PWS-CIP-Physical Security Enhancements Project-NIWTP (2025).docx

USIBWC/NIWTP

Physical Security Enhancement Performance Work Statement

US INTERNATIONAL BOUNDARY AND WATER COMMISSION | 4191 N. Mesa Street, El Paso, Texas 79902

CAPITAL IMPROVEMENT PROJECTS- SECURITY SERVICES DIVISION

International Boundary and Water Commission United States and Mexico United States Section

PERFORMANCE WORK STATEMENT (PWS)

NOGALES INTERNATIONAL WASTEWATER TREATMENT PLANT PHYSICAL SECURITY ENHANCEMENTS

Table of Contents

BACKGROUND

The United States Section of the International Boundary and Water Commission (USIBWC) is a federal government agency and the U.S. component of the International Boundary and Water Commission (IBWC), which applies the boundary and water treaties of the United States and Mexico. Our mission is to provide binational solutions to issues that arise during the application of United States - Mexico treaties regarding boundary demarcation, national ownership of waters, sanitation, water quality, and flood control in the border region.

The Nogales International Wastewater Treatment Plant (NIWTP) is an international wastewater treatment plant located in Santa Cruz County nine (9) miles north of the U.S. and Mexico border. The plant has the capacity to treat 15 million gallons per day (MGD) of raw sewage originating from Nogales, Sonora, Mexico and domestic sewage from the City of Nogales, Arizona and then discharges the secondary effluent into the Santa Cruz River. The plant is operated and maintained by the USIBWC, with funding from the City of Nogales.

The facility is a government owned, government-operated facility. Daily operations are supported by 11 Government employees and 2 contractors. The Area Operations Manager manages the electronic security systems and the access control.

The property is in an Industrial Park of Rio Rico, Arizona and covers approximately 100 acres. It is a campus facility with the operating areas enclosed within the perimeter fencing. Within the campus there are 12 buildings, of which 9 are actively used. The NIWTP is located at 31.265303, 110.575487 and is approximately 10 miles north of the Mexican Border. The property is defined on the north, east, south and west perimeter by a 6-foot chain link fence topped with barbed wire and concertina wire. The east, south and north sides of the fence view open terrain with vegetation. The west side views the railroad tracks, an Immigration and Customs Enforcement (ICE) office and numerous commercial shipping and receiving warehouses.

Responsibilities include:

· Serves as the collection point for all river flow data from Nogales to Rio Rico, AZ.

· Operate and maintain multiple flood warning, water accounting, special study, rainfall and evaporation stations.

· Participates in and collects samples for the Clean Rivers Program and other water quality programs.

· Provide the public, local, state and federal agencies information on operations and maintenance of the project.

Location: NIWTP 865 Rio Rico Industrial Road Rio Rico, Arizona. 85748 Condition of Project:

The facility has Physical Access Control Systems (PACS), Intrusion Detection Systems (IDS), Closed Circuit Television Systems (CCTV), fencing, lighting, and other security measures. The systems are managed by the CCURE 9000 Security Management System (SMS). Multiple security system components requirement replacement/upgrade.

The hours of operation for the facility are typically, Monday through Friday from 7:00 AM to 3:30 PM, except on holidays.

The areas along or near the US-Mexico border are plagued with human and narcotics smuggling and violence surrounding these activities. It is not within the USIBWC’s scope or desires to directly attempt to control, enforce, or prevent these activities. However, USIBWC is committed to upgrading an effective physical security system to enhance its abilities to effectively delay, deter, and deny access to unauthorized persons, vehicles, and decrease its susceptibility to criminal and terrorist action upon its properties.

I. SUMMARY

The purpose of this project is to replace multiple current physical security equipment and install additional comprehensive security enhancements outlined in the NIWTP Physical Security Assessment Report (PSA) dated November 2021 and the most recent NIWTP Plant’s Physical Assessment Report (PAR), titled “JNV Group 2024 Annual Inspection Report – NIWTP" dated July 2024. It is understood by the Government that the recommended solutions that are outlined in both the PSA and PAR may require slight adjustments to allow for quality installation of the recommended improvements at the facility.

The project shall install all proposed equipment improvements suggested under NIWTP’s PSA dated November 2021 and augmented by the proposed equipment improvements suggested under NIWTP’s PAR dated July 2024. In addition, the project will consider any additional perimeter physical security equipment deemed most effective to complete a layered in-depth physical security system for NIWTP.

The work to be performed under this contract consists of installing complete and operational systems consisting of, but not limited to; fabrication, testing, documentation, packaging, delivery, installation, and commissioning of the systems/measures as outlined in the PSA reports prepared for the NIWTP. Items include physical access, intrusion detection, and networked hardware.

The recommendations for the wastewater plant as detailed in both the PSA and PAR shall be implemented for each functional area to completion. Result shall be a turn-key operation compatible with the CCURE 9000 SMS. The Contractor shall provide all work plans, designs, investigations, studies, project supervision, equipment, labor, materials, installation/implementation, testing, training, yearly maintenance estimates, and travel required to meet the security requirements under the NIWTP PSA.

