Quantico TEVOC Total Pavement Replacement SOW.pdf

UNCLASSIFIED // FOR OFFICIAL USE ONLY

FEDERAL BUREAU OF INVESTIGATION

FINANCE AND FACILITIES DIVISION | PROCUREMENT SECTION

QUANTICO TEVOC TOTAL PAVEMENT

REPLACEMENT PROJECT

Performance Work Statement

April 25, 2025

PROPERTY OF THE UNITED

STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION

OF THIS DOCUMET TO UNAUTHORIZED PERSONS IS PROHIBITED

Do not remove this notice Return documents to U.S. Government for destruction when no longer needed

TEVOC Skills Pad Paving Project

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FOR OFFICIAL USE ONLY

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Table of Contents

1. Introduction

2. Preamble

3. Requirements Specifications

4. Procedures

5. Progress Payments

6. Project Meetings

7. Environmental and Safety Concerns

8. Operational concerns

9. Codes and Standards

10. Personnel Security / Access Requirements

12. Government Furnished Equipment or Information

13. Place of Performance

14. Hours of Operation

15. Travel

16. Government Representatives

17. Appendices

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1. Introduction

Project Name: Quantico TEVOC Total Pavement Replacement Project Solicitation Number: TBD Building Address: Quantico, VA 22135 Contract Type: Firm Fixed-Price Design-Build Contract Contract Duration: 120 calendar days from Notice to Proceed (NTP)

2. Preamble

1.1 Overview

The Government’s approach to this contract has been to structure a framework that will support a successful partnership between a Design-Build Construction (GC) team and the Government that will enable the Government, based on funding opportunities, to select from a list of options that will remediate existing issues with the paved areas of the Skills Pad, Urban Neighborhood, Lower Skills Pad and Parking Lot, Upper Parking Lot, TEVOC Parking Lot and Track. Remediation and replacement of the existing asphalt paved areas and associated work hereafter referred to as the “Project” should be within the cost(s), on schedule(s), and to acceptable levels of quality and performance.

2.2 Background

The Government contemplates award of a fixed-price Task Order for the services set forth herein. This Scope of Work supplements all terms and conditions set forth in any existing IDIQ or similar task order type contract which the GC may hold with the FBI. To the extent that any term(s), condition(s) or requirement(s) set forth herein conflict with any existing contract with the FBI, the term(s), condition(s) or requirement(s) which require greater effort by the GC shall apply.

2.3 Assumptions and General Observations

2.3.1 ASSUMPTIONS

The Government does not have original engineering drawings of the Skills Pad. The following assumptions are made for pricing purposes:

• Existing wearing Course 1.5” thick

• Existing wear course will be milled away, leaving no scabs.

• Existing base course is 2-4” thick

• Existing subbase is 4”-6” thick

• Liquid asphalt mixture based on VDOT index for PG64S-22 liquid asphalt; PG64E-22 liquid asphalt

• New Wearing course will have Class E polymer additive and 12.5 mm aggregate mix o Wear course thickness as follows:

▪ Track, Skills Pad, and Urban Neighborhood (including TEVOCISTAN streets) 2.5” thickness – this can be accomplished with a single lift.

▪ Wear course joints will be located at the crown, or in the lane divisions.

▪ Joints will be neat and logically located for longevity.

▪ Parking Lots, TEVOC Building area, Lower Skills Pad, “Jiffy Lube”, Confrontation House, Gas Station and Car Wash asphalt areas to be 1.5” thickness

• Refer to Site Map Attachment 1

• 10-20% of asphalt will contain recycled milled asphalt from this site.

• Crushed River Run will be tapered from the top surface of the new roadway out 24” flush with grade at all track curves at both inside and outside of curve

• Railroad crossing will be removed, and new pavement installed without interruption

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• All Markings will be duplicated, except RR Crossing. Place shoulder markings at each side of roadway at this location

• Existing Railroad crossing stretch increase roadway 5’ wider (price as option).

• Replace current flexible roadway delineator posts in kind (glue down base).

• Assume 5% of base course and subbase requires replacement.

• Assume milling close to permanent structures.

• Assume 18” wide highway rumble strips on each shoulder of the track.

• Government will remove all vehicles and obstacles prior to GC starting operations.

• Existing track concrete pavement to remain, Asphalt transition to concrete pavement to be level.

• Warranty period to include a post inspection and repair of new pavement and all new joints.

30 days after installation

2.3.2 GENERAL OBSERVATIONS

In general, the asphalt areas are displaying advanced aging signs.

• The wear course is delaminating in many areas, pot holes have developed, moderate to severe cracking and alligator cracking has developed.

• A few areas at high-speed turns shows signs of heavy applied loads exposing and damaging base course.

