PWS_Underground utilities_REVISED 09-21-2026.pdf

Ver. October 2022

PERFORMANCE WORK STATEMENT (PWS)

FOR

Construction of Underground Utilities

REVISED: 9/21/2026 - KM

1.0 General:

1.1 Scope: The contractor shall provide all personnel, equipment, tools, materials, supervision, and quality control necessary, except as specified in Paragraph 3.0 as Government Furnished, to perform the Construction of Security Fencing, as defined in this PWS.

1.1.1 Objectives: The contractor shall construct underground utilities for fuel transfer, electrical and communication lines at Camp James A. Garfield (CJAG), located in Ravenna, OH.

1.2 Background: The Load Line 6 (LL6) area of CJAG requires the construction of security fencing to support military operations.

1.3 Period of Performance (PoP): The Period of Performance shall 60 days from the award of the contract.

1.4 General Information:

1.4.1 Place and Performance of Services: The contractor shall conduct operations between the hours of 0730 and 1700 on Monday through Friday, except on recognized US holidays or when the Government facility/installation is closed due to local or national emergencies, administrative closings, or similar Government-directed facility/installation closings. Performance shall be at the LL6 area of CJAG. The contractor shall at all times maintain an adequate workforce for the uninterrupted performance of all tasks defined within this PWS when the Government facility/installation is not closed for the above reasons. When hiring personnel, the contractor shall keep in mind that the stability and continuity of the workforce are essential.

1.4.1.1 Telework: The Government does not permit the contractor to telework in support of this requirement.

1.4.1.2 Unscheduled gate closures by the Security Police may occur at any time causing all personnel entering or exiting a closed installation to experience a delay. This cannot be predicted or prevented. Contractors are not compensated for unexpected closures or delays. Vehicles operated by contractor personnel are subject to search pursuant to applicable regulations. Any moving violation of any applicable motor vehicle regulation may result in the termination of the contractor employee’s installation driving privileges.

1.4.1.3 The contractor’s employees shall become familiar with and obey the regulations of the installation; including fire, traffic, safety and security regulations while on the installation. Contractor employees should only enter restricted areas when required to do so and only upon prior approval. All contractor employees shall carry proper identification with them at all times and shall be subject to such checks as may be deemed necessary. The contractor shall ensure compliance with all regulations and orders of the installation, which may affect performance. The Government reserves the right to direct the removal of an employee from Government property or revoke access to Government systems for misconduct, security reasons, or any overt evidence of communicable disease. Removal of contractor employees for reasons stated above does not relieve the Contractor from responsibility for total performance of this contract.

1.4.2 Recognized Holidays: The following are recognized United States (US) holidays.

The contractor shall not perform services on these days:

1.4.2.1 New Year’s Day: January 1st

1.4.2.2 Martin Luther King, Jr.’s Birthday

1.4.2.3 President’s Day

1.4.2.4 Memorial Day

1.4.2.5 Juneteenth National Independence Day: June 19th

1.4.2.6 Independence Day: July 4th

1.4.2.7 Labor Day

1.4.2.8 Columbus Day

1.4.2.9 Veteran’s Day: November 11th

1.4.2.10 Thanksgiving Day

1.4.2.11 Christmas Day: December 25th

1.4.3 Quality Control (QC): The contractor shall develop and maintain an effective QC Plan (QCP) to ensure services are performed in accordance with this PWS. The contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. The contractor’s QCP is the means by which it assures itself that its work complies with the requirements of the contract. As a minimum, the contractor shall develop QC procedures that address the areas identified in Technical Exhibit 1, Performance Requirements Summary (PRS). A final QCP shall be submitted to the Contracting Officer Representative (COR) NLT 10 days after contract award.

After acceptance of the QCP, the contractor shall obtain the Contracting Officer’s (KO’s) acceptance in writing of any proposed changes to its QCP.

1.4.4 Quality Assurance (QA): The Government will evaluate the contractor’s performance under this contract in accordance with the Quality Assurance Surveillance Plan (QASP). This plan is primarily focused on what the Government will do to ensure that the contractor has performed in accordance with the performance standards. It defines how the performance standards will be applied, the frequency of surveillance, and acceptable quality level(s) or defect rate(s).

