U.S. Army Corps of Engineers Whitney Powerhouse SECURITY

FENCE

Whitney Dam

285 CR3602 Clifton, Tx 76634

1 GENERAL REQUIREMENTS

1.1 GENERAL

This project is located at Whitney Lake Powerhouse, Clifton, Tx. The work includes removal and replacement of approximately 1000 linier foot of 7 foot tall woven security fence with double top mounted extension arms with 3 strands of barbed wire each. This includes 3 equipment access gates, removal of double swing gate, installation of new double swing vehicle access gate in a new location shown in the drawings, installation of 2 personnel walk-through gates, repainting of 9 light and camera poles, and incidental related work including debris removal.

(1) Whitney Powerhouse

• Approximately 100 feet of fence will be installed along a steep rock cliff which has been 'stair stepped' as shown in Appendix 1.3. Other portions will be installed into existing concrete, and portions will be installed into the ground. If the existing poles which are mounted in concrete remain structurally sound they may be left in place and reused.

• Replacement fence and gates shall keep the original foot print and meet FE7 security fence specifications and follow the specifications in section 32-031-13.53. All reused posts and 9 existing light poles shall be properly prepared for paint as noted in Section 09 90 00 and painted with a color selected by the COR. This project is labeled from Section A through Section H as described below and on the map in Appendix 1.1. A part of Section B, all of sections E, F, and G are installed over a grounding blanket beneath the switchyard. These portions of fence must be grounded to the grounding blanket in a fashion similar to the existing grounding system.

• All debris as a result of work under this contract shall be removed from federal property for proper disposal.

• This facility must remain secured at all times. A temporary security fence must be installed prior to the removal of any sections of fence. Unattended breaches of the fencing shall not be permitted.

• When completed all sections of fence and gates shall meet FE7 Security Fence Specifications. An example of a typical drawing located in Appendix 1.2.

1.1.1 All work shall be conducted in strict accordance with the following standards of practice:

• UFC 4-022-03 - Security Fences And Gates

1.2 POINTS OF CONTACT

Prior to commencement of any work being performed on site, the contractor shall participate in a Pre-work Meeting with the Contracting Officer (KO) and/or Contracting Officer’s Representative (COR).

• Contracting Officer – Kimberly Logan, 817-886-1070 kimberly.a.logan@usace.army.mil

• Contracting Officer’s Representative (COR) – Bryan Kiehl, 254-622-7407 , bryan.j.kiehl@usace.army.mil

1.3 PROJECT SUBMITTALS

The contractor shall provide submittals for Government Approval. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications. It will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work. The Contractor shall provide a submittal register showing items of equipment and materials for which submittals are required by the specifications. This list may not be all-inclusive, and additional submittals may be required. The Contractor shall be required to update and maintain the Submittal Register at all times. Submittals shall include product data sheets, manufacturer’s installation instructions, and certification of compliance with applicable ASTM/UL standards for all materials specified in Section 2.0.

1.3.1 SD-01 Preconstruction Submittals

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

1.3.1.1 Quality Control Plan (QCP); G, RO

The contractor shall complete and submit a Quality Control Plan. There shall be one qualified Superintendent and one qualified Contractor Quality Control (CQC) Manager. The Site Safety and Health Officer (SSHO) shall always be onsite when work is ongoing. The SSHO must meet the requirements of EM 385-1-1 Section 01.A.17. The quality control system shall consist of plans, procedures, and organization necessary to produce a product that complies with the contract requirements. Cover all construction operations, both onsite and offsite, and be keyed to the proposed construction sequence.

The project Superintendent will be held responsible for the quality of work and is subject to removal by the Contracting Officer. The Contracting Officer reserves the right to conduct any inspections or perform any tests deemed necessary at any time during the execution of the contract to determine conformance with the requirements of these specifications.

Superintendent and CQC Manager shall be on site while any work is being done.

1.3.1.2 Accident Prevention Plan (APP); G, RO

The Contractor must prepare a written site-specific APP according to the requirements specified in the Accident Prevention Plan paragraph. In addition to other requirements, the APP shall be coordinated with and refer to the Site Access and Work Plan, specified in paragraph Site Conditions and Site Access and Work Plan, to ensure proposed equipment can be used in a safe manner and fall protection measures are in place during performance of the work. Fall protection measures shall meet the requirements of EM 385-1-1. The site-specific working conditions shall also be addressed in the Activity Hazard Analysis

(AHA).

1.3.1.3 Credential of Designated Personnel; G, RO

Contractor shall provide credentials for the following personnel: Superintendent, Fall Protection Competent Person, Quality Control System Manager (QCSM) and Site Safety and Health Officer (SSHO).

1.3.1.4 Manufacturer’s Certificate; G, RO

Submit certificate from the fence system manufacturer attesting that the installer is qualified to install the manufacturer’s fencing system. The installer shall have a minimum of five (5) years’ experience performing similar fencing installations, unless otherwise approved by the Contracting Officer.