• On an on-ramp road rainwater accumulates and runs across a section of pavement causing hydroplaning at high speeds and has resulted in a crash totaling a training vehicle. As part of this project the GC will elevate the road and shed water towards the existing swale, and place crushed river run at the elevated side and taper to the existing grade.

o Refer to Site Map Attachment 1

2.4 Areas of Work

2.4.1 SKILLS PAD

The Tactical Emergency Vehicle Operations Center (TEVOC) Skills Pad is a paved rectangular area of approximately 173,340 SF used for vehicle training. Students are taught how to drive safely and effectively and avoid getting harmed in dangerous situations. The training prepares drivers to handle an array of dangerous situations, from maneuvering out of a common rear-end spinout to more dangerous techniques such as how to ram a threatening vehicle. The Scope of Work includes options for the following:

a. All engineering, construction, project management, quality control and other related services necessary to design, construct and delivery of the completed project. Related services include, but shall not be limited to scheduling, permitting approvals by the MCBQ Authority Having Jurisdiction (AHJ), testing and inspection during construction.

b. Mill the existing wear course such that no scabbing remains and the base course is ready for the primer application and new surfacing material. Recycle, and remove waste in compliance with FBI and state and local regulations.

c. Base course, degraded subbase restoration and remediation as required. Ensure good drainage is maintained. Replace flexible roadway delineator posts in kind. Install new 2.5” thick asphalt wear

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course, as described above in section 2.3.1.

2.4.2 URBAN NEIGHBORHOOD

The Tactical Emergency Vehicle Operations Center (TEVOC) Urban Neighborhood is a paved rectangular area of approximately 39,301 SF, laid out in a club shaped grid, used for urban and neighborhood based vehicular training. As with the Sills Pad, students are trained to pursue and evade in an array of dangerous vehicular scenarios, with the aim of doing so without harm to agents, civilians and civilian property. The Scope of Work includes options for the following:

a. All engineering, construction, project management, quality control and other related services necessary to design, construct and delivery of the completed project. Related services include, but shall not be limited to scheduling, permitting approvals by the MCBQ Authority Having Jurisdiction (AHJ), testing and inspection during construction.

b. Mill the existing wear course such that no scabbing remains, and the base course is ready for the primer application and new surfacing material. Recycle, and remove waste in compliance with FBI and state and local regulations.

c. Base course, degraded subbase restoration and remediation as required. Ensure good drainage is maintained. Replace flexible roadway delineator posts in kind. Install new 2.5” thick asphalt wear course, as described above in section 2.3.1.

d. At Jiffy Lube area mill close to building and roof support columns as required to feather pavement such that it maintains existing slope and meets existing building slab.

e. At conexes and sprung arches mill close to conexes and under arches, maintain existing slopes, install new asphalt at a depth of 1.50inches thick and as described in section 2.3.1 above.

2.4.3 TRACK

The Tactical Emergency Vehicle Operations Center (TEVOC) Track is a paved Le Mans type track of approximately 472,907 SF, including, straightaways, curves, downhill vertical curves, serpentine portions, concrete straightaway portion and railroad crossing used for high-speed training. The Scope of Work.

a. All engineering, construction, project management, quality control and other related services necessary to design, construct and delivery of the completed project. Related services include, but shall not be limited to scheduling, permitting approvals by the MCBQ Authority Having Jurisdiction (AHJ), testing and inspection during construction.

b. Mill the existing wear course such that no scabbing remains, and the base course is ready for the primer application and new surfacing material. Recycle, and remove waste in compliance with FBI and state and local regulations.

c. Base course, degraded subbase restoration and remediation as required. Ensure good drainage is

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maintained. Replace Install new 2.5” thick asphalt wear course, replace all markings, remove railroad crossing, mark former railroad crossing shoulder opposite curve, extend the roadway 5’ on outer side of roadway, and install shoulder crushed river run, and rumble strips as described above in section 2.3.1.

d. At low water area of track as delineated on the Site Map, Attachment 1, elevate the roadway, slope to existing tree lines swale, and install crushed river run sloped to grade on each side of roadway, as described in section 2.3.1 above. Refer to Site Map, Attachment 1.

2.3.4 PARKING LOTS (Option A Pricing to be included)

TEVOC parking lot areas comprise approximately 98,900 SF of asphalt pavement area. Included in this area are a car wash building and gas pump area. The gas pump area itself is on a concrete pad with asphalt pavement feathered into it. The GC must follow regulations for Hazardous material at this area. The statement of work in this area is as follows:

a. All engineering, construction, project management, quality control and other related services necessary to design, construct and delivery of the completed project. Related services include, but shall not be limited to scheduling, permitting approvals by the MCBQ Authority Having Jurisdiction (AHJ), testing and inspection during construction.

b. Mill the existing wear course such that no scabbing remains, and the base course is ready for the primer application and new surfacing material. Recycle, and remove waste in compliance with FBI and state and local regulations.

c. Base course, degraded subbase restoration and remediation as required. Ensure good drainage is maintained. Replace Install new 1.5” thick asphalt wear course, replace all markings, feather asphalt into concrete pad and pavement areas, and install and perform work as described above in section 2.3.1.