1.4.5 Installation Access and Security Requirements. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the COR. The contractor and all associated subcontractor employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services, or Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by Department of Defense (DoD), Headquarters Department of Army (HQDA) and/or local policy (see PWS 6.0). Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

1.4.5.1 (Reserved) For contractors requiring Common Access Card (CAC): The CAC is the DoD Federal Personal Identity Verification (PIV) credential. Before CAC issuance, the contractor employee requires, at a minimum, a favorably adjudicated Tier 1 or an equivalent or higher investigation in accordance with Army Directive 2014-05. The contractor employee will be issued a CAC only if duties involve one of the following: (1) both physical access to a DoD facility and access, via logon, to DoD networks on-site or remotely; (2) remote access, via logon, to a DoD network using DoD-approved remote access procedures; or (3) physical access to multiple DoD facilities or multiple nonDoD federally controlled facilities on behalf of the DoD on a recurring basis for a period of 6 months or more. At the discretion of the sponsoring activity, an initial CAC may be issued based on a favorable review of the FBI fingerprint check and a successfully scheduled Tier 1 investigation at the Office of Personnel Management.

Sponsorship and enrollment information about each applicant must be registered in the Defense Enrollment Eligibility Reporting System (DEERS) through either the Real-Time Automated Personnel ID System (RAPIDS) using the DD Form 1172-2 or the Trusted Associate Sponsorship System (TASS).

Homeland Security Presidential Directive (HSPD)-12 Background Investigation Requirements: The contractor shall ensure that all contractor and subcontractor personnel whose duties require CAC card issuance obtain them, and shall process all CAC card applications. The contractor shall ensure that all employees requiring an initial background investigation complete a Personnel Security Investigation Portal (PSIP) form at Attachment (state attachment number if known, otherwise, state “TBD”), at the earliest possible date and that this form is forwarded to the COR immediately. The COR will review the form for completeness and accuracy and forward it to the National Guard Bureau (NGB) Personnel Security manager who will initiate the investigation process via the PSIP. Contractor personnel will then receive two e-mail messages; the first will confirm that the investigative service provider has received the request, and the second will provide instructions for the completion of the appropriate form via the Electronic Questionnaires for Investigations Processing (e-QIP) system.

Upon completion of the e-QIP questionnaire and submittal of all required documents, including fingerprint card to the security manager, the background investigation (BI) will be initiated. The contractor shall ensure immediate compliance with all instructions regarding background investigation processing, including those provided verbally, by e-mail or via a Government system. The contractor is cautioned that the entire process from submittal of the PSIP form to return of the FBI fingerprint check may routinely take from two to six weeks and shall factor this lead time into its hiring/placement process.

The contractor shall make all reasonable efforts to ensure that contractor employees meet CAC eligibility standards upon assignment to the contract and shall be held responsible for delays, failure to meet performance requirements or decreases in efficiency in accordance with the applicable inspection clause.

Trusted Associate Sponsorship System (TASS): The contractor shall process CAC applications through the TASS, the procedures for which are described below. Although there is no requirement for the contractor to designate a “Corporate Facility Security Officer" (FSO) to serve as its single point of contact for the BI, the TASS application process and other CAC and security-related matters, such designation facilitates these processes. If a Corporate FSO is not established, all contractor employees requiring a CAC will be required to process their own applications. The submission process for CAC applications is as follows:

1. The contractor's FSO or contractor employee shall submit requests for a CAC via email to the designated TASS Trusted Agent (TA). The TASS TA for this requirement will be: (If the TA has been designated, show the TA’s name and contact information; otherwise, insert “TBD.”)

2. The Government will establish a TASS application account for each CAC Request and will provide each contractor employee a user ID and password, via email, to the contractor’s FSO or contractor employee. The FSO or contractor employee shall access the TASS account and complete the CAC application (entering/editing contractor information as applicable) at: https://tass.dmdc.osd.mil/tass/. The contractor’s FSO or contractor employee shall follow up to ensure that the TA is processing the request.

3. The Government will inform the contractor's applicant, via email, of one of the following:

a. Approval.* Upon approval, the information is transferred to the DEERS database and an email notification is sent to the contractor with instructions on obtaining their CAC. The contractor proceeds to a RAPIDS station (RAPIDS Site Locator:

http://www.dmdc.osd.mil/rsl/).

b. Rejection.* The Government, in separate correspondence, will provide reason(s) for rejection.

c. Return. Additional information or correction to the application required by the contractor employee.

*The contractor shall maintain records of all approved and rejected applications.

1.4.5.2 For contractors that do not require a CAC, but require access to a DoD facility or installation: Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05), and applicable installation, facility and area commander installation/facility access, and local security policies and procedures (provided by a Government representative).