The work supplied under this specification shall be complete in every detail for the purpose required. The contract shall include the supply of materials and services not specifically mentioned herein, but which may be necessary to complete any portion of the work in compliance with the requirements of this PWS.

III. APPLICABLE CODES, RULES, AND REGULATIONS

The Contractor shall comply with all applicable laws, standards, codes and regulations while designing, manufacturing, finishing, and installing the measures at NIWTP; including but not limited to the following:

A. Building Codes:

1. American with Disabilities Act: 2010 ADA Standards for Accessible Design.

2. Electrical Code: 2014 National Electric Code.

3. Energy Code: 2012 International Energy Conservation Code.

4. Energy Code: IECC 2009 LEED 2009 New Construction Certification.

5. Fire/Life Safety Code: 2012 International Fire Code.

6. Gas Code: 2012 International Fuel & Gas Code.

7. Mechanical Code: 2012 International Mechanical Code.

B. Federal Regulations:

1. Archeological and Historic Preservation Act.

2. Clean Water Act.

3. Endangered Species Act.

4. Federal Occupational Safety and Health Act (29 CFR Parts 1910 and 1926).

5. GSA’s “Facilities Standards for Public Buildings Service (P1-2005)” which establishes design standards and criteria for new buildings, major and minor alternations, and work in historic structures for GSA’s Public Building Services.

6. Homeland Security Presidential Directive-12 (HSPD-12), Policy for a Common Identification Standard for Federal Employees.

7. Interagency Security Committee (ISC), Risk Management Process for Federal Facilities-Appendix B Countermeasures (FOUO).

8. National Environmental Policy Act of 1969 (NEPA).

9. National Fire Protection Association (NFPA) 70-2011 Standard for Electrical.

10. National Historic Preservation Act (NHPA) of 1966.

11. Presidential Policy Directive 21, Critical Infrastructure Security and Resilience.

12. Resources Conservation and Recovery Act (RCRA)Safety in the Workplace (also known as the National Electrical Code [NEC]).

13. Solid Waste Disposal Act.

14. UL Standard: The Contractor shall comply with Underwriter Laboratories (UL) Standard 325-2002 Standard for Door, Drapery, Gate, Louver, and Window Operators and Systems.

15. Uniformed Federal Accessibility Standards.

C. Federal Specifications: The Contractor shall comply with the following Federal standards:

1. RR-F-191K/GEN-1990: Fencing, Wire and Post Metal (and Gates, Chain Link Fence Fabric, and Accessories).

2. RR-F-191/lF-2008: Fencing, Wire and Post Metal (Chain-Link Fabric).

3. RR-F-191/2E-2006: Fencing, Wire and Post, Metal (Chain-Link Fence Gates).

4. RR-F-191/3E-2007: Fencing, Wire and Post, Metal (Chain-Link Fence Posts, Top Rails and Braces).

5. RR-F-l91/4F-2008: Fencing, Wire and Post, Metal (Chain-Link Fence Accessories).

6. ASTM Standards: The Contractor shall comply with the following ASTM Standards.

7. ASTM Al76-99 (2009) Standard Specification for Stainless and Heat.

8. Resisting Chromium Steel Plate, Sheet, and Strip.

9. ASTM A392-1la Standard Specification for Zinc Coated Steel Chain Link Fence Fabric.

10. ASTM A653-11 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvanized) by the Hot-Dip Process.

11. ASTM C94-12 Standard Specification for Ready Mixed Concrete.

12. ASTM F567-11a Standard Practice for Installation of Chain Link Fence.

13. ASTM F626-08 Standard Specification for Fence fittings.

14. ASTM F1083-10 Standard Specification for Pipe, Steel, Hot-dipped, ZincCoated (Galvanized) Welded, for Fence Structures.

15. ASTM F2200-11b Standard Specification for Automated Vehicular Gate Construction.

16. For light poles the USIBWC utilizes the guidelines set forth in the Texas Department of Transportation (TxDOT) standards found in the following:

a. The Texas Department of Transportation Geotechnical Manual of March 2018

b. The Texas Department of Transportation Highway Illumination Manual of January 2018

17. Recommend that all designs meet requirements for 100 mph wind loads.

1.4.2

D. Safety: The Contractor shall comply with all applicable provisions of the “U.S. Army Corps of Engineers Safety and Health Requirements Manual”, EM385-1-1, 2008 edition, and the Federal Occupations Safety and Health Administration, 29 CFR 1926 – Construction Standards. In cases of conflicts between the two requirements, the most stringent requirement will apply. Contractor shall also be responsible for site utility clearance prior to installation. The Contractor shall contact and coordinate with underground utilities and/or utility location services for site clearance.

II. ADMINISTRATIVE TASKS

The Contractor shall install all recommended improvements in accordance with this PWS at the NIWTP Field Office, submitted by Security Services Division, USIBWC. The PWS includes a conceptual design that will be available after Request for Proposal (RFP) is issued. The result shall be a turn-key operation. The Contractor shall provide all work plans, designs, equipment, labor, materials, installation, testing, annual maintenance estimates, and training required to meet the security requirements under this PWS.