1.3.1.5 Manufacturer’s Literature; G, RO

For all proposed materials to be furnished under this contract, the Contractor shall furnish manufacturer’s descriptive literature or catalog cuts, illustrations, specifications, and other data to show the proposed materials meet the specified requirements. All appropriate descriptive data shall be clearly indicated on the submittal. Manufacturer’s literature shall be provided for the following:

mailto:kimberly.a.logan@usace.army.mil mailto:bryan.j.kiehl@usace.army.mil

a. Fence System Overview

b. Installation Instructions

c. Maintenance and Warranty Information

d. Component Literature

1.3.1.6 Qualifications of Installer; G, RO

The system installer shall be approved, authorized, or licensed in writing by the fence system manufacturer. The installer shall have a minimum five (5) years’ experience installing the manufacturer’s fencing systems and shall be qualified at a level capable of providing the specified warranty. The Contractor shall submit documentation verifying the installer’s manufacturer certification and credentials, including proof of compliance with the manufacturer’s certification requirements.

1.3.1.7 Project Schedule; G, RO

Project Schedule must be provided in bar chart formats. Schedule must be submitted after the Notice to Proceed (NTP), per the PWS.

1.3.1.8 Site Access and Work Plan; G, RO

Contractor shall submit for approval a written plan describing in detail all phases of fence removal, installation, and site restoration. Plan shall address safety measures, equipment specifications, weather considerations, and coordination with existing site operations.

1.3.1.9 Waste Management Plan; G, RO

1.3.2 SD-02 Design Data

1.3.2.1 Layout of Fence; G, RO

The Contractor shall install the new security fence as marked on the site map. If there are agreed upon changes to the fence layout, the Contractor shall provide details for final layout and construction of fence for approval by the Contracting Officer.

1.3.3 SD-03 Product Data;

1.3.3.1 Fence System Components; G, RO

1.3.3.2 Barbed Wire and Extension Arms; G, RO

1.3.3.3 Gates; G, RO

1.3.3.4 Coatings and Finishes; G, RO

1.3.3.5 Accessories; G, RO

1.3.4 SD-04 Closeout Submittals

1.3.4.1 Contractor’s Warranty; G, RO

1.3.4.2 Information Card; G, RO

Contractor’s standard one-year construction warranty shall be submitted after completion of all work.

1.3.4.3 References

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

American Society Testing and Materials (ASTM), National Fire Protection Association (NFPA), Federal Specification (FS)

ASTM A116 (2022) Standard Specification for Metallic-Coated, Steel Woven Wire Fence Fabric

ASTM A121 (2022) Standard Specification for Metallic-Coated Carbon Steel Barbed Wire

ASTM A153/A153M (2023) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A123 (2024) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A392 (2022) Standard Specification for Zinc-Coated Steel Chain-Link Fence Fabric

ASTM A780/A780M (2020) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A824 (2022) Standard Specification for Metallic-Coated Steel Marcelled Tension Wire for Use with

Chain Link Fence

ASTM C837 (2024) Standard Specification for Packaged, Dry, Combined Materials for Mortar and Concrete

ASTM F1043 (2022) Strength and Protective Coatings on Metal Industrial Chain-Link Fence Framework

ASTM F1083 (2022) Standard Specification for Pipe, Steel, Hot-Dipped Zinc Coated (Galvanized) Welded, for Fence Structures

ASTM F567 (2023) Standard Practice for Installation of Chain Link Fence

ASTM F626 (2023) Standard Specification for Fence Fittings

ASTM F883 (2022) Padlocks

ASTM F900 (2025) Industrial and Commercial Swing Gates

FS RR-F-191/4 (Rev F) Fencing, Wire and Post, Metal (Chain-Link Fence Accessories)

1.3.5 Contractor Data Submission

All contractor data submissions shall be submitted electronically to:

bryan.j.kiehl@usace.army.mil

SECURITY REQUIREMENTS

1.3.6 General Security Requirements and Guidance

The security requirements described below apply to all contract personnel (including employees of the prime Contractor and all subcontractors’ employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (e.g., Contracting Officer Representative (COR) or Contracting Officer. Contract personnel are critical to the overall security and safety of US Army Corps of Engineers (USACE) installations, facilities, and activities, and security awareness training contributes to those efforts. The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award of the date new contract personnel begin performance on the contract. Within five business days form the completion of training, the Contractor shall provide written documentation to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed;

the Contractor shall mailto:bryan.j.kiehl@usace.army.mil maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations.

Additionally, all contract personnel shall comply with Force Protection Conditions (FPCON) measures, Random Antiterrorism Measures (commonly referred to as “RAMs), and Health Protection Conditions (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures; this includes identifying missions essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON of HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel.

The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures. The contractor must submit the full name, Social Security Number, and Date of Birth for all associated contractor or subcontractor employees to the USACE Security Office, Walter P. Geiger, 412-395-7591, Walter.P.Geiger@usace.army.mil and Joseph Bali, 412-395-7162, Joseph.M.Bali@usace.army.mil. LRP Security Information Sheet is to be completed and returned to Mr. Geiger. The contract number and title of the project including the location is to be identified on the Sheet. To protect employee PII, the submission of the completed form through a secure fax is preferred; however, a secured email is acceptable. If e-mailing required information, e-mail must be encrypted to protect Personally Identifiable Information (PII). The District retains the right to deny any contractor and subcontractor employee from working on one of its contracts based on final background investigation results.