1.4.5.3 Awareness Training (AT) Level 1: All contractor employees, including subcontractor employees, requiring access to Army installations, facilities, and controlled access areas shall complete AT Level 1 training within 30 calendar days after contract start date and within 30 calendar days of new employees commencing performance. The contractor shall submit certificates of completion for each affected contractor and subcontractor employee to the COR within 15 calendar days after completion of training by each employee or subcontractor personnel. AT Level 1 awareness training is available at the following website:

https://jko.jten.mil/courses/atl1/launch.html.

1.4.5.4 iWATCH Training: The contractor and all associated subcontractors with an area of performance within an Army-controlled installation, facilities or area shall brief all employees on the local iWATCH program (training standards provided by the requiring activity Antiterrorism Officer (ATO)). This local developed training shall be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR or the KO. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance. The contractor shall report completion for each contractor employee and subcontractor employee to the COR within 15 calendar days after completion of training.

1.4.5.5 Communications Security/Information Technology (COMSEC/IT) Security. All communications with DoD organizations are subject to COMSEC review. All telephone communications networks are continually subject to intercept by unfriendly intelligence organizations. DoD has authorized the military departments to conduct COMSEC monitoring and recording of telephone calls originating from, or terminating at, DoD organizations. Therefore, the contractor is advised that any time contractor personnel place or receive a call they are subject to COMSEC procedures. The contractor shall ensure wide and frequent dissemination of the above information to all employees dealing with DoD information. The contractor shall abide by all Government regulations concerning the authorized use of the Government's computer network, including the restriction against using the network to recruit Government personnel or advertise job openings.

https://jko.jten.mil/courses/atl1/launch.html

1.4.6 Physical Security. The contractor shall safeguard all Government property provided for contractor use. At the close of each work period, Government facilities, equipment and materials shall be secured.

1.4.7 Contract Manager (CM): The contractor shall designate a CM who shall ensure performance under this contract. The name of this person, and an alternate who shall act for the contractor when the CM is absent, shall be designated in writing to the KO.

The CM or alternate shall have full authority to act for the contractor on all contract matters relating to daily operation of this contract. The CM shall work through the COR, to resolve issues, receive technical instructions, and ensure adequate performance of services. The CM shall ensure that contractor employees do not perform any services outside the scope of the contract without an official modification issued by the KO. The CM shall ensure contractor employees understand that services performed outside the scope of the contract are performed wholly at the expense of the contractor.

1.4.8 The contractor shall retrieve all identification media (including vehicle passes) from its employees who depart employment for any reason. The contractor shall return all identification media (i.e., badges and vehicles passes) to the KO within 14 days of an employee’s departure.

1.4.1.2 Combating Trafficking in Persons: The United States Government has adopted a zero tolerance policy regarding trafficking in persons. Contractors and contractor employees shall not engage in severe forms of trafficking in persons during the period of performance of the contract; procure commercial sex acts during the period of performance of the contract; or use forced labor in the performance of the contract. The Contractor shall notify its employees of the United States Government’s zero tolerance policy, the actions that will be taken against employees for violations of this policy. The contractor shall take appropriate action, up to and including termination, against employees or subcontractors that violate the US Government policy as described at

FAR 22.17.

1.4.1.3 Organizational Conflicts of Interest (OCI): The contractor and subcontractor personnel performing services under this contract may receive, have access to or participate in the development of proprietary or source selection information (e.g., cost or pricing information, budget information or analyses, specifications or work statements, etc.) or perform evaluation services which may create a current or subsequent OCIs, as defined in FAR Subpart 9.5. The contractor shall notify the KO immediately whenever it becomes aware that such access or participation may result in any actual or potential OCI and shall promptly submit a plan to the KO to avoid or mitigate any such OCI. The contractor’s mitigation plan will be determined to be acceptable solely at the discretion of the KO. In the event the KO unilaterally determines that any such OCI cannot be satisfactorily avoided or mitigated, the KO may impose other remedies as he or she deems necessary, including prohibiting the contractor from participation in subsequent contracted requirements which may be affected by the OCI.

2.0 Definitions and Acronyms:

2.1 Definitions:

2.1.1 Contractor: A supplier or vendor awarded a contract to provide specific supplies or service to the Government. The term used in this contract refers to the prime.

2.1.2 Defective Service: A service output that does not meet the standard of performance associated with the PWS.

2.1.3 Deliverable: Anything that can be physically delivered and includes non-manufactured things such as meeting minutes or reports.

2.1.4 Key Personnel: Contractor personnel that are evaluated in a source selection process and that may be required to be used in the performance of a contract by the PWS. When key personnel are used as an evaluation factor in best value procurement, an offer can be rejected if it does not have a firm commitment from the persons that are listed in the proposal.