A. The Contractor will have the opportunity to attend a Pre-proposal Site Visit at the NIWTP. The dates of the pre-proposal site visit will be scheduled with the Contracting Officer after RFP. After issuance of the RFP, the contractor shall sign a Non-disclosure Agreement after which the PSAs will be released to the Contractor. The Contractor will have the opportunity to review portions of each site’s PSA and 30% Conceptual plan for installation as well as participate in a site walk around during the site visit. Each participant shall attend at their own expense.

B. The Contractor shall appoint a Project Manager (PM) to serve as the single point-of-contact and liaison between the Contractor and the Contracting Offices and Contracting Officer's Representative for all work under the contract. The selected Contractor (appropriate personnel) will sign a non-disclosure agreement (NDA). Upon receipt of the Notice to Proceed (NTP), the Contractor shall immediately furnish for approval, the name of the designated individual who will act as the PM to the Contracting Officer, in writing. The Project Manager will be responsible for the complete coordination of all work developed under the contract. The PM shall be the liaison between work plan drafting phase and installation of the work and must promote a “team” approach for the project and monitor its progress. The PM must stay involved, be knowledgeable about the project, perform periodic regular visits and be proactive in dealing with issues that may arise.

C. The Contractor selected shall have 5 years of experience working with Department of Defense (DoD) Tier II Security project design and installation. DoD experience can be substituted for relevant experience with other similar Federal agencies as the DoD. The Contractor should be very familiar with Interagency Security Committee standards for federal facilities.

D. All work will be accomplished with adequate internal controls and review procedures which will eliminate conflicts, errors, and omissions, and ensure the technical accuracy of all designs, drawings, and specifications.

E. Schedule:

The Consultant shall prepare a detailed project schedule that identifies all tasks and milestones for presentation and discussion at the kickoff meeting. The schedule shall be in prepared a graphical format using the critical path method, which depicts the order and inter-dependence of tasks, subtasks, milestones, and deliverables for each of the requirements identified herein. The Consultant shall ensure that all tasks and work sequences in the schedule are logical and show a coordinated plan of the work. The agreed upon Project Schedule shall be used by the Government to measure the progress of the work, to aid in evaluating time extensions, and to provide the basis for payments and performance.

F. Monthly Reports:

Consultant shall prepare and submit to the USIBWC a monthly update report by the fifth (5th) of every month on the work performed the previous month. The report shall include major accomplishments for the reported period, significant problems and proposed solutions, and any issues with contractual requirements. The report, along with an updated schedule, shall be submitted by e-mail no later than the fifth day of the following month.

G. Meetings:

1. The Consultant shall conduct one (1) project kickoff meeting at NIWTP with USIBWC staff. The location of the kickoff meeting will be at the NIWTP located at 865 Rio Rico Industrial Park in Rio Rico, Arizona. The USIBWC has video teleconference capabilities at the El Paso Headquarters Office, San Diego Field Office and Nogales Field Office. The date and time of the meeting shall be scheduled with the USIBWC's Contracting Officer. The Consultant shall prepare an agenda and minutes of the kickoff meeting.

2. The Consultant shall submit the draft minutes of all meetings to the USIBWC and to any primary stakeholders that participated in the meeting within three (3) calendar days, excluding weekends and federal holidays, after the day of the meeting. The USIBWC will provide comments within three (3) business days, of receipt of the draft minutes. The Consultant shall address the comments and submit the final minutes to the USIBWC and primary stakeholders within three (3) business days, after receipt of all comments.

H. The Contractor shall appoint a project superintendent at the NIWTP that shall always be onsite during installation activities. The Superintendent is the first point of contact for the USIBWC inspectors on the project. The Superintendent reports directly to the PM. The Onsite Superintendent is responsible for the safety and execution of the project daily and reports to the PM. The Superintendent shall sign an NDA.

I. Coordination with Stakeholders: The Contractor shall be responsible for coordination with all required stakeholders during the design and installation of the project. Stakeholders include, but are not limited to, utilities, local, state, and federal permitting agencies, etc. Coordination with USIBWC’s Environmental Management Division (EMD) may be required during the design process. EMD will coordinate with the appropriate state’s Historical Commission and other resource agencies for NEPA. The Contractor will be required to coordinate with EMD should additional information be needed during this review.

J. The Contractor shall keep the COR informed of all ongoing coordination activities. The COR shall immediately notify the CO, if there are any coordination issues that may affect work requirements, period of performance, and/or cost. Adjustments to the conceptual design provided from the PSA reports may occur and should be presented to the CO if they arise before performing any tasks associated with the adjustment.

K. The Contractor shall include provisions for accessibility in the installation of the project: New systems and alterations to existing facilities are to be installed to meet the requirements of the Americans with Disabilities Act Architectural Guidelines (ADAAG), and the Uniform Accessibility Standards (UFAS), with the most stringent standards applied in the event of conflicts.