1.3.7 Physical Security and Access Control Requirements

All contract personnel requiring physical access to a federal installation or facility shall comply with the access control procedures of that location. Contract personnel requiring unescorted access to meet contract performance requirements on a DoD installation in the US shall be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/Security Office using the National Crime Information Center-Interstate Identification (commonly referred to as “NCIC-III”) and Terrorist Screening Database (commonly referred to as “TSDB”). Contract personnel shall comply with all personal identity verification requirements specified in installation/facility policies and procedures. Contract personnel who do not meet requirements for unescorted access to USACE facilities shall coordinate escorted access with the Government representative, as needed. Contract personnel who receive keys, access cards, or lock combinations that provide access to government-owned property shall comply with key and lock control procedures of the RA.

1.3.8 Pre-Screen Candidates Using E-Verify Program

Contractors shall comply with the requirements set forth in FAR clause 52.222-54 Employment Eligibility Verification and FAR Subpart 22.18 in using the E-Verify Program at (https://www.e-verify.gov/) (website subject to change) to meet the contract employment eligibility requirements. Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). An initial list of verified/eligible candidates shall be provided to the COR no later than three business days after the initial contract award. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, and submit it to the Contracting Officer to become part of the official contract file.

1.4 SAFETY REQUIREMENTS

In addition to the requirements included in the provisions of this contract, all work shall comply with the most recent edition of the USACE Engineering Manual (EM) 385-1-1, “Safety and Health Requirements Manual”, and all applicable federal, state, and local laws, ordinances, criteria, rules, and regulations. Where the requirements herein, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern.

If there are any standards that require interpretation, submit matters to the appropriate administrative agency for resolution before the commencement of work.

The latest version of the EM 385-1-1 is available online at:

https://www.publications.usace.army.mil/Portals/76/EM%20385-1-1%20_EFFECTIVE%2015March2024.pdf

The Superintendent, QC Manager, and SSHO are subject to dismissal if any of the required regulatory requirements are not being effectively carried out. If dismissal occurs, project work will be stopped, and no work shall proceed until a suitable replacement is approved and the appropriate requirements are assured to be effectively carried out.

1.4.1 Public Safety

The Contractor shall ensure that reasonable precautions are taken to always protect the public where work is being mailto:Walter.P.Geiger@usace.army.mil mailto:Joseph.M.Bali@usace.army.mil https://www.e-verify.gov/) https://www.publications.usace.army.mil/Portals/76/EM%20385-1-1%20_EFFECTIVE%2015March2024.pdf performed. The Contractor shall immediately report to the COR any potential hazards found by their employees on the project. The Accident Prevention Plan (APP) shall include procedures to be taken to provide for public safety. Additionally, the Contractor shall not allow any persons, except employees, into work areas that are not otherwise open to the public; nor shall the Contractor transport in Contractor work vehicles any persons, except employees, during times the Contractor is on the project performing work under a Task Order.

1.4.2 Accident Prevention Plan (APP)

An Accident Prevention Plan (APP) is a safety and health policy and program document that shall be contract- and/or job-specific. The APP shall be developed by the Contractor and shall interface with the Contractor’s overall Safety and Health Program, such that any portions of the Contractor’s overall program referenced in the APP shall be included as appropriate.

The Contractor shall develop the APP according to EM 385-1-1, Chapter 2, paragraph 7.b. The contractor must complete and submit ENG Form 6293 Accident Prevention Plan Worksheet.

https://www.publications.usace.army.mil/Portals/76/Eng_Form_6293_2023Aug31.pdf

The APP shall be submitted to the COR for review with the District Safety and Occupational Health (SOHO) and accepted within 15 calendar days after receipt of the Notice to Proceed (NTP) and prior to any commencement of work. Work cannot begin without an accepted APP. Once accepted by the Contracting Officer, the APP and all attachments will be enforced as part of the contract. Disregarding provisions of this contract or the accepted APP is a cause for stopping of that portion of the work at the direction of the Contracting Officer until the matter has been rectified.

A copy of the accepted APP shall always be available on the worksite. The Contractor shall provide on-going evaluations of the APP throughout the life of the project. Changes, revisions, and updates to the APP shall be reviewed and accepted by the Contracting Officer, project superintendent, SSHO, and Quality Control Manager.

1.4.3 Risk Management

A risk management assessment tool, such as an Activity Hazard Analysis (AHA), shall be developed by the contractor performing the work for each type of activity the Contractor will perform as part of the Contract. The assessment shall identify the job steps, specific anticipated hazards, site conditions, equipment, materials, personnel, and the control measures to be implemented to control the hazards. Risk assessments shall be submitted for review at least 15 working days prior to the start of the activity, task, or defined feature of work is set to begin. The Government reserves the right to require the Contractor to revise and resubmit any documents if they fail to effectively identify the work sequence, specific anticipated hazards, site conditions, equipment, materials, personnel, and the control measures to be implemented. Work shall not begin until the assessments have been accepted by the COR and discussed with all engaged in the activity.