The General Contractor (GC) has the responsibility to provide full design and construction services, including survey and analysis, with adherence to the Virginia Department of Transportation (VDOT) standards and the most current codes and local regulations listed in Section 9 of this document, and all other applicable codes, regulations and standards as required to provide the Government with a complete project that meets the requirements provided.

3. Requirements Specifications This document shall serve as the basis for a detailed cost proposal and subsequent negotiation between the Government and the GC, to work with the FBI’s technical leads to solidify requirements, provide all necessary professional, technical, construction services, and support to fully satisfy the Government’s requirements identified herein to mill, excavate, remove, remediate sub and base courses, as required, proof roll targeted areas requiring new subbase course, repave, place and compact the fresh wearing course; to the skills pad, urban neighborhood, and or track and parking lot asphalt pavement surfaces. The GC shall provide all management supervision, labor, materials, supplies and equipment and shall investigate, plan, schedule, coordinate and assure effective performance of all services required. The GC shall subcontract the services of a qualified commercial asphalt paving contractor to perform the work who is certified to provide a warranty for all work installed.

The Government seeks the services of the GC to complete all work as described for this project. The GC must document their design and construction intent for how they propose to perform the services to complete the work required.

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3.1 Task Descriptions

The Statement of Required Services below sets forth a synopsis of the existing conditions, deficiencies, design criteria, and the program requirements. This material is furnished for orientation and shall not relieve the GC of the responsibility to conduct a comprehensive project evaluation by performing non-destructive testing (road coring) and on-site surveys as required to determine the exact work requirements and verify all existing conditions following contract award.

All Architect-Engineer (A-E) Services required in this SOW shall be performed by licensed Civil Engineers registered in the Commonwealth of Virginia.

The work of this SOW shall be performed in accordance with the standards and guidelines provided in the Quantico Campus Design and Construction Standards Guides and the GC is to work with the FBI’s technical staff to coordinate the requirements and resolve any outstanding questions. These standards provide a basis for safe access at FBI Quantico and will ensure efficient operation of the transportation system:

• Virginia Department of Transportation (VDOT)

• Manual on Uniform Traffic Control Devices (MUTCD)

• American Association of State Highway and Transportation Officials (AASHTO).

The Statement of Required Services below sets forth a synopsis of the existing conditions, deficiencies, design criteria, and the program requirements. This material is furnished for orientation and shall not relieve the GC of the responsibility to conduct a comprehensive project evaluation by performing non-destructive testing and on-site surveys as required to determine the exact work requirements and verify all existing conditions following contract award.

The project will include, but not be limited to, the following:

1. GC shall review the asphalt pavement areas as outlined above in section 2.4 along with all slope, grading, and road widths and crown to determine their effects drainage, joints and any impacts on the scope of work and photographs to use as the basis for the new work and gain familiarity with the site.

2. GC shall survey the existing conditions of the paved area for familiarization to determine the deficiencies found and appropriate approach for the repair and replacement of the affected areas.

3. GC shall prepare and submit a QA/QC Plan defining the quality requirements, procedures and processes to be implemented for the project.

4. GC shall prepare and submit a Safety Plan defining all of the safety requirements, procedures and processes to be implemented for the project.

5. GC shall prepare and submit a project schedule showing duration and estimated length and dates of all major portions of the work, and project milestones, within 15 days of the execution of the contract so that the Government may coordinate training and access schedules with the construction sequencing and required closures.

6. GC shall provide weekly schedule and access updates a minimum of 72 hours in advance so that the Government can coordinate training activities.

7. GC shall assess any impacts on the Environmental Assessment for the project.

8. GC shall prepare a phasing plan and phasing schedule showing the intended progression of construction for all major portions of the work to include progression of areas of the work, sequence of the work, delineating the sequence of work areas and duration of time in each work area (phase) to minimize the impact of the work on the users’ training schedule. Submit Phasing Schedule within 15 days of the

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execution of the contract so that the Government may coordinate schedules with the construction sequencing and required closures.

9. Temporary safety barriers and signage, at each phase and area of work, will need to be constructed for protection and prohibition of people, vehicles, and the work during construction.