L. The Contractor shall address all questions regarding the contract from the PM to the CO in writing.

M. Establish, furnish and maintain suitable installation office facilities in the vicinity of the project (within 50 miles), to serve as the project office for the duration of the project in the location specified in the Contractor's Technical Proposal.

N. The Contractor shall maintain an adequate staff of qualified support personnel to perform the work necessary to complete the project. Contractors awarded by the Contractor will be required to sign a non-disclosure agreement prior to beginning any work.

O. The Contractor shall establish internal accounting methods and procedures for documenting and monitoring project costs and monitor schedule.

P. The Contractor shall establish and maintain Contract administration procedures, which shall include preparation of supplemental agreements and requests for time extensions as well as administration of subcontracts.

Q. The Contractor shall include the complete project name and number on all correspondence related to this Contract.

R. The Contractor shall participate in work plan consensus, status and team building meetings with all appropriate participants at the start, monthly during the project development period, and as needed to maintain the project schedule. If requested by the USIBWC COR, the Contractor shall act as the lead. The Contractor shall attend and participate in all review conferences pertinent to the work under the contract. Project Manager or other designated Contractor’s representative shall attend all Conferences and Meetings. Contractor shall submit monthly reports to the IBWC COR (or designee) by the 5th of each month to review progress reports for the preceding month, identify issues and process invoices.

S. Daily Progress Report will be submitted on Mondays following the reported week.

T. The Contractor shall assume complete responsibility for the accuracy and completeness of Installation Documents prepared under this project.

U. The Contractor shall furnish written and electronic (pdfs) documentation of communications between the Contractor and any party pertaining specifically to this project to USIBWC for their records within one week of the communication. The Contractor is responsible for recording and distributing to the participants the minutes of all meetings pertaining to this project within two (2) business days of the meeting.

V. The Contractor will be required to provide a complete list of all components installed which will include warranty information, operating instructions, configuration information, other details, etc.

W. The Contractor will ensure that each security system component is recorded in Microsoft Excel format as it is installed. The columns will include item #, manufacturer, model #, serial #, specific location, and value. The Excel document will be submitted to the COR when final drawings are submitted to the USIBWC.

X. There are specific hardening requirements for all IT hardware and software that will be installed with the SMS. The hardening requirements can be found at the end of the document in Appendix A, System Hardening Requirements for Contractor Installing Security/Camera Systems at USIBWC Facilities.

Y. Contractor will ensure that all access control features, CCTV, and intrusion detection features/systems are programmed into and controlled by the CCURE 9000 SMS. This includes programming of Door Groups for PIV cards. The Contractor will be provided with the programming requirements prior to programming the access control functions.

Z. Contractor shall provide 50 access control cards that are compatible with the CCURE 9000 SMS. The contractor will provide 8 hours of training for designated USIBWC personnel (up to 5) upon completion of the project in accordance with the stated timeframe in this PWS.

AA. Any components installed by the contractor must be compatible with the CCURE 9000 system and integrated into the current components. Contractor shall ensure that the system is HSPD-12 compliant and that agency PIV cards will be compatible with the system. The entire system should be expandable for future additions and connectivity to other systems.

V. WORK PLAN REQUIREMENTS

A. Examination of Site

1. Prior to submitting Proposal for Work, it is recommended the Contractor perform the following:

a. The Contractor and Installer should visit the Project site to become familiar with existing site conditions, including the site location and size, review of portions of the PSA reports and 30% Plan.

b. At time of suggested site visit, contractor should request and confirm receipt of existing USIBWC Asbestos and Lead Based Paint surveys from facility staff for consideration in development of a contractor work plan.

B. The work plan consisting of first draft, second draft, and final work plans and other supplemental installation documents as needed for the comprehensive Physical Security Assessments and Improvements Installation at the NIWTP shall comply with the following:

1. The work plan, at a minimum, shall meet all applicable requirements as recommended in both the PSA and PAR. The plan shall comply with all applicable codes, standards, and regulations.

2. The work plan shall follow industry standards in respect to format and content. The work plan should outline the plan for installation for each item outlined in the respective PSA and PAR.

3. The work plan shall include product data sheets for all equipment to be installed under this contract.

4. The work plan shall include product maintenance requirements and yearly opinion of probable costs.

5. The work plan shall include all survey control maps/data required for installation of the project.

6. Drawings shall be provided in AutoCAD 2018 Civil 3D and shall be geo-referenced to the NIWTP.

7. The Contractor shall prepare a work plan report for the project to include the basis for the installation, existing conditions within the project limits, survey information compiled for the project, datum information for the drawings, product data sheets, product maintenance requirements and yearly estimated costs, designs to include drawings and details as required, and any other data found to be pertinent by the Consultant.

8. The plan should also include operational considerations to improve physical security.

B. Site Investigation and Design Data Research:

The Contractor shall perform field reconnaissance, survey, and a site investigation as required to complete the installation project. The Contractor shall be required to make his own field investigation to verify dimensions and other information shown on government furnished reference drawings and the PSA. The Contractor is responsible for all travel, reproduction costs, permitting costs, and work required to obtain engineering information and design data for the accomplishment of the contract documents of the project in accordance with requirements of this PWS.

