Section I. Cover Page.pdf

Section I Statement of Work

Project Specifications Project Drawings

STATEMENT OF WORK

FOR

C50/C52/C60/D45 ROOF REPLACEMENTS

CONSTRUCTION

CAT: ☐A1 ☐ A2 ☒ A3

REVISION 0

DATED: December 9th, 2025

PREPARED BY:_____________________________

Cognizant Individual

REVIEWED BY:_____________________________

Responsible Engineer

ES&H

Quality Assurance

APPROVED BY:_____________________________

Project Manager (PM)

PRINCETON UNIVERSITY

PLASMA PHYSICS LABORATORY

P.O. BOX 451

PRINCETON, N.J. 08543

609-243-2000

1.0 INTRODUCTION & SCOPE

1.1. INTRODUCTION

1.1.1. The Princeton Plasma Physics Laboratory (PPPL) is used to house, operate, and maintain advanced experimental equipment and infrastructure critical to the mission of the Laboratory.

1.1.2. There are several existing roofs (C50 ESAT Building/C52 PLT Power Building/C60 C Site Pump

House/D45 Rad Waste Handling Facility) which are past their useful life requiring costly maintenance to upkeep. Severe water infiltration occurs regularly at failing joints, punctures, and flashing. Portions of existing metal coping have pulled away during storm events causing large sections of membrane to separate from the substrate. A catastrophic failure to one of these roofs would negatively impact the ability to conduct the top priority experimental operations in the Laboratory.

1.2. SCOPE

1.2.1. The Subcontractor shall provide all materials, labor, supervision, equipment, and expertise required replace the noted roofs and specified components per the associated contract documents. Construction scope includes the following:

1.2.1.1. Remove and replace existing built-up roofs at PPPL. Buildings include:

1.2.1.1.1. C50 – ESAT Building

1.2.1.1.2. C52 – PLT Power Building

1.2.1.1.3. C60 – C Site Pump House

1.2.1.1.4. D45 – Rad Waste Handling Facility

1.2.1.2. Demolition including removal of existing membrane, cover board, insulation, metal trim, flashing, coping and any other miscellaneous roofing material accessories.

1.2.1.3. Remove and recycle stone ballast on ballasted roofs. Recycle documentation to be provided to PPPL.

1.2.1.4. Additional integrated roof elements shall be inspected and replaced as specified within this SOW. Elements include: wood blocking, roof drains, gutters, scuppers, downspouts, and metal/concrete roof panels.

1.2.1.5. Abandoned equipment shall be removed to a point that does not affect new roof installation. Any equipment that should be temporarily relocated so roof replacement work can be completed shall be the responsibility of the roofing contractor.

1.2.1.6. Contractor to furnish and install 2 layers of 2.6” ISO.

1.2.1.7. Contractor to furnish and install ½” HD coverboard mechanically fastened.

1.2.1.8. Contractor to furnish and install 145 mil Carlisle Fleeceback EPDM, black in color adhered to coverboard.

1.2.1.9. Contractor to furnish and install counter flashing and copings, expansion joints and other roofing components as required for manufacturer’s warranty.

1.2.1.10. The new roof system shall be comprised of the following materials: EPDM membrane, cover board, and insulation.

1.2.1.10.1. Meets a minimum insulating value of R-30 average. Modifications to the existing building envelope are required to accommodate additional insulation.

1.2.1.10.2. Flexible walkway pads shall be provided to all operating equipment/drain locations and as necessary to meet manufacturer’s requirements.

1.2.1.10.3. All materials shall be furnished by Carlisle Syntec Systems and shall meet all manufacturer specifications to obtain a minimum manufacturer system warranty of

30 years along with a 2-year installers warranty. The warranty coverage shall include incidental membrane punctures, damage from hail and a minimum of 72-mph peak gust wind speeds.