GC shall be responsible for providing the following work tasks for TEVOC:

3.2 Paving Work

A. The GC shall hold a pre-paving meeting on site with the Government and its representatives prior to the start of the paving operation, a pre-paving meeting should be held approximately one week before paving operations commence with key GC personnel (placement, inspection, and quality control staff and subcontractor(s)) and the Government. The GC should present the paving 'plan' discussing subsurface, and surface preparation, paving and compaction widths/sequences, temperatures, proof rolling, compaction, climatic conditions and requirements, equipment pre-check arrangements, etc.

confirming the plans and specifications for the work. The GC and Government should walk the site(s).

B. The GC shall comply with the Virginia Department of Transportation Road and Bridge Specifications for the product and placement of heavy duty Hot-Mix Asphalt (HMA) with Class E polymer modifier, and allowable / recommended recycled aggregate mix and the Virginia Department of Transportation Road Design Manual for roadway wear course design standards and details.

a. As described in section 2.3 remediated base course and subbase will match existing design, unless

GC recommends otherwise. In this case the GC will submit an RFI / change order to the Government for review and approval or dismissal.

C. GC shall mill, remove and dispose off-site following all government regulations and requirements and allowable recycling of aggregate, and place new wear course mix, as described in section 2.3 above. A portion of this material can be recycled.

D. Once the new wear course is installed, rolled and compacted and cured the GC will mill rumble strips on each side of the track roadway beyond the road marker strips.

E. GC shall remove and dispose of existing asphalt courses and subbase (as required).

F. GC shall place a 24-inch-wide compacted crushed river run aggregate, on the shoulder sloped to grade at all inside and outside curves , each side of roadway, to facilitate drainage and prevent vegetation from growing into the asphalt pavement. This crushed river run shall be paced on the southern and eastern edges of the Skills Pad also.

3.3 Drainage and Earthwork

A. GC shall clean out and regrade the existing drainage ditches along the southern and eastern edges of the skills pad to drain to the existing storm structures.

B. GC shall construct a new infiltration/retention pond in the grassy area at the southeast corner of the

Skills Pad sized to accommodate a 50-year storm event over the Skills Pad. Run-off from the storm structures shall be piped or run to the pond.

C. GC shall regrade “lawn” areas as required to slope to the storm retention pond and reseed all disturbed areas.

D. In the Skills Pad area only, the GC shall be responsible for improving all drainage work in the scope of this project. All drainage work must comply with requirements, as applicable with requirements of the

Virginia Department of Environmental Quality (DEQ) as well as any applicable Quantico base requirements, local codes, and standards. The drainage work will provide positive drainage to all storm structures and to drainage ponds and shall meet the following requirements:

a) GC shall plan and test the conditions in the area including core testing of suspect pavement areas, soil and rock samples to develop a Geotech report as required to understand the existing pavement

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and soil conditions before starting any work and to verify exiting conditions.

b) Grading, pond work, storm structure(s) must be designed by licensed civil engineer, with survey, topography and layout executed by a licensed Surveyor, licensed in the state of Virginia.

c) GC shall identify all existing subsurface utilities and structures and verify that they are properly marked by contacting Miss Utility by calling 811 and the FBI’s Project Manager.

d) During the planning phase, the GC shall verify locations of all storm structures and existing utilities to determine the best route to maintain and any structures that need to be replaced or adjusted.

e) The GC shall provide all necessary protections around all earthwork to prevent any damage or excessive run-off and silting.

f) Backfilling and compaction of all drainage and earthwork shall be compacted to 90% maximum density for grassed areas and 95-100% maximum density under drainage areas.

3.5 Proposal Price

This document is to serve as the basis for a detailed Technical and Cost Proposal, with possible subsequent negotiations between the Government and the GC to provide all necessary professional and technical services to fully satisfy and support the Government’s requirements identified herein. Utilizing an approved QA/QC plan, the GC will provide all management, supervision, labor, materials, supplies, and equipment and shall investigate, plan, schedule, coordinate, and assure effective performance of all services required to design and construct a fully functional roadway paved area with associated work. The GC shall subcontract the services of qualified sub-consultants as necessary to complete the work required. The Government will not exercise any supervision or control over GC employees or subcontractors/sub-consultants performing the services herein. Such contract service providers shall be accountable solely to the GC who, in turn, is responsible to the Government. The Government does reserve the right to approve or deny any proposed Sub-consultants.

The GC’s proposal to perform this SOW shall include a narrative expressing the GC’s understanding of the Project along with a price proposal in Microsoft Excel format submitted using the format in the attached pricing spreadsheet to breakdown the cost into the items defined in the spreadsheet.

3.6 General Program of Requirements

In principle, this PWS is cumulative and presents the requirements in a sequence from the general to the specific. The requirements shall be treated as complementary to one another and not necessarily where one may take precedence over the other.

This document represents the Government’s requirements for the proposed work to the extent such requirements can be documented in the absence of a design to graphically illustrate the requirements. They capture the information that is of foremost importance to the Government for the work required. The Government believes these documents are thorough, of high quality, and are as complete as can reasonably be expected for use in a Design/Build approach.