1. The Contractor shall become familiar with existing site conditions, including location of existing utilities.

C. Submitted work plan will reference all applicable laws, standards, codes and regulations and will be subjected to review and approval by USIBWC. To accomplish the Government’s commitment to the protection and preservation of the environment and historical sites, the Contractor shall provide all drawings and supporting design analysis based on the requirements set forth in this scope of work and in compliance with National Environmental Policy Act (NEPA). USIBWC’s Environmental Management Division will coordinate NEPA compliance. Areas to be avoided (historical sites, etc.) shall be provided to the Contractor upon request.

D. The Contractor shall be responsible for contacting, coordinating and obtaining review comments, approvals, permits and certifications by all applicable regulatory agencies except Historical Commission (HC) and resource agencies. EMD will coordinate with HC and other resource agencies based on the first draft of the work plan submittal for NEPA clearance. Contractor will be required to coordinate with EMD if additional project information is required by the resource agencies. The Contractor shall be required to coordinate, schedule, and conduct all necessary meetings with the regulatory agencies to accomplish the installation of the project. The Contractor shall coordinate with the USIBWC’s COR prior to commencing review and compliance confirmation with regulatory agencies.

E. The USIBWC’s COR shall be kept informed of all coordination efforts and communications with outside agencies and shall be provided with design comments and any pertinent documentation, and approval letters for each review submittal to all regulatory agencies.

F. The Contractor shall be responsible for incorporating revisions requested by the regulatory agencies. The Contractor will coordinate with the USIBWC’s COR prior to incorporating such revisions. The Contractor shall present its preliminary design to the Government at the first draft stage and shall discuss with the Government alternative approaches to installation of the project, including the feasibility of incorporating environmentally responsible approaches. The Contractor shall reach an understanding with the Government regarding the requirements of the project.

G. The Contractor will make every effort to develop drawings to include materials that are resource-efficient and sustainable. The Contractor shall incorporate these principles into the work plan at the first draft submittal and clearly indicate these inclusions using bold-italicized lettering. A narrative shall also be provided in the work plan analysis which clearly identifies these areas of the specifications.

H. EMD will submit the first draft work plan and applicable drawings provided by the Contractor to Historical Commission of each state and other resource agencies. No work will begin prior to notification from EMD that clearance for installation to proceed has been given from these agencies.

I. Quality Control Plan Requirements: The Contractor is responsible for accuracy and completeness of the plans and related design prepared under this contract and shall provide QC/QA measures defined in this Performance Work Statement.

VI. REVIEWS AND OVERSIGHT VISITS

A. The work plan will be reviewed by the project team including representatives of USIBWC technical divisions for conformity with USIBWC procedures and the terms of the Contract according to the QC/QA Plan requirements. Review by USIBWC does not include detailed review or checking of design of major components and related details or the accuracy with which such designs are depicted on the plans.

1. The review by the USIBWC’s Government Representative of the design work to verify that all the requirements of this Contract are adequately met.

2. The Contractor has complete responsibility for the accuracy and completeness of all design documents as well as the installation documents prepared under this project.

B. USIBWC may also make periodic visits to the Contractor’s offices to discuss and verify progress and the Contractor’s QC/QA plan. USIBWC will give the Contractor (2) calendar days advance notice of intent to make an oversight visit.

C. Throughout the process, the Contractor may request additional oversight visits by USIBWC to discuss and verify progress and to assist the Contractor and/or its installers(s) in resolving questions and issues. The Contractor shall give USIBWC three (3) calendar days’ notice of any requested oversight visit.

D. Once the USIBWC has accepted the work plan, any item within the accepted work that the Contractor desires to subsequently change must be identified by Contractor through a written request identifying and requesting such change, and the change shall not be incorporated into the project until the USIBWC has agreed to the change.

VII. QC/QA REQUIREMENTS

A. The Contractor shall prepare a Quality Control/Quality Assurance (QC/QA) Plan. The QC/QA Plan must be compliance confirmed by USIBWC prior to Contract execution. No activities may proceed until the Contractor’s Quality Control Plan has been compliance confirmed in writing by USIBWC. The plan shall detail how the Contractor will provide quality control (QC) and quality assurance (QA) for both the work plan and installation elements of the project, obtain samples from Contractor quality control testing, perform tests for Contractor quality control, provide inspection, and exercise management control (i.e. quality assurance testing) to ensure that work conforms to the Contract requirements.

B. The Contractor QC/QA Plan shall include a description of the quality control and quality assurance organization, including the number of full-time equivalent employees with specific Quality Control and/or Quality Assurance responsibilities and including a chart showing lines of authority and reporting responsibilities. The persons and organizations performing Quality Control and/or Quality Assurance functions shall have sufficient authority and organizational autonomy to identify quality problems, and to initiate, recommend, and verify implementation of solutions. All key personnel performing Quality Control and/or Quality Assurance functions shall be exclusively designated to such and shall not be assigned to perform conflicting duties.