These risk assessments shall be developed in accordance with EM 385-1-1 Chapter 2, paragraph 6 or as specified by the Contracting Officer.

Each employee performing work as part of an activity, task, or Definable Feature of Work (DFOW) shall review the risk assessment for the activity and sign the signature log designated for the assessment prior to beginning work. A signature log shall be maintained for each risk assessment.

1.4.4 Safety Meetings

Conduct safety meetings to review past activities, plan for new or changed operations, review pertinent aspects of appropriate AHA (by trade), establish safe working procedures for anticipated hazards, and provide pertinent Safety and Occupational Health (SOH) training and motivation. Conduct meetings at least once a month for all supervisors on the project location.

The SSHO, supervisors, or foremen must conduct meetings at least once a week for the trade workers. Document meeting minutes to include the date, persons in attendance, subjects discussed, and names of individual(s) who conducted the meeting. Maintain documentation on-site and furnish copies to the Contracting Officer on request. Notify the Contracting Officer of all scheduled meetings seven calendar days in advance.

1.4.5 Implementation of Safety and Occupational Health (SOH) Program

The contractor must employ a minimum of one Level 1 SSHO to function as the primary Level 1 SSHO responsible for ensuring all site personnel are implementing SOH requirements according to the contract, the EM 385-1-1, https://www.publications.usace.army.mil/Portals/76/Eng_Form_6293_2023Aug31.pdf and applicable federal, state, and local requirements.

A designated Level 1 SSHO must be at the site of work whenever work is performed.

The full time Level 1 SSHO requirement may be modified to use a different level SSHO. The Contractor must submit the request to use a different level SSHO in writing to the Contracting Officer with justification for the lower/different level. The Contracting Officer in coordination with the District Safety and Occupational Health Office will review the Contractor’s safety-related submittals – APP, AHAs, etc. and document the decision and rational.

All SSHOs must be designated in writing on ENG Form 6282 Site Safety and Health Officer Designation Letter. The form must be submitted to the Contracting Office for acceptance. Work must not be conducted until the Contracting Officer accepts the form/designation. The Contractor must maintain a copy of the accepted form at the site of work.

https://www.publications.usace.army.mil/Portals/76/Eng_Form_6282_Site%20Safety%20&%20Health%20Officer%20(SSH O)%20Designation%20Letter_2024%20Aug%20-%20FINAL.pdf

All SSHOs must meet the training/qualifications according to EM 385-1-1, Chapter 2, paragraph 3.b. Specific responsibilities for the SSHO are outlined in EM 385-1-1, Chapter 2.

1.4.6 Emergency Medical Treatment

Contractors must arrange for their own emergency medical treatment in accordance with EM 385-1-1. Government has no responsibility to provide emergency medical treatment.

1.4.7 Mishap Notification

A mishap is any unplanned, undesired event that occurs during work being performed, to include, accidents, incidents, and near misses. All mishaps shall be reported to the Contracting Officer within 24-hours after notification from the affected employee(s). Contractors are responsible for maintaining an OSHA Log of Work-Related Injuries and Illnesses (Form 300) and complying with all reporting and recordkeeping requirements specified in 29 Code of Federal Regulations (CFR) 1904.

1.4.8 Damage Reports

All instances where Government materials, supplies, property, and/or equipment are damaged, shall be reported immediately to the Contracting Officer.

1.4.9 Minimum Personal Protective Equipment

Personal Protective Equipment (PPE) is governed in all areas by the nature of work personnel are performing based on conducted hazard evaluations. AHAs shall detail the PPE to be used that will provide appropriate protection for the work to be performed when required. All PPE shall be provided by the Contractor, used, and maintained in a sanitary and reliable condition whenever the hazard dictates use.

Mandatory PPE includes:

1. Hard Hat (construction sites)

2. Short sleeve shirts

3. Long Pants

4. Appropriate Safety Shoes

5. Safety Glasses

6. Appropriate Class Reflective Vests

1.4.10 Designated Persons

The Contractor shall provide Qualified and/or Competent Persons in accordance with EM 385-1-1, OSHA, ANSI, and where specified herein. All Qualified and Competent Persons shall be designated in writing and shall meet the requirements for the https://www.publications.usace.army.mil/Portals/76/Eng_Form_6282_Site%20Safety%20%26%20Health%20Officer%20(SSH specific activity for which they are designated. Competent Persons identified in the Contractor’s Safety and Health Program and Government-accepted APP shall always be onsite when the work that presents the hazards associated with the competency is being performed. Certificates of Qualification/Competency shall be provided to the Contracting Officer for review and provided as part of the applicable AHAs and appendices of the APP.

1.4.11 Worksite Communication

Employees working alone in a remote location or away from other workers must be provided an effective means of emergency communications (i.e., cellular phone, two-way radios, land-line telephones or other acceptable means). The selected communication must be readily available (easily within the immediate reach) of the employee and must be tested prior to the start of work to verify that it effectively operates in the area/environment. An employee check-in/check-out communication procedure must be developed to ensure employee safety.