2.1.5 Physical Security: Actions that prevent the loss or damage of Government property.

2.1.6 Quality Assurance: The Government procedures to verify that services being performed by the Contractor are performed according to acceptable standards.

2.1.7 Quality Assurance Surveillance Plan (QASP): An organized written document specifying the surveillance methodology to be used for surveillance of contractor performance.

2.1.8 Quality Control: All necessary measures taken by the Contractor to ensure that the quality of an end product or service shall meet contract requirements.

2.1.9 Subcontractor: One that enters into a contract with a prime contractor. The Government does not have privity of contract with the subcontractor.

2.2 Acronyms:

AEI Army Enterprise Infostructure AR Army Regulation AT/OPSEC Antiterrorism/Operational Security BI Background Investigation CJAG Camp James A. Garfield CM Contract Manager COR Contracting Officer Representative DA Department of the Army DD254 Department of Defense Contract Security Classification Specification

DFARS Defense Federal Acquisition Regulation Supplement DoD Department of Defense DSCA Defense Counterintelligence and Security Agency FAR Federal Acquisition Regulation GFP/M/E/S Government Furnished Property/Material/Equipment/Services HQDA Headquarters, Department of the Army HSPD Homeland Security Presidential Directive IA Information Assurance IS Information System(s) KO Contracting Officer NGB National Guard Bureau OCI Organizational Conflict of Interest PII Personally Identifiable Information PIPO Phase In/Phase Out POC Point of Contact PRS Performance Requirements Summary PWS Performance Work Statement QA Quality Assurance QASP Quality Assurance Surveillance Plan QC Quality Control QCP Quality Control Program SCR Service Contract Reporting SSN Social Security Number TE Technical Exhibit UFS Department of Defense Unified Facilities Supplement USD(I) Under Secretary of Defense for Intelligence

3.0 Government Furnished Property, Material, Equipment and Services (GFP/M/E/S):

The Government will provide the property, material, equipment, and/or services listed below solely for the purpose of performance under this contract: None.

4.0 Contractor Furnished Property, Materials, and Equipment (CFP/M/E)

4.1 General: Except for those items specifically stated to be Government-Furnished in Paragraph 3.0, the contractor shall furnish everything required to perform these services as indicated in Paragraph 1.1.

5.0 Requirements: The contractor shall:

5.1 Install earth grounding termination points, Underground fuel Transfer Conduits, Electrical lines, and communication lines according to this document and the drawings provided.

5.1.1 Coordinate with the CJAG Department of Public Works to locate and mark all underground utilities prior to any excavation.

5.1.2 Fuel lines: 2-30LF parallel runs 4 ft apart (60 total LF) of underground fuel lines.

By the front Gate to LL6 area. Each Run shall be buried 4ft underground from existing grade, a minimum of 10 LF on each side of the fence, both ends turn 90 degrees upward extending 1 ft above existing grade, then turning 90 degrees again terminating with capped bolted flanges on both ends or each run.

5.1.3 Electrical Lines: A Total of 6 Separate Electrical lines shall be run extending out from 6 Concrete Pads, Labeled E1 – E6. Consisting of 60ft of buried conduit and 2 Pull Boxes, 2 stub ups and slotted Pull box lid.

5.1.4 Electrical Crossings: 3 Separate Electrical Crossing shall be installed at pre-determined locations noted in drawings. Each crossing measures 16ft under road plus 5ft min each side of road total 26-30ft long, Labeled EC1, EC2, EC3.

5.1.4.a – EC1 – supplies service to Pad 1, 2, and 3 consist of 2 Junction Boxes – 6 conduits, 12 stub ups.

5.1.4.b – EC2 – supplies service to Pad 4 consist of 2 Pull Boxes – 2 conduits, 4 stub ups.

5.1.4.c – EC3 – supplies service to Pad 5 and 6 consist of 2 Junction Boxes – 4 conduits, 8 stub ups.

5.1.5 Communication Lines: A Total of 6 Separate Communication lines shall be run extending out from 6 Concrete Pads, Labeled C1 – C6. Consisting of 60ft of buried conduit and 2 Pull Boxes, 2 stub ups and slotted Pull box lid.

5.1.6 Communication Crossings: 3 Separate Communication Crossing shall be installed at pre-determined locations noted in drawings. Each crossing measures 16ft under road plus 5ft min each side of road total 26-30ft long, Labeled CC1, CC2, CC3.

5.1.4.a – CC1 – supplies service to Pad 1, 2, and 3 consist of 2 Junction Boxes – 6 conduits, 12 stub ups.