C. The Government reserves the right to require the Contractor to make changes in the quality control staff, including removal of personnel, as necessary, to obtain the quality specified.

D. The QC/QA Plan shall name an independent testing laboratory that shall be responsible for all testing required during the installation of the project as required. The Contractor shall employ a certified independent laboratory to perform sampling and testing or provide an onsite laboratory with testing apparatus and qualified laboratory technicians.

1. Testing laboratories shall be accredited by US Army Corps of Engineers (USACE), AASHTO, International Accreditation Service, or American Association for Laboratory Accreditation (A2LA).

2. Testing laboratories must be experienced in the type of testing work to be done. All laboratories must meet the requirements of ASTM E699 and ASTM E329.

a. Laboratories testing concrete and concrete aggregates: Meet requirements of ASTM C1077.

b. Laboratories testing soil and rock: Meet requirements of ASTM D3740.

c. Laboratories engaged in nondestructive testing: Meet requirements of ASTM E543.

3. Laboratories shall calibrate measuring devices, laboratory equipment and instruments at established intervals against certified standards in accordance with National Institute of Standards and Technology requirements.

4. Upon request, the testing laboratory shall make measuring and testing devices available for use by the Government for verification tests.

5. The Government reserves the right to check the laboratory equipment in the proposed laboratory for compliance with the standards set forth in the Contract specifications and to check the laboratory technician's testing procedures and techniques.

6. Technicians and Inspectors

a. In addition to the above, technicians and inspectors shall be employed when necessary. The Testing Technicians and Inspection Technicians shall have the following qualifications:

b. For all concrete work, the operator is either ACI certified or qualified by a recognized equivalent, for written or performance testing program for all the tests to be performed.

c. For all other work, industry standard certification and/or training shall be required for all technicians and inspectors.

7. If any reference material is outdated, contractor is responsible for using the most up to date requirements.

E. USIBWC Review of Work Plan

If USIBWC, at any time, determines that the Work Plan or Installation is proceeding which does not conform to Contract requirements, USIBWC reserves the right to suspend work for cause until resolution of the issue at no additional cost to the government.

F. Work Plan Quality Review

1. Prior to the release of final Work Plan Documents and Installation Documents, the Contractor shall complete review with personnel experienced in the appropriate disciplines(s).

2. The review shall verify that the Work Plan Documents and Installation Documents were prepared in such a manner as to ensure that they will be acceptable to USIBWC, as well as the Management/Installation Team.

3. The criteria used in such review shall include:

a. Conformity of the final Work Plan documents and Installation Documents with the Contract Provisions.

b. Assurance that all materials, equipment and elements of the Work provided for in such documents which shall be incorporated into the Project have been provided to perform satisfactorily for the purpose intended.

c. The appearance, organization, technical and grammatical accuracy of such documents.

d. Verification that such documents have been checked and signed by the drafter, designer, checker and reviewers.

e. Assurance that such documents fully provide for proper installation, compatibility of materials and conformity to acceptance criteria for inspections and tests as provided in the Contract and in accordance with all documents listed in section III Applicable Codes Rules and Regulations.

G. Installation Quality Control (IQC) Plan Requirements

The IQC Plan shall include, as a minimum, the following to cover all installation operations, both onsite and offsite, including work by subcontractors, fabricators, suppliers and purchasing agents:

1. Describe the Installation Contractor’s quality control organization, including the number of full-time equivalent employees with specific Quality Control and/or Quality Assurance responsibilities and including a chart showing lines of authority and reporting responsibilities.

2. List by discipline the name, qualifications, duties, responsibilities and authorities for all persons proposed to be responsible for Installation Quality Control and/or Quality Assurance.

3. Installation progress schedule.

4. Installation submittal schedule.

5. Inspection requirements.

6. Quality control sampling, testing, and analysis plan with frequencies, location and methods.

7. Specify documentation for QC/QA activities, including control charts.

8. Contractor’s requirements for corrective action when quality control and/or acceptance criteria are not met.

9. Procedures for tracking preparatory, initial and follow up control phases and control, verification and acceptance tests including documentation.

10. A list of the definable features of work.

11. A definable feature of work is a task that is separate and distinct from other tasks and has separate control requirements. It could be identified by different trades or disciplines, or it could be work by the same trade in a different environment. This list will be agreed upon during the coordination meeting.

12. The USIBWC may supplement the IQC testing with independent assurance tests and inspections (Quality Assurance).

H. Acceptance of the Work by the Installation QC Manager does not mean the Government accepts the Work.

I. Control of Phases of Work

1. Prior to the start of any work activity the Contractor shall hold a meeting to ensure that all project personnel have a thorough understanding of work to be done. The meeting should include discussions relating to what will be accomplished, by whom it will be performed, and where, when, and how the work will be done. These meetings are to ensure that all parties have the same understanding of the installation intent, have the appropriate plans and any special details, and are aware of safety regulations and procedures that need to be followed. At this time the QC inspection checklist for this activity should be reviewed.