1.4.12 Machinery and Mechanized Equipment

Proof of qualifications for operator must be kept on the project site for review. Manufacturer specifications or owner's manual for the equipment must be on-site and reviewed for additional safety precautions or requirements that are sometimes not identified by OSHA or USACE EM 385-1-1. Incorporate such additional safety precautions or requirements into the AHAs.

1.4.13 Working near electrical equipment and systems

Before working near electrical equipment and systems, reference the guidelines in the EM 385-1-1 Section 11 and 29 CFR

1910.269. Employees working in the proximity of electrical equipment or conductors shall consider them to be energized. If the contractor needs access to the inside of the machinery house buildings government personnel will lockout and tagout all gate hoisting equipment. The contractor shall coordinate these activities with the COR or onsite construction representative.

1.4.14 Hazardous Material Exclusion

Notwithstanding any other hazardous material used in this contract, radioactive materials or instruments capable of producing ionizing/non-ionizing radiation (with the exception of radioactive material and devices used in accordance with EM 385-1-1 such as, nuclear density meters for compaction testing and laboratory equipment with radioactive sources) as well as materials which contain asbestos, mercury, polychlorinated biphenyls (PCBs), Diisocyanates, lead, lead-based paint (LBP), and hexavalent chromium are prohibited. The Contracting Officer, upon written request by the Contractor, may consider exceptions to the use of any of the above excluded materials. Low mercury lamps used within fluorescent lighting fixtures are allowed as an exception without further Contracting Officer approval. Notify the Radiation Safety Officer (RSO), Safety Office, and the Contracting Officer prior to excepted items of radioactive material and devices being brought on site.

1.4.15 Unforeseen Hazardous Materials

All known hazardous materials will be identified by the Government to the contractor. If materials that may be hazardous to human health upon disturbance are encountered during the performance of contract work, that portion of the work shall be stopped, and the COR immediately notified. Lead testing was performed on the Fence to the entrance of the dam, and no Lead was detected. The results are contained within Attachment 100 – LeadTestingResults. (NO RESULTS TO DATE)

1.5 PERFORMANCE REQUIREMENTS

1.5.1 Period of Performance (PoP)

The contractor shall complete all work within 60 calendar days after the Notice to Proceed (NTP).

1.5.2 Time of Performance

The Contractor shall notify the Points of Contact prior to start of work. The Contractor shall schedule work through the COR.

The Contractor shall coordinate work with the COR at least 3 days before starting work. The Contractor shall confine all operations at the work site between the hours of 8:00 AM and 4:30 PM, Monday through Friday, unless otherwise approved by the Contracting Officer. Work will not be permitted on weekends or Federal holidays unless otherwise approved by the Contracting Officer. The following is a list of Federal Holidays:

New Year's Day January 1

Birthday of Martin Luther King, Jr. Third Monday in January Washington's Birthday Third Monday in February Memorial Day Last Monday in May Juneteenth National Independence Day June 19 Independence Day July 4 Labor Day First Monday in September Columbus Day Second Monday in October Veterans Day November 11 Thanksgiving Day Fourth Thursday in November Christmas Day December 25

1.5.3 Protection of Government Property

The contractor shall protect all government property during the performance of this contract. All damage to existing government property because of the contractor’s work shall be repaired or replaced to the satisfaction of the Contracting Officer. Work area shall be cleaned by the contractor after construction is complete.

1.5.4 Protection of Personnel

The contractor shall ensure adequate measures are in place to protect workers, facility operation personnel and the public from injury due to the operations being performed. All protective measures shall be in accordance with EM 385-1-1.

1.6 KEY PERSONNEL

1.6.1 Superintendent

Provide project superintendent with a minimum of 5 years’ experience in construction with at least 5 of those years as a superintendent on security fencing projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance.

1.6.2 Quality Control System Manager (QCSM)

The QCSM is required to have a minimum of 5 years’ construction experience on Security fence installations similar to the tasks in this Contract. This QCSM is to always be onsite during construction and to be employed by the prime Contractor.

1.6.3 Site Safety and Health Officer (SSHO).

The Contractor shall employ a minimum of one Competent Person at each project site to function as the primary Site Safety and Health Officer (SSHO) to implement and administer the Contractor’s safety program and the Government-accepted Accident Prevention Plan (APP). The SSHO is a full-time responsibility and shall be an employee other than the superintendent, that reports directly to a senior, project or corporate, official. The SSHO shall be present at the project site and be located so they have full mobility and reasonable access to all major work operations during the shift. The SSHO shall meet all training and experience qualifications as outlined in EM 385-1-1 Section 01, Paragraph A.17. The SSHO may NOT serve as the Quality Control System Manager (QCSM) nor as the Superintendent. SSHO shall attend the pre-construction conference, pre-work meetings, including preparatory and periodic in-progress meetings.

1.7 QUALITY ASSURANCE

1.7.1 Daily Inspection Report

Submit one copy of the daily inspection report to the Contracting Officer within 24 hours of the date recorded.