5.1.4.b – CC2 – supplies service to Pad 4 consist of 2 Pull Boxes – 2 conduits, 2 stub ups.

5.1.4.c – CC3 – supplies service to Pad 5 and 6 consist of 2 Junction Boxes – 4 conduits, 8 stub ups.

5.1.7 Communication Service Line: A Communication Service Line Shall installed from pole on Fuze and Booster Rd, under fence to the Support Area at a pre-determined location approximately shown in plans. Service line is approximately 400 LF and 4 pull boxes. Labeled (CSL).

5.1.8 Earth Grounding Points (EGP): A Total of 36 EGP shall be installed, 12 locations near the support area requiring 2 EGP each at predetermined locations, and each Concrete Pad (6 total) shall each have 2 EGP installed at annotated points no more than 5ft from edge of pad, more than 20ft apart.

5.1.9 Any excavation through existing stone road shall be maximum 2ft beyond outermost conduit and shall be restored with Ohio Department of Transportation Specification (ODOT) 304 crushed limestone placed in max 4” lifts compacted at optimum moisture. Surface shall be graded and compacted a min of 20ft before and after centerline of each crossing.

5.1.10 All excavations for trenches shall be open cut, Boring and/or tunneling will not be allowed.

5.1.11 Before installation all materials used shall be submitted to COR and Construction Manager for review and acceptance: Provide material cut sheet, supplier name and locations, manufacturer name and location, quantity to be ordered. Allow for up to 72 hrs. from submitting for review and acceptance. (if submitted anytime on a Friday 72hrs from 6:00am (local) Monday) (If submitted anytime Thursday 48 hrs from 6:00am (local) Monday).

5.1.12 Estimated Quantities of Work to be Performed.

Item # Item Description QTY Unit 100 Trench 30-32" with aution Tape 1432 LF 101 Electrical Line (4" RMC) 1032 LF 102 24" Concrete Pull Box 14 EACH 103 Misc. Sized Concrete Junction Box 2 EACH 104 Communication Line (4" - 4ID RMC) 1548 LF 105 Communication Line (4" - 4ID PVC) 1600 LF 106 Misc. Sized Concrete Junction Box 2 EACH 107 30" Concrete Pull Boxes 18 EACH 108 Concrete Encased RMC 780 LF 109 Earth Grounding Points 36 EACH 110 Dual Wall Fuel Line 60 LF 111 Fuel Iine termination points 4 EACH

5.2 Technical Specifications

5.2.1 Fuel Lines: All fuel lines installed shall be 4” Fiber reinforced plastic pipe inside a 6” Metal Conduit. Termination point shall be Male quick connect end with female end locking or bolted cap.

5.2.2 Electrical Line: Each electrical Line shall consist of 2-4” Side by side Rigid Metal Conduit (RMC) buried 30” below grade (+/- 6”), Marking tape shall be buried 12” above.

Each conduit shall have pull wire running through them with 5 ft slack in each pull box.

At end close to Pad, conduits terminate into 24inch Pull Box with slotted lid metal lid for cables to pass through. Slots need be 4-8” wide and 8-12” long with rubber or plastic grommet covering the entire outside permitter of slot. At the other end of each run 2-4” side by side conduits shall extend out far end of the pull box with 45 degree elbow extending out of ground 12”, the end of conduits extending out of ground shall be threaded with plastic or rubber grommet protecting threads and end of conduit, pull wire shall extend out the end a minimum of 2 ft and taped around end of conduit. Temporary plugs shall also be placed in open end of conduits (plugs can be press in plastic or rubber and locking or non-locking).

5.2.3 Electrical Line – Pull Box: Each pull box shall be min of 24” Square, 30” Deep Concrete Pull Boxes with open bottom and with metal bolt down lids labeled with “ELECTRICAL” on lid. Each Pull Box shall be placed on 8” bed of (ODOT) #8 crushed stone or aggregate. All conduits should extend at min 3” into pull box not to exceed 5”, each conduit knock out through sides of pull boxes should be sealed with mortar or non-shrink epoxy grout, each pull box hall have 3/4” Copper ground rod min of 5ft max of 10ft through bottom of pull box for max of 25 ohms resistance (provide a 2nd ground round if needed).