J. Installation QC/QA Documentation

1. The Contractor, Project Manager, Installation Contractor, and/or subcontractor shall maintain current records providing factual evidence that required quality control activities and/or tests have been performed. These records shall include the work of subcontractors and suppliers

K. These records shall indicate a description of trades working on the project; the number of personnel working; weather conditions encountered; and any delays encountered. These records shall cover both conforming and deficient features and shall include a statement that equipment and materials incorporated in the work and workmanship comply with the Contract.

L. IBWC Form 163, Contractor's Daily Quality Control Report, shall be used to document this data. The original Form 163 with copies of these records in report form shall be hand carried to the Government daily within twelve (12) hours after the date(s) covered by the report, except that reports need not be submitted on calendar days on which no work is performed. As a minimum, one (1) report shall be prepared and submitted for every seven (7) calendar days of no work and on the last day of a no work period. All calendar days shall be accounted for throughout the life of the Contract. The first report following a day of no work shall be for that day only.

M. IBWC Form 163 shall be signed and dated by the Installation QC/QA Manager. The report from the Installation QC/QA Manager shall include copies of test reports and copies of reports prepared by all subordinate quality control personnel. All these items shall also be provided to the COR in electronic format. IBWC Form 163 can be provided as a pdf scan of the original or as a pdf or word document containing a scanned electronic signature. All test reports and other items attached to the daily report shall also be scanned into pdf format.

1. The minimum scan resolution shall be 300 dpi by 300 dpi.

2. Color documents shall be scanned in color.

3. Test reports, QC/QA reports, inspections, minutes, etc. shall all be submitted in separate electronic files.

4. The file names for the electronic files shall always start with the Contract Day number and shall also contain a brief description as well as the calendar date. For example, 065 DR Contractor Name IBMxxCxxxx 12-13-2025.pdf or 065 QC IBMxxCxxxx 12-13-2025.pdf.

N. Notification of Noncompliance - The Government will notify the Contractor of any detected noncompliance with the foregoing requirements. The Contractor shall take immediate corrective action after receipt of such notice. Such notice, when delivered to the Contractor at the worksite, shall be deemed sufficient for the purpose of notification.

O. Contractor Responsibilities - The Contractor shall be responsible for the quality of installation and materials incorporated into the project. The Contractor’s Quality Control measures are to ensure that operational techniques and activities provide material of acceptable quality. Contractor sampling and testing shall be performed to control the processes and determine the degree of material compliance with the Contract Provisions.

VIII. INSTALLATION TASKS

Installation shall not commence until after Government review and compliance confirmation of design and NEPA review.

The Contractor shall furnish all services, materials, supplies, equipment, investigations, studies, project supervision, and travel as required in connection with this PWS and as outlined in the PSA Reports for NIWTP which includes items listed in the next table.

A. NIWTP Installation Totals

CCTV Monitoring System

Physical Security

Access Control System

General Requirements

NOTE: Brand name required to ensure capability with strategic security management system

1. Contractor will replace/upgrade (7) IP networked CCTV Bullet-style cameras to include:

a. (4) Admin Bldg. 100.

i. Admin Bldg. 100 Reception Area Entry.

ii. Admin Bldg. 100 Work Bay West Entry.

iii. Admin Bldg. 100 Admin Hall South Entry.

iv. Admin Bldg. 100 Work Bay North Entry.

b. (1) Main Gate Security Pole.

c. (1) Front Gate Security Pole.

d. (1) North Gate Security Pole (new installation).

e. IP camera with 4MP – 8MP (optional 4K video).

f. Ultra-low light functionality (IR capable).

g. Integrated AI (if cost feasible).

h. Ruggedized Bullet Camera housing assembly (IP66/67 rated).

i. POE power capable.

j. Universal mounting bracket (marine-grade stainless steel).

k. Hardware (marine-grade stainless steel).

l. Note: Avigilon 4.0C-H6A-BO1-IR 4MP H6A Bullet Camera or a functionally similar model.

2. Contractor will replace/upgrade (7) IP networked CCTV PTZ-style cameras to include:

a. (1) Admin Bldg. 100 East Side.

i. Ultra-low light functionality optional.

b. (1) Chlorine Bldg. 500 Security Pole.

i. Ultra-low light functionality optional.

c. (1) Salvage Yard Security Pole

i. Ultra-low light functionality required (IR capable).

d. (1) Main Gate Security Pole.

i. Ultra-low light functionality optional.

e. (1) Headworks Security Pole

i. Ultra-low light functionality required (IR capable).

f. (2) Bell Press Bldg. 300.

i. (1) Bell Press Bldg. 300 Northwest corner.

1. Ultra-low light functionality required (IR capable).

ii. (1) Bell Press Bldg. 300 Southwest corner.

1. Ultra-low light functionality required (IR capable).

g. IP camera with minimum 5MP – 8MP 4K video.

h. Integrated AI (if cost feasible).

i. Ruggedized Dome Camera housing assembly (IP/6667 rated).

j. POE power capable.

k. Universal mounting bracket (marine-grade stainless steel).

l. Hardware (marine-grade stainless steel).