1.2.1.11. Roof perimeter guardrails shall be provided on all roofs. See attached guardrail cut sheet for details.

1.2.1.12. New and higher curbs as required due to the new roof installation work.

1.2.1.13. Contractor to build up existing roof vents as required due to the new roof work.

1.2.1.14. Expansion joint to be raised up to account for new roof insulation height for the ESAT building roof.

1.2.1.15. Contractor to add a new roof drain at the Northwest section of the ESAT building roof.

1.2.1.16. Contractor to replace all existing roof scuppers with new.

1.2.1.17. Contractor to replace all existing roof drains with new.

1.2.1.18. Contractor to provide minimum of 12” overlap between the existing adjacent roof membrane system and provide written confirmation the systems are compatible.

1.2.1.19. Contractor to temporary relocate and reinstall any fall protection anchor systems identified on roof sections.

1.2.1.20. Contractor to install secondary drainage per code in addition to existing drains for the PLT building roof.

1.2.1.21. If necessary, existing asbestos elements shall be mitigated by PPPL. Subcontractor to assist the abatement contractor to bring the sealed roofing material down from roof area to grade with lift equipment. Coordination of this work shall be completed in concert with all other construction activities. The subcontractor to follow directly after PPPL abatement contractor to install new roofing system. The construction subcontractor shall be responsible to coordinate all work with PPPL.

1.2.1.22. Any and all equipment that requires power disconnect has to be coordinated with PPPL a minimum of 72 hours prior. All equipment that will be out of service shall be minimized.

1.2.1.23. All roof fans and equipment are to be salvaged, protected, and reinstalled.

2.0 APPLICABLE DOCUMENTS

2.1. Applicable documents and referenced standards shall follow the latest edition and/or revision unless noted otherwise. The applicable documents shall include, but are not limited to the following:

2.1.1. ICC, International Code Council

2.1.1.1. 2024 ICC family and referenced standards

2.1.1.2. 2024 IBC, International Building Code, NJ Edition

2.1.1.3. 2024 IEBC, International Existing Building Code

2.1.1.4. 2024 IMC, International Mechanical Code

2.1.1.5. 2024 IFC, International Fire Code

2.1.1.6. 2024 IPC, International Plumbing Code

2.1.1.7. 2024 IECC, International Energy Conservation Code

2.1.2. NFPA, National Fire Protection Association

2.1.2.1. 2023 NFPA 70, National Electric Code

2.1.2.2. 2024 NFPA 70E, Standard for Electrical Safety in the Workplace

2.1.2.3. 2024 NFPA 101, Life Safety Code

2.1.2.4. 2024 NFPA 5000, Building Construction and Safety Code

2.1.3. IAPMO, International Association of Plumbing and Mechanical Officials

2.1.3.1. 2024 NSPC, National Standard Plumbing Code

2.1.4. ASHRAE, American Society of Heating, Refrigerating , and Air-Conditioning Engineers

2.1.4.1. 2022 ASHRAE 90.1

2.1.5. NJUCC, New Jersey Uniform Construction Code

2.1.5.1. Rehabilitation Subcode, Subchapter 6

2.1.6. Code of Federal Regulation 10 CFR 851, Worker Safety and Health Program

2.1.7. Code of Federal Regulation 29 CFR 1910, Occupational Safety and Health Standards

2.1.8. OSHA, Occupational Safety and Health Act

2.1.8.1. Code of Federal Regulation 29 CFR 1910, Occupational Safety and Health Standards

2.1.8.2. Code of Federal Regulation 29 CFR 1926, Construction Industry Regulations

2.1.9. ASTM, American Society for Testing Materials

2.1.10. Factory Mutual Global

2.1.11. Underwriter’s Laboratory

2.1.12. ANSI, American National Standards Institute

2.1.13. PPPL ESHD 5008 (http://bp-pub.pppl.gov/ESHD_MANUAL/sm.html)

2.1.14. Department of Energy Executive Order 13834: Efficient Federal Operations

3.0 APPLICABLE DRAWINGS

3.1. N/A

4.0 RESPONSIBILITIES

4.1. PRINCETON PLASMA PHYSICS LABORATORY (PPPL)

4.1.1. All construction activities must be coordinated with the Princeton Technical Representative

(PTR) to minimize systems down time and shall not have any negative impact on experimental operations.

4.1.2. All communications on technical matters shall be directed to the assigned PTR

4.1.3. All communications on administrative matters shall be directed to the PPPL Procurement

Representative.