The Government recognizes that Design Requirements alone, no matter how well prepared, cannot and need not convey all the information that should reasonably be understood by experienced design teams to design the utility infrastructure. Further, they cannot anticipate or regulate every variable of a design approach that is developed during the procurement process. Therefore, the Government expects that the design team, having the applicable knowledge and expertise required, to interpret the intent of the Design

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Requirements correctly, and shall supplement these documents with their expertise to achieve a complete, high quality, and fully functional project.

The project design and its ultimate implementation shall be complete in every way, and shall provide the durability, serviceability, sustainability, and full functionality anticipated by the requirements within this document, notwithstanding that all the technical requirements or arrangement of any component of the facility may not have been completely described.

3.7 Operational Considerations

The GC will be given control of the Area of Work for construction activities and shall set a schedule to complete the work as expeditiously as possible. The GC will be allowed access to the site with certain restrictions to protect the GC, its workers, and TEVOC users. That access must be coordinated with the Government’s PM and COR, TEVOC personnel and Security Division, who will provide the access. The existing building houses ongoing activities that must remain operational except for highly coordinated shutdowns through the Government’s COR.

These outages are to be minimized as much as possible. Hence, extreme care is required to ensure the existing facility remains operational and accessible during the period of work. All cranes, lifts, burn activities and other work requiring permitting shall be coordinated with the FBI’s Project Manager and appropriate safety personnel.

The Government understands that the GC may well schedule milling and wear course installation simultaneously.

The Government will require 72 hours’ notice so that it may coordinate activities appropriately.

3.7.1 Campus Access

The GC shall review the Government’s site access to determine if their equipment can access the site thru our West Gate entrance. IF determined that another route will be needed the Government PM will coordinate an alternative inspection location and entrance thru the Lunga Gate.

4. Procedures

4.1. General Requirements

1. The GC’s superintendent shall be on the job site during all construction phases. The GC shall maintain marked-up copies of any drawings at the job site showing as-built conditions. These drawings shall be updated daily and available for the Owner’s review.

2. The GC shall provide all management supervision, labor, materials, supplies, and equipment and plan, schedule, coordinate, and assure effective quality performance of all services required herein.

3. The GC is responsible for making sure all workers always use proper personal protective equipment that meets OSHA requirements as required while on site.

4. Any required drawing documents shall meet, at a minimum, the following requirements:

a) The Drawings shall be prepared to utilize AutoCAD and the AIA layering system.

b) The drawings shall clearly define the extent of the construction work required. All plans shall be drawn at a minimum scale of 1” = 50’ and in sufficient detail as to define all work fully and clearly.

5. There shall be no reference to the involved Government Agency in the construction documents, title block, cover sheet and/or project manual. The project shall be titled “Quantico TEVOC Asphalt Pavement Replacement Project,” or any other name deemed appropriate by the CO.

6. The Government’s PWS is not to be submitted with the construction documents. All applicable information shall be incorporated within the construction documents and/or within a project manual.

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7. Limits of the work area must be identified on a site plan. An overall site plan shall be provided and at the minimum note the locations for work involved. The GC shall submit informational RFIs to the Project CO as necessary throughout the project.

5. Deliverables

The GC is responsible for providing the following deliverables:

Deliverable Title Deliverable Date Method of Delivery

QA-QC program 5 business days after notice to proceed Email

Bar Chart Schedule 5 business days after notice to proceed Email

Safety Plan 5 business days after notice to proceed Email

Project Schedule – Cost Loaded

25 business days after notice to proceed Email

Period of Performance 90 days from award

Weekly Status Reports Every Tuesday Email

Warranties and Close-out Documents (incl. Record/As- Built docs)

At substantial completion but no more than 60 calendar days after Project Completion

Hard copy and CD

1. Each deliverable package shall be provided with the following items as applicable for the conformance to the Design Criteria and project requirements.

a) Specifications

b) Schedules

c) Product Data

d) Samples

e) Test Results

f) Certifications

g) Manufacturer’s Instructions

h) Manufacturer’s Field Reports

2. The GC shall provide the Government with a list of submittal deliverables to be provided and tie these to the project schedule. The minimum number of submittal deliverables is five (5) – 50%, 100%, IFC and a Final Record Document Set at the end of the project remembering that the Government shall provide final conformance acceptance to the Design Criteria requirements.

3. All design submissions shall have five (5) half-size drawing sets, one (1) full-size drawing set, and five

(5) CDs with specs, basis of design/inspection reports, and five (5) copies of any other information provided.

4. The Government is setting up the use of Newforma for project management and file transfers. The GC may be asked to use this system to communicate with the Government. There will be no cost impact to the GC.