1.7.2 Pre-work Conference

After approval of submittals and before performing the scope, hold a Pre-work conference to review the following:

1. Drawings, specifications, and submittals related to the work.

2. Site access & material movement.

3. Work Plan.

4. System components installation.

5. Safety requirements.

6. Proposed schedule.

Coordinate pre-work conference scheduling with the Contracting Officer. The conference must be attended by the Contractor, the Contracting Officer's designated personnel, personnel directly responsible for the work.

1.8 WARRANTIES

Warranties must begin on the date of Government acceptance of the work. Copies of all warranties shall be submitted for approval.

1.8.1 Manufacturer's Warranty

Manufacturer's minimum 20-year warranty for defects in materials for the fencing and five (5) year warranty on workmanship shall be provided from the date of final acceptance. The Contractor shall provide proof that the installer is certified by the fence manufacturer to provide the required warranty. The warranty must run directly to the Government.

1.8.2 Contractor's Warranty

Contractor's standard five (5) year warranty for defects in workmanship shall be provided from the date of final acceptance.

The warranty must run directly to the Government. When repairs due to defective workmanship are required during the Contractor's warranty period, the Contractor must make such repairs within 72 hours of notification. When repairs are not performed within the specified time, emergency repairs performed by others will not void the warranty.

1.9 PROJECT/SITE CONDITIONS

1.9.1 Photos and Reference Drawings

Photos have been provided to show existing conditions to the best knowledge of the Government. The photos are intended to assist the Contractor in evaluating how to perform the work safely and in accordance with Paragraph “Site Conditions and Site Access and Work Plan”. The Government cannot guarantee the accuracy of the dimensions, elevations, and features shown or stated, and it shall be the responsibility of the Contractor, if necessary, to verify all elevations and the dimensions by measurements in the field. The Contractor shall verify elevations and dimensions before laying out the work. The Contracting Officer shall be notified of any discrepancies prior to commencing work.

1.9.2 Site Conditions Site Access and Work Plan

The Contractor shall verify existing conditions before starting work and coordinate site visits with the Contracting Officer (CO) or Contracting Officer’s Representative (COR). Work shall maintain safe access for Government personnel and the public and prevent damage to existing structures, pavements, and utilities. The Contractor shall protect all features within and adjacent to these areas and repair any damage at no cost to the Government.

Site access shall be requested at least seventy-two (72) hours in advance and comply with all Whitney Powerhouse security and safety requirements. Work operations shall minimize interference with Government activities and public use. Parking, staging, and storage shall occur only in COR-designated areas, and temporary fencing, barricades, and warning signs shall be provided as needed.

Within ten (10) calendar days after Notice to Proceed, the Contractor shall submit a Site Access and Work Plan describing work sequencing, demolition and installation methods, staging and handling procedures, traffic and safety controls, and emergency contacts. Work shall not begin until the COR approves this plan. All work described herein shall be subject to inspection and acceptance under Section 1.12, Inspections and Acceptance of Work.

1.9.3 Verification of Field Conditions

The Contractor shall verify all dimensions and conditions in the field and shall advise the Contracting Officer of any discrepancy before performing any work. Temperatures must be adequate for the concrete to cure properly.

1.9.4 Project Conditions

Proceed with fence installation only when existing and forecast weather conditions permit work to be performed safely and in accordance with the manufacturer’s written instructions and specified requirements. Do not install fencing materials during high winds, heavy rain, freezing temperatures, or other adverse conditions that could affect alignment, concrete curing, coating integrity, or overall installation quality. The Contractor shall maintain site drainage and ground stability throughout the work to prevent water accumulation or erosion at post locations.

1.9.5 Work Areas

Work area setup and operations shall comply with the approved Site Access and Work Plan in Section 1.10.2. The Contractor shall be responsible for providing safe and secure work zones, maintaining housekeeping, and ensuring materials and equipment are stored neatly and safely within designated areas. All work platforms, temporary access structures, and handling methods shall conform to EM 385-1-1. A site-specific fall protection and safety plan shall be submitted to the Contracting Officer’s Representative (COR) for approval per the PWS. Any surface or property damage resulting from Contractor operations shall be repaired as directed by the COR at no additional cost to the Government.

1.10 PROTECTION OF GOVERNMENT PROPERTY

The Contractor shall protect all Government property, facilities, utilities, vegetation, and improvements during performance of this contract. All damage to existing Government property resulting from Contractor operations shall be repaired or replaced to the satisfaction of the Contracting Officer at no additional cost to the Government. The Contractor shall take all necessary precautions to prevent damage to roadways, curbs, gates, utilities, signs, and landscaping in and around the work areas.

Temporary fencing, barricades, and warning signs shall be provided as required to protect Government property and ensure public safety. Materials and equipment shall be stored only in designated areas and shall not obstruct access or interfere with project operations. The Contractor shall maintain the work site in a clean and orderly condition at all times and shall remove all waste materials, debris, and equipment from the project upon completion of work.

1.11.1. Protection of Lands and Paved Areas

Grounds and other grassed areas and any paved surfaces or sidewalks disturbed or damaged by the Contractor's operations shall be repaired and restored to preconstruction conditions as directed by the COR at no additional cost to the Government.

