Subcontractor’s work plan, determine acceptability of the Subcontractor’s work plan, and provide authorization to proceed with the Work if the work plan is acceptable. Require attendance of parties directly affecting, or affected by, work of the specific section and RE. Notify the RE and PM as required by the Facility, but no less that two work days before the meeting.

PART 2 PRODUCTS [Not Used]

PART 3 EXECUTION [Not Used]

END OF SECTION 01 31 13

Replace HVAC Units and Duct Work in ARSR {Parsons CONSTRUCTION PROGRESS Virginia Beach, VA Rev 01 -- March 2015 01 32 10-12

SECTION 01 32 10

CONSTRUCTION PROGRESS DOCUMENTATION

1.1 Summary

A. This section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work.

A. Related Sections include the following: General Conditions of the Contract Part I Section G; Section 01 11 00, Summary of Work; Section 01 31 13, Project Coordination; and Section 01 33 00, Submittal Procedure.

1.3 General Requirements for Construction Schedule

A. Prescheduling Conference: The Subcontractor and Contractor shall conduct a conference to review methods and procedures related to the Subcontractors Proposed Construction Schedule and Contractor’s Preliminary Construction Schedule including the following:

1. Review any software limitations and content and format for reports.

2. Review delivery dates for Contractor Furnished Property or Government Furnished Property.

3. Review schedule for work of any other separate contracts planned for the site.

4. Review time required for review of submittals and resubmittals.

5. Review requirements for tests and inspections by independent testing and inspecting agencies.

6. Review time required for completion and startup procedures.

7. Review and finalize list of construction activities to be included in schedule.

8. Review submittal requirements and procedures.

9. Review process for updating schedule.

B. Coordination: Coordinate preparation and processing of schedules and reports with performance of construction activities, and scheduling and reporting of separate lower tier subcontractors. Coordinate the Subcontractor's Construction Schedule with the Schedule of Values, List of Lower Tier Subcontractors, Submittals Schedule, Progress Reports, Payment Requests, and any other required schedules and reports.

A. Secure time commitments for performing critical elements of the Work from parties involved.

B. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.

C. Submitting Schedule Information: Subcontractor shall submit all schedule information electronically on the KSN website established for the project at the following link; https://ksn2.faa.gov/tssc/CM/WR- Sites/SO-1422/default.aspx

PART 2 PRODUCTS

2.1 Submittals

A. Construction Related Submittals required to create a Construction Progress Schedule include the following:

1. Submittal Schedule.

2. Schedule of Values.

3. Long Lead and Special Order Material and Equipment.

4. List of Products including Test and Inspection.

5. List of Principal Suppliers and Fabricators.

6. Contractor or Government Furnished Property

2.2 Subcontractor’s Submittal Schedule

A. Submit a schedule of submittals, arranged in chronological order by dates required by the Contractor’s Preliminary Construction Schedule. Include time required for review, resubmittal, ordering, manufacturing, fabrication, and delivery when establishing dates.

B. Coordinate Submittal Schedule with list of lower tier subcontractors, the Schedule of Values, and other Construction Related Submittals.

https://ksn2.faa.gov/tssc/CM/WR-Sites/SO-1422/default.aspx https://ksn2.faa.gov/tssc/CM/WR-Sites/SO-1422/default.aspx

Virginia Beach, VA Rev 01 -- March 2015 01 32 10-13

C. At a minimum, arrange the following information in a tabular form in a format acceptable to the PM:

1. Schedule date Scheduled date for each.

2. Specification Section number and title.

3. Submittal category (action or informational).

4. Name of subcontractor.

5. Description of the Work covered.

6. Scheduled date for Contractor’s final release or approval

D. Include submittals required during the first 60 days of construction. List those required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication.

2.3 Subcontractor’s Construction Schedule

A. Time Frame: Extend schedule from date established for the Notice of Award to date of Final Completion.

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

B. Activities: Treat each area as a separate numbered activity for each principal element of the Work.

Comply with the following:

1. Activity Duration: Define activities so no activity is longer than 40 calendar days, unless specifically allowed by PM.

2. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

3. Submittal Review Time: Coordinate submittal review times in Contractor's Construction Schedule with Submittals Schedule. Include review and resubmittal times.

3. Startup and Testing Time: Include not less than 14 calendar days for startup and testing.

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

Completion, and allow time for Contractor’s administrative procedures necessary for certification of Substantial Completion.

C. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected

1. Phasing: Arrange list of activities on schedule by phase.

2. Work under More Than One Contract: Include a separate activity for each contract.

3. Work by FAA: Include a separate activity for each portion of the Work performed by FAA.

4. Products Ordered in Advance: Include a separate activity for each product. Include delivery date.

Delivery dates indicated stipulate the earliest possible delivery date.

5. Contractor or Government Furnished Property: Include a separate activity for each product. Include delivery date indicated in Section 01 10 00 "Summary of Work." Delivery dates indicated stipulate the earliest possible delivery date.

6. Work Restrictions: Show the effect of the following items on the schedule

a. Coordination with existing construction.

b. Limitations of continued occupancies.

c. Uninterruptible services.

d. Partial occupancy before Substantial Completion.

e. Use of premises restrictions.

f. Provisions for future construction.

g. Seasonal variations.

h. Environmental control.

7. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following:

a. Subcontract awards.

b. Submittals.

c. Purchases.

d. Mockups.

e. Fabrication.

f. Sample testing.

g. Deliveries.

Virginia Beach, VA Rev 01 -- March 2015 01 32 10-14

h. Installation.

i. Tests and inspections.

j. Adjusting.

k. Curing.

l. Startup and placement into final use and operation.

8. Area Separations: Identify each major area of construction for each major portion of the Work.

Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities to provide for the following:

a. Structural completion.

b. Permanent space enclosure.

c. Completion of mechanical installation.

d. Completion of electrical installation.

e. Substantial Completion

D. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and Final Completion.

E. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal Gantt-chart-type, Subcontractor's Construction Schedule within 10 days of date established for the Notice of Award. Base schedule on the Preliminary Construction Schedule and whatever updating and feedback was received since the start of Project. Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

1. For construction activities that require 3 months or longer to complete, indicate an estimated completion percentage in 5 percent increments within time bar.

F. After all Subcontract Work items are complete, and as a condition of final payment, Subcontractor must submit an "As-built Contract Schedule" in same format as the Schedule showing actual start and finish dates for all Work activities and milestones, based on the accepted monthly updates.

2.4 Reports

A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site:

1. List of subcontractors at Project site.