4.1.4. PPPL permits all employees; both PPPL and subcontractor, to issue a “STOP WORK” Order, if unsafe work practices are observed.

4.2. SUBCONTRACTOR

4.2.1. The Subcontractor shall provide a single point of contact for any communication between PPPL and the Subcontractor.

4.2.2. In the event work has stopped, due to unsafe conditions or other related construction activity, the Subcontractor shall notify the Princeton Technical Representative immediately. See

“Notification Requirements Off-Normal Events and Issues” attached.

4.2.3. The Subcontractor shall be responsible for coordinating all means and methods with PPPL prior to bid i.e. onsite material storage, laydown area, vehicle access, equipment usage, etc. Various restrictions shall be imposed by PPPL depending on the means and methods of the

Subcontractor for specific activities. Conditions requiring temporary services (i.e. electric, water, HVAC, lighting, etc.) shall be provided by the Subcontractor. All change order costs associated with foreseen means and methods of the Subcontractor will not be accepted by

PPPL.

4.2.4. The Subcontractor is responsible to verify and confirm the scope of work within this Statement of Work and referenced construction documents. All questions regarding the scope of work shall be received prior to bid.

4.2.5. Prior to bid, the Subcontractor shall identify any facility changes, modifications, or obstructions to be mitigated in order to safely and efficiently perform work.

4.2.6. Work shall be performed in accordance with 10 CFR 851 and OSHA requirements.

4.2.7. The Subcontractor shall dispose of all construction debris in accordance with Federal, State, and

Local requirements. Subcontractor leased waste containers shall be provided. In an effort to reduce waste to landfill per DOE E.O. 13834, the Subcontractor shall perform an inventory of waste to be generated and put in process means to recycle and reuse materials generated.

Inventory of materials generated for the purpose of diverting waste from landfill shall be provided to the PTR. Additionally, the subcontractor shall provide the PTR data for all items recycled by type. Data shall be reported in tons and provided monthly.

4.2.8. All work should be completed during normal working hours of 7:00 AM to 3:30 PM, Monday through Friday. Off hours shall be communicated and approved with PPPL prior to the start of work. Noise restrictions may be placed on the contractor where off-hour work is necessary.

The Subcontractor shall submit a construction schedule as part of their bid package. Revisions to this schedule shall be submitted as construction progresses.

4.2.9. Periodic status meetings shall be held by the Subcontractor with PPPL representatives present.

Status meetings shall be held on a weekly basis unless otherwise agreed upon by the PTR.

Meeting minutes delineating all action items shall be kept by the Subcontractor and distributed to all attendees.

4.2.10. The subcontractor shall not demolish and/or remove more existing roofing area than they can complete in a single day. If the subcontractor cannot meet this requirement, coordinate with

PPPL prior to demolition.

4.2.11. Access to the property will only be granted to those subcontractors and lower tier subcontractors who present a REAL ID – compliant ID or a valid passport at the gate.

4.2.12. The Subcontractor shall notify and obtain PPPL written approval for any lower-tier

Subcontractor proposed for this project, prior to their arrival on site.

4.2.13. All subcontractors and lower tier subcontractors who are not badged must provide the PTR their names, citizenship status and contact information 48 hours prior to arrival onsite.

4.2.14. The Subcontractor shall protect any and all infrastructure within the project limits to prevent damage during demolition and construction activities.

4.2.15. At the end of every workday, the subcontractor to leave the building roofs and/or work areas waterproof and protected from the weather.

4.2.16. Subcontractor to maintain a clean work area at all times. All trash is to be removed and work area broom cleaned daily. Any loose materials; tools and equipment are to be secured daily.

4.2.17. All Subcontractors shall be directed to park within the lower visitor’s parking lot unless circumstantial situations arise.