1.11 INSPECTIONS AND ACCEPTANCE OF WORK

Notwithstanding other provisions of this contract, all materials and work performed under this contract shall be subject to inspection and acceptance by the Contracting Officer (KO) or the Contracting Officer’s Representative (COR) . The KO shall be the sole authority to approve, disapprove, or reject materials, workmanship, or work in progress, and to order or direct any revisions or changes to the plans and specifications as shown and stated.

Final acceptance of the fencing work shall be contingent upon verification that all fence fabric, posts, gates, hardware, concrete foundations, and grounding systems are properly installed, securely fastened, aligned, and comply with the specifications and manufacturer’s requirements. All disturbed areas shall be restored, debris removed, and the completed installation shall present a uniform and workmanlike appearance acceptable to the Contracting Officer.

1.12 DISPOSAL & WASTE MANAGEMENT

All materials removed in the performance of this contract and not reused shall become the property of the Contractor and be disposed of offsite in accordance with Federal, State and Local regulations.

1.12.1 Disposal of Contractor Generated Hazardous Wastes

Hazardous, Universal, and Toxic Substances Control Act (TSCA) waste generated by construction activities shall be removed from the work area and be disposed at a properly permitted commercially available disposal facility in compliance with Federal, State, and local requirements. The Contractor shall maintain separation and/or segregate hazardous waste from other materials and wastes and shall protect it from the weather by placing it in a safe covered location; precautionary measures against accidental spillage such as berming or other appropriate measures shall be taken. Hazardous waste shall be removed from Government property within 60 calendar days. Hazardous waste shall be transported in accordance with 40 CFR 263. The Contractor shall be responsible for preparing all waste manifests (EPA Form No. 8700-22 "Uniform Hazardous Waste Manifest Form"). A copy of each waste manifest and a copy of the disposal certificate from the Resource Conservation and Recovery Act (RCRA) facility shall be furnished to the Contracting Officer or designated representative.

Anticipated hazardous waste shall be communicated during the pre-construction meeting. The Contractor shall verify that the hazardous waste shipment conforms to the requirements outlined in 49 CFR 172 Subpart H.

1.12.2 Waste Management Plan

The Government's goal for solid waste diversion from landfill is:

i. at least 50 percent of non-hazardous solid waste, including food and compostable material, and visitor-generated non-hazardous solid waste; and

ii. at least 60 percent of non-hazardous Construction and Demolition (C&D) material and debris. The Contractor shall identify all potential waste streams and identify any non-hazardous solid waste or C&D material and debris that can be diverted from a landfill. The Contractor shall include efforts to reach this goal in the waste management plan.

Submit a waste management plan within 30 calendar days after notice to proceed and not less than 10 calendar days before the preconstruction meeting.

Revise and resubmit Plan as required by the Contracting Officer or designated representative. Approval of Contractor's Plan will not relieve the Contractor of responsibility for compliance with applicable environmental regulations or meeting project cumulative waste diversion requirement. Distribute copies of the Waste Management Plan to each subcontractor, the Quality Control Manager, and the Contracting Officer or designated representative.

1.12.3 Records

Maintain records to document the quantity of waste generated; the quantity of waste diverted through sale, reuse, or recycling; and the quantity of waste disposed by landfill or incineration. All manifests and shipping documents are required to be submitted to the Contracting Officer or designated representative within 7 calendar days of the waste pick-up.

1.13 MEASUREMENT AND PAYMENT

Payment shall include all costs of labor, materials, supplies, equipment, supervision, cleanup, and other costs of completing the work as specified under this contract.

All material provided in the performance of this contract shall be new and meet the requirements of the specifications.

Payment shall include all incidental work, protection measures, temporary supports, and site cleanup necessary to deliver a completed, fully functional, and code-compliant facility.

1.13.1 Security Fence Installation

Payment: Payment shall constitute full compensation for all costs representing full and complete performance of all work specified under this contract.

Measurement: 1

Unit of Measure: Job

2. MATERIALS

2.1 FENCE FABRIC

Provide ASTM A392, Class 1, zinc-coated steel wire with minimum coating weight of 1.2 ounces of zinc per square foot.

Fabricate fence fabric 9-gauge wire woven in 2 inches mesh conforming to ASTM A116. Set fabric height of 96 inches as shown. Fabric shall be twisted and barbed on the top selvage and knuckled on the bottom selvage. Secure fabric to posts using stretcher bars or ties spaced 15 inches on center, or by integrally weaving to integral fastening loops of end, corner, pull, and gate posts for full length of each post. Install fabric on opposite side of posts from area being secured.

2.2 METAL POSTS

Provide posts conforming to ASTM F1083, zinc coated. Group IA, with external coating Type A steel pipe or Group IC steel pipe, zinc-coated with external coating Type A. Provide sizes as shown on the drawings, Specs Attachment 2- Reference Drawings - Tionesta Typical Fencing Details.pdf. Provide gate posts for the gate type specified subject to the limitation specified in drawings, Specs Attachment 2- Reference Drawings - Tionesta Typical Fencing Details.pdf.