3. Contractor will replace/upgrade (1) Network Video Recorder (NVR) to include:

a. (1) Admin Bldg. 100 Server Room.

b. NVR will have minimum 30-day storage capacity.

c. NVR will be rack mounted.

d. NVR compatible with installed camera inputs including AI compatibility.

e. NVR compatible with Victor Site Manager application.

f. NVR compatible with C-CURE 9000 software.

g. Note: Avigilon NVR5-VAL-24TB-NA or functionally similar model.

4. Contractor will upgrade (1) version of Victor Site Manager application to include:

a. Version 6.1 minimum (May 2023).

b. System Licenses.

c. Software Support Agreement.

5. Contractor will update/install (14) new CCTV Camera Licenses to include:

a. (7) Camera Licenses for Bullet-style cameras.

b. (7) Camera Licenses for PTZ-style cameras.

c. Valid for life of camera.

6. Contractor will replace/upgrade (15) Exterior Ruggedized Wireless Ethernet Point-to-Multi-point Transceivers to include:

a. (5) Admin Bldg. 100.

i. (1) Admin Bldg. 100 over West Exterior Roof facing Northwest.

ii. (1) Admin Bldg. 100 over North Exterior Roof facing Northwest.

iii. (1) Admin Bldg. 100 over Northeast Corner of Exterior Roof facing East.

iv. (1) Admin Bldg. 100 over Southeast Corner of Exterior Roof facing East.

v. (1) Admin Bldg. 100 over South Exterior Roof facing South.

b. (2) Bell Press Bldg. 300.

i. (1) Bell Press Bldg. 300 Northwest corner facing West.

ii. (1) Bell Press Bldg. 300 Southwest corner facing West.

c. (3) Lab Bldg. 101.

i. (1) Lab Bldg. 101 over North Exterior Door facing North.

ii. (1) Lab Bldg. 101 over Southeast Corner of Exterior Roof facing Southeast.

iii. (1) Lab Bldg. 101 over South Exterior Roof facing Southwest.

d. (1) Front Gate

i. (1) Front Gate Security Pole facing Northeast.

e. (1) Headworks

i. (1) Headworks Security Pole facing Northwest.

f. (1) Chlorine Bldg. 500.

i. (1) Chlorine Bldg. 500 attached to Security Pole facing Southeast.

g. (1) Salvage Yard Security Pole.

i. (1) Salvage Yard Security Pole facing Southwest.

h. (1) Main Gate.

i. (1) Main Gate attached to Security Pole facing West.

i. (15) Wireless Ethernet Transceiver (2.4GHz/5GHz // Preferred 1Gbps speeds).

j. (15) High gain antennas.

k. Universal mounting bracket (marine-grade stainless steel).

l. Hardware (marine-grade stainless steel).

m. Access Control Software (for gates).

n. PIDS software (perimeter fencing/gates).

o. Optional back-haul cellular communication capabilities.

p. Note: Prefer Gigabit speeds; 500 Mbs minimum or approved version.

7. Contractor will replace (30) Existing Street Mast LEDs (assemblies only) across NIWTP property to include:

a. (30) located at Street Mast Poles throughout the facility (See Conceptual Map).

b. Long-lasting LED.

c. Equivalent or improved version of installed LED.

d. Robust illumination for industrial applications.

e. Must provide light across a minimum of 250ft around the installation point.

f. Capable of solar power operation if deemed applicable.

8. Contractor will replace up to (6) security high mast lights within the NIWTP facility to include:

a. (1) Lab Bldg. 101.

i. (1) Lab Bldg. 101 over Exterior Entry facing South.

b. (1) Lab Bldg. 102.

i. (1) Lab Bldg. 102 over Exterior Entry facing South.

c. (1) Admin Bldg. 100.

i. (1) Administrative Bldg. 100 over Exterior Entry facing North.

d. (1) Chlorine Bldg. 500.

i. (1) Chlorine Bldg. 500 Security.

e. (1) Main Gate.

i. (1) Main Gate attached to Security Pole facing West.

f. (1) Front Gate.

i. (1) Front Gate attached to Security Pole facing Southeast.

g. Long-lasting LED.

h. Robust illumination for industrial applications.

i. Must provide light across a minimum of 250ft around the installation point.

j. Ruggedized, weatherproof housing rated IP65/67.

k. Universal mounting bracket (marine-grade stainless steel).

l. Hardware (marine-grade stainless steel).

m. Light heads must be able to be lowered by agency personnel.

n. Capable of solar power operation if deemed applicable.

9. Contractor will replace/upgrade (2) Intrusion Detection Systems. (1) at the Lab Bldg. 101 and (1) at the Administrative Bldg. 100 to include:

a. (2) DSC Control Panel.

i. (1) Lab Bldg. 101 Equipment Room.

ii. (1) Admin Bldg. 100 Server Room.

b. (2) DSC AC Transformer.

i. (1) Lab Bldg. 101 Equipment Room.

ii.