5. All submissions are to be provided to the CO for the project unless the CO directs otherwise. The government shall require 10 business days to review and respond to any submission and the GC is required to respond in writing within 10 business days to any written Government comment and/or Request for Information.

6. During construction the GC shall provide copies via email in a format agreed to by the GC and COR at the start of performance containing the following, at a minimum: Staffing Summary, Hours and Labor performed, Current Management and Administrative problems, and Action items. The GC shall also

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include in their weekly report activities that were completed (highlights), areas of risk, and personnel and their responsibilities for that time as well as Daily Construction Status Reports, submittals for information, and schedule updates. The GC may submit Requests for Information (RFIs) as required.

7. The GC shall prepare meeting minutes of all meetings and deliver them via electronic copy to the COR within five business days of the meeting.

7. Construction Administration Requirements

1. The GC shall provide a copy of the proposed construction site plan that indicates fences, gates, trailers, vehicle access points, parking (as applicable). The GC shall coordinate with the Site’s Security Office to ensure that GC operations conform to Site security requirements.

2. The GC shall advise and consult with the Government during the construction phase. Instruction, clarification, or other information shall be copied to the Government’s CO and the Government’s Contracting Officer’s Representative (COR).

3. The GC shall be represented on-site at all times of work by an employee who meets the criteria for “Superintendence” (FAR 36.506). The project superintendent and offsite management shall be available during Project working hours for telephone conversations with the Government COR/PM to resolve construction problems and to clarify details of the construction documents.

4. The GC shall review all submittals, samples, and shop drawings for accuracy, completeness, conformance to the contract documents, coordinating them for conformance with the design intent before providing copies to the COR.

5. The GC Quality Control Manager (QCM) shall review all submittals before sending them to Government’s CO/COR. The submittal(s) shall be stamped/acknowledged by the GC QCM for compliance with the contract documents.

6. The GC shall set up and maintain logs that track the receipt, processing, and return of submittals, shop drawings, Notice of Deficiencies (NOD’s), and Requests for Information (RFI’s.).

7. During the construction phase, GC RFI’s shall always be made available to the Government representative.

8. As required, the Government will prepare clarification notices, SI’s, or other notification/direction necessary to respond to an RFI or similar issue raised during the progress of construction.

9. The GC shall provide the Government and all other interested parties with minutes of all meetings within 3 working days of the meeting.

10. The GC shall address, and correct deficiencies on-site identified by the Government within seven (7) calendar days of notification or notify the CO/COR in writing the justification for any delays.

11. The GC along with the Government’s Representatives shall conduct inspections and prepare to punch lists to determine the date of substantial completion and completion. The GC shall receive, review, and forward to the Government’s CO/COR written warranties and related documents required by the construction documents to issue a final Certificate for Payment.

12. The GC’s Notice to Proceed will terminate with final payment or sixty (60) days after the date of substantial completion of the work, whichever occurs first.

13. Any utility shutdowns that affect any buildings shall be coordinated through the Government CO/COR.

The GC shall provide the Government’s CO/COR with a minimum of 10 business days’ notice for all utility shutdowns.

14. Parking of all construction vehicles shall be limited to existing Roads, in legally designated areas, and within approved staging area(s).

15. Access to laydown areas shall be controlled based on the Construction Security for FBI Facilities Policy Guide and have fabric wrapped fencing to restrict visibility into any laydown areas.

16. The GC shall, without additional expense to the Government, be responsible for obtaining any

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necessary licenses, fees, inspections, and permits, and for complying with any federal, and municipal laws, codes, and regulations applicable to the performance of the Work.

17. The GC shall follow FBI Sustainability, and all required environmental and sustainability requirements for the site including providing for the following:

a) Noise: Minimize noise generation during construction. Operate power equipment per local noise restrictions.

b) Waste Management Goals: Employ processes that ensure the generation of as little waste as possible. Waste disposal in landfills shall be minimized. Follow FBI Division 1, section 01 74 00 Cleaning and Waste Management requirements.

c) Recycling is a requirement of this Project. Specific recycling goals (recycling asphalt) are to be established in the Project Sustainability Checklist.

d) All material unsuitable for recycling shall be disposed of, legally, in public or private dumping areas outside the FBI property.

18. Smoking within buildings, roof areas, and any staging areas is prohibited.

19. The GC shall provide nuclear compaction testing of all disturbed soil to be compacted under the roadway included in this Performance Work Statement. The GC shall ensure that the compaction for the base course shall not be less than 100% of the maximum laboratory dry density as determined by ASTM D1557 or AASHTO T180; and, that the compaction of the subbase shall not be less than 95% of the maximum laboratory dry density as determined by ASTM D1557 or AASHTO T180.