2.3 ACCESSORIES

a. Provide accessories conforming to ASTM F626. Ferrous accessories shall be zinc or aluminum coated.

b. Furnish truss rods for each terminal post. Provide truss rods with turnbuckles or other equivalent provisions for adjustment.

c. Furnish post caps in accordance with manufacturer's standard accessories.

d. Provide 9-gauge steel tie wire for attaching fabric to rails, braces, and posts and match the coating of the fence fabric.

e. Miscellaneous hardware coatings shall conform to ASTM A153/A153M unless modified.

2.4 BRACES AND RAILS

ASTM F1083, zinc-coated, Group IA, steel pipe, size NPS 1-1/4. Group IC steel pipe, zinc-coated, shall meet the strength and coating requirements of ASTM F1043. Braces and rails shall be Group IA or Group IC, steel pipe, size NPS 1-1/4 or Group II and be zinc coated (Type A).

2.5 WIRE TIES

Provide 9-gauge galvanized steel wire for tying fabric to line posts, spaced 15 inches on center. For tying fabric to rails and braces, space wire ties 24 inches on center. Manufacturer's standard procedure will be accepted if of equal strength and durability. FS RR-F-191/4. Provide wire ties constructed of the same material as the fencing fabric.

2.6 CONCRETE CRITERIA

Concrete for post footings shall be PennDOT Class A certified ready-mix concrete or complete concrete proportioned concrete bags meeting ASTM C837 that can be mixed on site in accordance with manufacturer’s instructions with not less than 3000 psi compressive strength at 28 days and 1-inch nominal maximum size aggregate. Use a slump cone per ASTM C143 Standard Test Method for Slump of Hydraulic-Cement Concrete and adjust water to achieve a 2 to 3-inch slump.

2.7 GROUT

Provide high-strength, non-shrink grout that conforms to ASTM C1107 for use in securing fence posts. The grout shall be suitable for use in outdoor conditions and capable of withstanding the forces applied to fence posts over time. Grout shall be mixed in accordance with the manufacturer’s instructions to achieve a consistent mixture. The mixture shall have a compressive strength of at least 4,000 psi at 28 days.

2.8 GATES

2.8.1 Gate Assembly

Provide gate assembly conforming to ASTM F900 and/or ASTM F1184 of the type and swing shown. Provide gate frames conforming to strength and coating requirements of ASTM F1083 for Group IA, steel pipe, with external coating Type A, nominal pipe size, as per Specs Attachment 2- Reference Drawings - Tionesta Typical Fencing Details.pdf. Provide gate frames conforming to strength and coating requirements of ASTM F1043, for Group IC, steel pipe with external coating Type A or Type B, nominal pipe size (NPS) Specs Attachment 2- Reference Drawings - Tionesta Typical Fencing Details.pdf. Gate fabric shall be as specified for chain link fabric.

2.9 GATE LEAVES

Provide either intermediate members and diagonal truss rods or tubular members as necessary to provide rigid construction, free from sag or twist. Attach fabric to the gate frame by method standard with the manufacturer except that welding will not be permitted.

2.10 GATE HARDWARE AND ACCESSORIES

Furnish and install latches, hinges, stops, keepers, rollers, and other hardware items as required for the operation of the gate.

Arrange latches for padlocking so that the padlock will be accessible from both sides of the gate. Provide stops for holding the gates in the open position.

2.11 PADLOCKS

Provide padlocks conforming to ASTM F883, with 1/2-inch grade 43 high test galvanized steel chain that is securely attached to gate or gate posts. Padlocks shall be accessible from both sides of gate. Provide padlock keyed to the existing project keying system and provide two (2) keys.

2.12 BARBED WIRE

Provide three (3) strands of Zinc-Coated Steel Barbed Wire at the top of all fencing and gates, complying with ASTM A121.

Barbed wire shall be Standard Size and Construction: 0.099-inch diameter line wire with 0.080-inch diameter, 4-point round barbs (or 2-point, if 4-point is not locally available) spaced not more than 5 inches O.C.

2.13 SIGNAGE

None

2.14 FINISH AND COATING SYSTEMS

Touch-up materials shall match the original coating type and color. Damaged galvanized surfaces shall be repaired in accordance with ASTM A780 using zinc-rich paint, solder, or metallizing methods.

2.15 GROUNDING

Provide grounding and bonding of the fence system in accordance with NFPA 780 and manufacturer’s recommendations.

Connect grounding at each gatepost and terminal post using #6 AWG bare copper wire and grounding clamps conforming to

UL 467.

3. EXECUTION

3.1 UTILITIES

The contractor will coordinate with utility services to protect services to the site and work personnel. No personnel will be granted access to Government facilities that are not accessible to the public, including restrooms. Contractor must complete a PA-One-Call and shall verify the location of all underground utilities prior to excavation and shall protect all existing utilities from damage. Any damage caused shall be immediately reported and repaired at the Contractor’s expense.

3.2 FENCE DEMOLITION

This work shall include the removal of the existing fencing. The removal shall include all components of the fence. All fence posts, footings, and associated concrete shall be completely removed, including any below-grade components. The Contractor is responsible for the disposal of all removed material and debris.

Once the fence is removed, the contractor shall either survey or field measure the layout and spacing of the new…