5.0 REQUIREMENTS

5.1. PERFORMANCE REQUIREMENTS

5.1.1. SUSTAINABILITY

5.1.1.1. PPPL’s prime contract requires the purchase of certain types of environmentally preferable products such as, but not limited to, EPEAT-registered electronic devices, ENERGYSTAR and FEMP-listed energy-consuming equipment, Water-Sense listed products, bio-based materials, EPA-designated recycled content products, non ozone-depleting chemicals and non-toxic or less toxic alternatives when practical. Where such products are available and meet the technical requirements of the work, they should be installed to the maximum extent practical. Additional information on environmentally preferable products is available online at:

https://pppl.princeton.edu/PPPL_Environmentally_Preferable_Purchasing

6.0 TEST & INSPECTION REQUIREMENTS

6.1. PERFORMANCE TESTS

6.1.1. N/A.

6.2. ACCEPTANCE TESTS

6.2.1. Daily inspections of the job site, the adjacent areas, and protective systems shall be made by the Subcontractors Competent Person for evidence of a situation that could result in possible failure of protective systems or other hazardous conditions. Inspections shall be conducted by the Subcontractors Competent Person prior to the start of work and as needed during the shift.

Daily inspection reports shall be documented by the Subcontractor and be made available to

PPPL upon request.

6.2.2. A final walkthrough inspection will be conducted with the Subcontractor, the engineer of record, and PPPL representatives to evaluate the project construction upon completion of work. A punch list shall be created by the Subcontractor documenting all deficiencies and satisfactory resolutions agreed upon with PPPL.

6.2.3. All deficiencies not meeting the requirements of this statement of work shall be corrected at the Subcontractor’s expense in a timely manner.

6.3. SUPPLIER HOLD POINTS

6.3.1. The subcontractor shall coordinate asbestos removal with PPPL as specified on SOW section

1.2.1.7.

6.3.2. The subcontractor shall coordinate removal of existing equipment with PPPL as specified on

SOW section 1.2.1.4.

6.3.3. The subcontractor shall coordinate all roof work activities with PPPL in advance and shall provide temporary protection of all equipment within the specified buildings.

6.4. QUALITY CONTROL RECEIPT INSPECTIONS

6.4.1. N/A

7.0 QUALIFICATIONS

7.1. Pre-approval is required before special purpose vehicles or equipment such as mobile cranes, forklifts, manlifts, etc. can be delivered and accepted onsite. The Subcontractor must submit to PPPL operator training qualifications, as well as equipment maintenance and inspection records for all special purpose equipment. Inspection records shall include model and serial number for each specific piece of equipment. In addition, the equipment manual shall be submitted for review and provided on site along with the equipment. Upon delivery and prior to use, PPPL reserves the right to perform equipment inspections to verify that the equipment is acceptable for usage onsite. For additional requirements not mentioned refer to PPPL Engineering Standards ES-MECH-007, ES-MECH-010, ES-

MECH-011, and ES-MECH-012. PPPL Engineering Standards may be found online at http://bp-pub.pppl.gov/EngStds.html.

7.2. For all hoisting and rigging, a Lift Plan shall be submitted to PPPL for approval 7 days prior to all activity, per PPPL Engineering Standards ES-MECH-007. The lift plan shall include:

7.2.1. Periodic equipment inspection reports

7.2.2. Monthly hook and wire rope inspection reports

7.2.3. Lift data sheet detailing loads, center of gravity, attachment points, component capacities, calculations, lift angle, and swing location. Requires signature by the Subcontractor’s Lift

Engineer.

7.2.4. Qualifications of the Rigger and Signal Person. An officer from the Subcontractor’s firm shall sign that the stated Rigger and Signal Person are qualified per OSHA 1926.1400.

7.2.5. Equipment manual and load charts.

7.3. Subcontractor must provide any special construction equipment required to perform work.

Subcontractor employees assigned to tasks must carry with them the basic tools of their trade.

8.0 ENVIRONMENT, SAFETY, AND HEALTH

8.1. SAFETY PROGRAM

8.1.1. All work shall comply with PPPL ESHD 5008. The manual is available on the internet at:

http://bp-pub.pppl.gov/ESHD_MANUAL/sm.html.