5.2.4 Electrical Crossing: Crossings under the roadway shall consist of 4” RMC and be concrete encased between pull/junction boxes. There shall be a minimum of 4” of encasement around all conduits, Conduit shall be supported from bottom of trench with metal, plastic or concrete supports to provide proper encasement. Concrete shall be 4000 PSI Concrete consistent with ODOT QC, QCMISC, QCMS. 5% +/-2% entrained Air, Concrete shall not be placed within 10” of surface. Crossings with more than 4 conduits can be stacked 2 conduits high. Out back side of each pull/junction box on each side of road, conduits shall stub out of ground, conduits shall extend out of the pull box with 45 degree elbow extending out of ground 12”, the end of conduits extending out of ground shall be threaded with plastic or rubber grommet protecting threads and end of conduit, pull wire shall extend out the end a minimum of 2 ft and taped around end of conduit. Temporary plugs shall also be placed in open end of conduits (plugs can be press in plastic or rubber and locking or non-locking).

5.2.4.a – EC1 – 2 Junction Boxes (can be 3 separate 24” concrete pull boxes on each side of road or can be a single precast structure min 18” wide 60” long with metal lid, open bottom on stone bed similar to pull box), 6 total Conduit between boxes, 12 total stub ups (6 each side)

5.2.4.b – EC2 –2 Pull Boxes – 2 conduits, 4 stub ups.

5.2.4.c – EC3 – 2 Junction Boxes (can be 2 separate 24” concrete pull boxes on each side of road or can be a single precast structure min 18” wide 48” long with metal lid, open bottom on stone bed similar to pull box), 4 total Conduit between boxes, 8 total stub ups (4 each side).

5.2.5 Communication Line: Each Communication Line shall consist of 3-4” Side by side or (1 over 2) Rigid Metal Conduit (RMC) each with 4 – 1.25” (PVC) innerduct conduits inside. buried 32” below grade (+/- 6”), Marking tape shall be buried 12” above. Each conduit shall have pull wire running through them with 5 ft slack in each pull box. At end close to Pad, conduits terminate into 30 inch Pull Box with slotted lid metal lid for cables to pass through. Slots need be 6-8” wide and 10-14” long with rubber or plastic grommet covering the entire outside permitter of slot. At the other end of each run, 3-4” side by side (or 1 over 2) conduits shall extend out far end of the pull box with 45 degree elbow extending out of ground 12”, the end of conduits extending out of ground shall be threaded with plastic or rubber grommet protecting threads and end of conduit, pull wire shall extend out the end a minimum of 2 ft and taped around end of conduit. Temporary plugs shall also be placed in open end of conduits (plugs can be press in plastic or rubber and locking or non-locking).

5.2.6 Communication Line Pull Box: Each Communication line shall include multiple 30” Concrete Pull Boxes (min of 30”x30x” Square, 30” deep min.) with bolt down lids labeled with “COMMS” on lid. Each Pull Box shall be placed on 8” bed of (ODOT) #8 crushed stone or aggregate. spaced at a maximum of 400LF apart, All conduits should extend at min 3” into pull box not to exceed 5”, each conduit knock out through sides of pull boxes should be sealed with non-shrink epoxy grout.

5.2.7 Communication Crossing: Crossings under the roadway shall consist of 4” innerduct RMC and be concrete encased between pull/junction boxes. There shall be a minimum of 4” of encasement around all conduits, Conduit shall be supported from bottom of trench with metal, plastic or concrete supports to provide proper encasement.

Concrete shall be 4000 PSI Concrete consistent with ODOT QC, QCMISC, QCMS. 5% +/-2% entrained Air, Concrete shall not be placed within 10” of surface. Crossings conduits can be stacked 2 conduits high. Out back side of each pull/junction box on each side of road, conduits shall stub out of ground, conduits shall extend out of the pull box with 45 degree elbow extending out of ground 12”, the end of conduits extending out of ground shall be threaded with plastic or rubber grommet protecting threads and end of conduit, pull wire shall extend out the end a minimum of 2 ft and taped around end of conduit. Temporary plugs shall also be placed in open end of conduits (plugs can be press in plastic or rubber and locking or non-locking).

5.2.7.a – CC1 – 2 Junction Boxes (can be 3 separate 30” concrete pull boxes on each side of road or can be a single precast structure min 24” wide 72” long with metal lid, open bottom on stone bed similar to pull box), 9 total conduits, 18 stub ups (9 each side).

5.2.7.b – CC2 – 2 - 30” Pull Boxes, 3 conduits, 6 stub ups (3 each side).

5.2.7.c – CC3 – 2 Junction Boxes (can be 2 separate 30” concrete pull boxes on each side of road or can be a single precast structure min 24” wide 60” long with metal lid, open bottom on stone bed similar to pull box), 6 total Conduit between boxes, 12 total stub ups (6 each side).