20. At the start of the Project, the GC must provide a detailed test plan for the Government’s review that includes all testing to be performed, and documentation that will be performed during the testing process. Provide a final test report at the end of construction that details all results of the testing. Timing and formatting for reporting testing results must be coordinated with Government. If any system or component included in the scope of this Performance Work Statement fails the testing procedure(s) before the Government acceptance and approval of the final testing report, GC shall be responsible for all redesign and, or reconstruction work required to meet testing standards.

21. The GC must provide Government staff training on the operation and maintenance of all equipment and systems included in or affected by this Scope of Work. At the Project outset, the GC must provide a training plan for the Government’s review that includes the systems to be included, the methods and extent of the training, and the proposed timing, duration, and documentation of the training. See also Division 1 Specifications provided under separate cover.

22. The GC is required to protect all areas, not under construction (providing repairs or in-kind replacement for any photo-documented damage) and keep operational all buildings and systems not included in the Work as acceptable to the Government and the AHJ. These systems include, but are not limited to, existing roadways and parking areas to remain, lighting systems, and environmental procedures and methods to protect building finishes and existing work to remain. The GC is to provide code compliant access, including any necessary temporary egress routes, to or through the site during construction at all times.

23. The GC shall be responsible for all damages to persons or property that occur as a result of the GC’s fault or negligence and take proper safety and health precautions to protect the Work, the workers, the public, and the property of others.

24. The GC shall be responsible for all materials delivered and work performed until completion and acceptance of the entire work, except for any completed unit of work that may have been accepted under this contract.

25. The GC shall not begin mobilization on-site until all equipment and materials are on site unless an alternate start date is agreed to by the Government and the GC will coordinate on-site storage staging areas with Government representatives.

26. The GC is responsible for leaving the site free from debris and must clean up and remove all debris, excess material, and equipment from the site at the end of the Work before submission for final

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payment.

27. The GC is responsible to have a 3rd party testing agency onsite with appropriate testing for all subbase

(compaction, et al), and asphalt (temperature, materials, compaction, depth, et al). The 3rd party testing agency to be approved by the Government.

8. Progress Payments Progress payments will be provided. Actual design submittals, the construction completed, and work-in-place will form the basis for payments. The GC must make the computations for payment based on the Government’s verification of work completed and in place for any periods for which progress payments are requested.

9. Project Meetings Project meetings will be held once week with an agenda prior to the meeting by the GC and cover at minimum current action items by both the contractor and the Government, overall status, RFIs, modifications, look ahead schedule Project meetings will either be by telephone, MS Teams, or face-to-face on-site as required and per the frequency noted. The primary purpose of the meetings will be to provide an update on the status of the work and to address any problems or concerns.

10. Environmental and Safety Concerns

There are no known environmental issues that would impact this work at this time however the GC shall coordinate with the FBI’s Environmental Office to discuss any potential concerns, schedule inspections to identify any deficiencies and coordinate with the Government to provide timely corrective actions for noted deficiencies.

The GC is to develop their safety plan for this work including any OSHA requirements, crane and lift operations and work with the FBI’s site safety team to identify any potential safety concerns and how they will be addressed

11. Operational concerns The work must avoid impacting the on-going operations of the FBI Lab, so the GC must prepare a workplan showing phasing options, proposed laid down areas, and how the work will be staged to minimize the impact on the FBI’s operations on site and allow continued access for training. The work plan with phasing options is to be approved by the Government prior to starting any work.

12. Codes and Standards In the development of the construction documents for the Project, the GC must follow the latest published version of the national building codes and other codes and standards stipulated below at the time of the contract award. The GC is responsible for determining all the codes and regulations appropriate for this Project and must in no way be relieved of such responsibility. The GC must not interpret this list as being complete for all applicable codes and regulations.

If elements of the Codes or Standards listed below conflict with written direction from the local AHJ, those elements will not be enforced by the Government. Where more than one Code or Standard applies, and they do not conflict, the most stringent will be enforced by the Government. Any existing work used as part of this procurement must be brought up to current code standards to the greatest extent feasible.

1. American Concrete Institute (ACI) 301,

2. American National Standards Institute (ANSI) / TIA Standards,

3. NFPA 70, National Electrical Code, 17 | P a g e

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4. NFPA 101, Life Safety Code,

5. Virginia Department of Transportation (VDOT) Road Design Manual

6. Asphalt Institute MS-16, Asphalt in Pavement Preservation and Maintenance

7. Manual on Uniform Traffic Control Devices (MUTCD)

8. American Association of State Highway and Transportation Officials (AASHTO).

13. Personnel Security / Access Requirements The Government does not foresee the GC having a need-to-know regarding classified information to complete the scope of this Project. No production, storage, and/or dissemination of classified information is anticipated.

The GC shall appoint a Contractor Security Representative (CSR) who will be responsible for coordinating all security issues with the Government and will submit and manage all applications for Limited Escorted Access Requests (LAR). Refer to the Attachments for procedures and processes.

All personnel assigned to a construction project at Quantico will have to go through a vetting process. They do not need a security clearance, but they will need to complete a Limited Escorted Access Request package unless on site for one or two days. Each person will need to complete the SF-85 and the FD-857 form, be fingerprinted, and if applicable, provide proof of U.S. Authorization to work (VISA), and observe the FBI security regulations and procedures set forth for the site and understand that the security regulations and procedures described remain operational during the full term of this Contract.

Cell phones, laptops, and other computing devices and accessories like thumb drives are prohibited in FBI facilities unless a cleared individual has registered his or her device with the FBI Security Office and follows all rules for use. When visiting an FBI facility such devices shall be locked in the individual’s vehicle if not registered.

The GC is not permitted to have cameras inside FBI facilities nor take any photographs. The GC may request photographs to be taken by the Government COR. The photographs will be reviewed by the FBI Security Division and upon approval for release transmitted to the GC.

Upon award of the contract, all personnel involved in the process shall have a completed LAR with fingerprints. These individuals shall accurately complete the attached forms and submit them at least 45 workdays before arriving at the FBI space (or as early as possible) for approval. Failure to allow enough time to conduct the checks will result in access delays that cannot be waived.

All roads leading to the FBI Academy traverse USMC Base Quantico land. Since September 11, 2001, the

USMC has maintained vehicle/personnel identification security checkpoints on all USMC Base Quantico roads. The GC and any sub-contractor personnel shall comply with all MCBQ access and/or checkpoint procedures that now require everyone, not possessing a current Military ID, to acquire a DBIDS card at no additional cost to the FBI. Information about DBIDS, and pre-registration for a DBIDS card, can be found online at the following site https://www.quantico.marines.mil/Base-Access/. Once pre-registered for the

DBIDS card, upon arrival at the Base proceed to the FBI Visitor Control Center (East Gate), which is located on the right side of MCB-4 road before the FBI’s Security check point. Visitors are not to utilize the MCBQ

Visitor Control Center.

14. Position Qualification Appropriate NAICS code for all disciplines required in the design and construction of this facility.

https://www.quantico.marines.mil/Base-Access/

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15. Government Furnished Equipment or Information The COR will provide guidance and access to current information and additional data, as required to support the development of the construction documents. No Government property will be furnished to the GC. The GC shall furnish all labor, facilities, equipment, materials, supplies, travel, and services required to perform the requirements of this document.

16. Place of Performance The primary place of performance will be at the GC’s Design Team’s offices with all construction activities taking place at the FBI’s Quantico Academy Campus located at 1 Range Road, Quantico, VA 22135.

17. Hours of Operation The GC’s normal workday will typically be eight work hours a day plus any required lunch break within the hours of 6:00 am and 6:00 pm. Core work hours are 9:00 am to 3:00 pm. Flexibility within the normal workday shall be coordinated with the COR.

18. Travel No travel is anticipated as part of the scope of this project. If travel is required and authorized by the CO, travel shall be conducted per current Federal Travel Regulations. Travel information can be accessed via the Internet. All invoices for travel expenses shall be fully documented and all supporting travel documentation submitted with the invoice before approval.

19. Government Representatives

19.1 Contracting Officer (CO)

The CO is the appointed authority to bind the Government to the extent of the authority delegated. The direction that will modify the scope, schedule, terms, and conditions, funding, or any other action that may modify the agreement as originally entered with the Government shall be given only by the CO. All contractual information is to be sent to the CO with all other correspondence directed to the COR with copies sent to the CO unless directed otherwise.

19.2 Contracting Officer Representative (COR)

The COR will be identified via a letter of COR delegation authority issued by the CO, or CO, for this contract. The COR is responsible, as applicable, for: receiving all deliverables; inspecting and accepting the work and/or services provided hereunder per the terms and conditions of this contract; providing direction to the GC which clarifies the contract effort, filling in details, or otherwise furnishing information necessary to accomplish the SOW; evaluating performance; and certifying all invoices/vouchers for acceptance of the work and/or services furnished for payment.

The COR does not have the authority to alter or modify the GC’s obligations, contract terms, conditions, specifications, schedule, or cost. If, because of technical discussions, it is in the Government’s best interest to alter/change contractual obligations or the SOW, the CO will issue such changes.

20. Appendices Appendix 1: Quantico Fire & Emergency Services_08.2016 Appendix 2: SF-85 (Security Questionnaire – note, only specific questions to be answered) (Template to be completed) Appendix 3: FD-857a Sensitive Information Nondisclosure Agreement (Template to be completed) Appendix 4: Authorization for Release of Information (Template to be completed)

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Appendix 5: Project Price Spreadsheet

21. Attachments

1. Site Map