5.2.8 Communication Service Line: Consist of 400LF of 4 (2 over 2) 4” Schedule 80 PVC conduit with 4 (1.25” min) innerduct PVC lined inside. Pull string in each innerduct, buried 32” below grade (+/- 6”), Marking tape shall be buried 12” above. 5 feet of slack in each pull pox. Pull box = 30” Concrete Pull boxes (same as communication lines) Service Line starts at Pull box at base of nearest Utility Pole on Fuze and booster Rd, runs parallel to Road to 2nd pull box runs from send pull box under fence line into project area, to 3rd pull box at corner of Support area, then extends and terminates into 4th Pull box on back side of support area.

5.2.9 Earth Grounding Points (EGP): Each Ground shall be a minimum of 10ft long, extending 12” out of top of existing grade. Provide Pig Tail connection at each EGP.

Each EGP shall have a resistance-to-ground of 10 ohms or less unless requirements for specific equipment are identified, as measured by the “fall-of-potential method” specified in MIL-HDBK-419, Volume 1, Section 2.7.2. 5. The minimum ground wire diameter shall comply with MIL-HDBK-419, Volume 2, Table 1-22. If need a second ground shall be driven 24-48” from the original rod.

6.0 Applicable Publications: Publications applicable to this PWS are listed below:

Publication (Chapter/Page)

Date of Publication

Mandatory or Advisory

Website

Federal Acquisition Regulation https://www.acquisition.gov/?q=browsefar Defense Federal Acquisition

Regulation Supplement http://www.acq.osd.mil/dpap/dars/dfarspgi/current/in dex.html or https://www.acquisition.gov/dfars Joint Travel Regulation (JTR) https://www.defensetravel.dod.mil/site/travelreg.cfm

DoDM 1000.13-M-V1 DoD Identification (ID) Cards (Enclosure 2, paragraph 3.b)

01/23/2014 (Change 1:

07/28/2020) http://www.esd.whs.mil/Directives/issuances/dodm

Federal Information Processing Standards (FIPS) Publication 201-2 Personal Identity Verification (PIV) of Federal Employees and Contractors

(paragraph 9)

August 2013 http://nvlpubs.nist.gov/nistpubs/FIPS/NIST.FIPS.201 -2.pdf

DoDM 5200.2 Procedures for the DoD Personnel Security Program

(PSP)

04/03/2017 https://www.esd.whs.mil/Directives/issuances/dodm/

DoDI 5200.46 DoD Investigative and Adjudicative Guidance for Issuing the Common

Access Card (CAC)

09/09/14 (Change 1:

05/04/2018) https://www.esd.whs.mil/Directives/issuances/dodi/

Homeland Security Presidential Directive (HSPD)-12

Policy for a Common Identification Standard for Federal Employees and

Contractors

08/27/2004 https://www.dhs.gov/homeland-security-presidential-directive-12

DoDI 5400.11 Department of Defense Privacy and

Civil Liberties Programs

01/29/2019 https://www.esd.whs.mil/Directives/issuances/dodi/

DoD 5400.11-R Department of Defense Privacy

Program

05/14/2007 https://www.esd.whs.mil/Directives/issuances/dodm/

DoDD 8140.01 Cyberspace Workforce Management

10/05/2020 https://www.esd.whs.mil/Directives/issuances/dodd/

DoD 8570.01-M Information Assurance Workforce

Improvement Program

12/19/2005 (Change 4:

11/10/2015) https://www.esd.whs.mil/Directives/issuances/dodm/

DoD 5220.22-M National Industrial Security Program

Operating Manual (NISPOM)

02/28/2006 (Change 2:

05/18/2016) https://www.acquisition.gov/?q=browsefar http://www.acq.osd.mil/dpap/dars/dfarspgi/current/index.html http://www.acq.osd.mil/dpap/dars/dfarspgi/current/index.html https://www.acquisition.gov/dfars http://www.esd.whs.mil/Directives/issuances/dodm http://nvlpubs.nist.gov/nistpubs/FIPS/NIST.FIPS.201-2.pdf http://nvlpubs.nist.gov/nistpubs/FIPS/NIST.FIPS.201-2.pdf https://www.esd.whs.mil/Directives/issuances/dodm/ https://www.esd.whs.mil/Directives/issuances/dodi/ https://www.dhs.gov/homeland-security-presidential-directive-12 https://www.dhs.gov/homeland-security-presidential-directive-12 https://www.esd.whs.mil/Directives/issuances/dodi/ https://www.esd.whs.mil/Directives/issuances/dodd/

Army Directive 2014-05 Policy and Implementation

Procedures for Common Access Card Credentialing and Installation Access for Uncleared Contractors

03/07/2014 https://armypubs.army.mil/ProductMaps/PubForm/A rmyDir.aspx

AR 25-2

Information Assurance

04/04/2019 http://armypubs.army.mil/ProductMaps/PubForm/AR .aspx

AR 530-1

Operations Security

09/26/2014 http://armypubs.army.mil/ProductMaps/PubForm/AR .aspx

AR 525-13

Antiterrorism

12/09/2019 http://armypubs.army.mil/ProductMaps/PubForm/AR .aspx

AR 381-12

Threat Awareness and Reporting

Program (TARP) (Section II, ¶ 2-4.b)

06/01/2016 http://armypubs.army.mil/ProductMaps/PubForm/AR .aspx

6.1 Applicable Forms: Forms applicable to the PWS are listed below:

Form Date Website I-9

Employment Eligibility Verification 10/21/2019 https://www.uscis.gov/sites/default/files/files/form/i-9.pdf

DD 441

Department of Defense Security Agreement

Feb 2020 http://www.dtic.mil/whs/directives/forms/dd/ddforms0001- 0499.htm

DD 250

Material Inspection and Receiving

Report

Aug 2000 https://www.esd.whs.mil/Directives/forms/dd0001_0499/ https://armypubs.army.mil/ProductMaps/PubForm/ArmyDir.aspx https://armypubs.army.mil/ProductMaps/PubForm/ArmyDir.aspx http://armypubs.army.mil/ProductMaps/PubForm/AR.aspx http://armypubs.army.mil/ProductMaps/PubForm/AR.aspx http://armypubs.army.mil/ProductMaps/PubForm/AR.aspx http://armypubs.army.mil/ProductMaps/PubForm/AR.aspx http://armypubs.army.mil/ProductMaps/PubForm/AR.aspx http://armypubs.army.mil/ProductMaps/PubForm/AR.aspx http://armypubs.army.mil/ProductMaps/PubForm/AR.aspx http://armypubs.army.mil/ProductMaps/PubForm/AR.aspx https://www.uscis.gov/sites/default/files/files/form/i-9.pdf http://www.dtic.mil/whs/directives/forms/dd/ddforms0001-0499.htm http://www.dtic.mil/whs/directives/forms/dd/ddforms0001-0499.htm https://www.esd.whs.mil/Directives/forms/dd0001_0499/

TECHNICAL EXHIBIT 1

Performance Requirements Summary (PRS)

This PRS includes performance objectives the Government will use to determine contractor performance and will compare contractor performance to the Acceptable Quality Level (AQL).

Performance

Objective Performance Standard Acceptable Quality

Levels (AQL) Surveillance Method / By

Whom 5.1.2

Fuel Lines Materials Submitted Submitted and returned approved Submittals / COR + CM

5.1.2 Fuel Line

Fuel Line Install 2 lines install at specified depth and location

Periodic Inspection / COR +

CM

5.1.3 Electrical Line

Materials Submitted Submitted and returned approved

Submittals / COR + CM

5.1.3 Electrical Lines

Proper Depth, Pull Boxes set correctly, Propper install, backfill, concrete encased.

30” +/- 6” 24”PBs set on #8s Bed Backfill and compacted, caution taped placed, under roads encased in concrete

Periodic Inspection / COR +

CM

5.1.4 Coms Line

Materials Submitted Submitted and returned approved

Submittals / COR + CM

5.1.4 Coms Lines

Proper Depth, Pull Boxes set correctly, Propper install, backfill, concrete encased.

32” +/- 6” 30”PBs set on #8s Bed Backfill and compacted, caution taped placed, under roads encased in concrete

Periodic Inspection / COR +

CM

5.1.5 Grounding Rods Installed in PBs and at

pads, proper resistance test

Periodic Inspection / COR +

CM

TECHNICAL EXHIBIT 2

Deliverables Schedule

PWS Reference / Deliverable Title

Frequency Number of Copies

Medium/Format Submit To

1.4.5.3 AT Level 1

Awareness Training

Certificates

Provide within 15 calendar days after employee completes training.

1 Electronic Submission

COR

1.4.5.4 iWATCH Training Certificates

Provide within 15 calendar days after employee completes training.

1 Electronic Submission

COR

1.4.5.11 OPSEC

Training Certificates

Provide within 15 calendar days after employee completes training.

1 Electronic Submission

COR

TECHNICAL EXHIBIT 3

Layout and location Plan