8.1.2. Subcontractor must prepare a written Integrated Safety Management (ISM) Plan (construction project safety and health plan) that implements the requirements noted and will obtain approval of the plan by the PPPL Construction Manager prior to commencement of any work covered by the Plan. In the Plan, the Subcontractor must designate the individual(s) responsible for its on-site implementation, specify qualifications for those individuals, and provide a list of those project activities for which subsequent job hazard analyses are to be performed. The level of detail within the ISM Plan should be commensurate with the size, complexity and risk level of the work to be performed.

8.1.3. The Subcontractor shall identify for approval by the PPPL Construction Manager competent persons for activities as required by applicable OSHA standards. These should be included in the

ISM plan and amended as necessary.

8.1.4. The Subcontractor shall ensure that workers not following safe work practices are subject to

Subcontractor’s disciplinary process. This policy shall be included within the submitted ISM plan.

8.1.5. The Subcontractor shall provide approval drawings and/or other documentation of protective measures for which applicable OSHA standards require preparation by a Professional Engineer or other qualified individual. These should be included in the ISM Plan and include but are not limited to Scaffolding and Fall Protection barriers and anchors.

8.2. COMPLIANCE

8.2.1. The Subcontractor must comply with:

8.2.1.1. The specific PPPL documents, requirements, permits and courses listed in this

Statement of Work.

8.2.1.2. The completed Subcontractor ISM Plan.

8.2.1.3. All applicable Federal, State, and local laws, regulations and requirements whether or not they are specifically listed in the Statement of Work or subcontract.

8.2.2. All work shall be in accordance with all OSHA, DOE and PPPL requirements. Care shall be taken to protect personnel, employees and surroundings.

8.3. GENERAL NOTES

8.3.1. The Subcontractor’s safety record will be considered in the bid evaluations.

8.3.2. Subcontractor’s personnel working on-site at PPPL for more than 40 hours will be required to successfully complete PPPL’s General Employee (safety) Training and receive a PPPL

Identification Badge. PPPL Identification Badges are to be returned to PPPL upon completion of subcontract.

8.3.3. For each Job Order the Subcontractor shall prepare and have approved by the PPPL

Construction Manager, a Job Hazard Analyses (JHAs) in accordance with PPPL procedure ESH-

004 prior to commencement of affected work. The JHAs must identify foreseeable hazards and protective measures and address further hazards revealed by supplemental information provided by the PPPL Construction Manager. The JHA form can be found at the following web site http://bp.pppl.gov/JHA_online.doc

8.3.4. The Subcontractor shall ensure workers are aware of foreseeable hazards and the protective measures as defined by JHAs and require that workers acknowledge being so informed. This policy shall be included within the submitted ISM plan.

8.3.5. The Subcontractor shall maintain a designated representative onsite during all active construction that is knowledgeable of the associated hazards and has the authority to act on behalf of the Subcontractor and who makes frequent and regular inspections of the construction work site to identify and correct any instance of noncompliance with project safety and health requirements.

8.3.6. The Subcontractor shall instruct workers to report to the Construction Subcontractor’s designated representative hazards not previously identified or evaluated. If immediate corrective action is not possible or the hazards fall outside the project scope, the Construction

Subcontractor must immediately notify the affected workers, post appropriate warning signs, modify the appropriate JHAs, and implement needed interim control measures as well as notify the PPPL Construction Manager of the action taken. The Construction Subcontractor or the designated representative must stop work in the affected area until appropriate protective measures are established.

8.3.7. All Subcontractor vehicles and equipment must be in good working order with no leaks of any kind. Any spills must be reported immediately to PPPL and work stopped until spill is addressed.

The Subcontractor is responsible for remediation costs caused by negligence and or faulty equipment. PPPL Environmental Services will determine the proper method of remediation.

8.3.8. PPPL has safety programs that include the following areas: Confined Space Permits, Digging

Permits, Penetration and Fire Seal permits, Flame permits, Radiation Work permits, Lock-out/Tagout of energy sources, and restrictions on working alone. The Subcontractor must confirm with their PPPL contact person that all prerequisites have been met before initiating any activity that involves these areas.

8.3.9. No burning, grinding or welding is permitted without a PPPL Hot Works permit.

8.3.10. All waste, including paints and other chemicals must be disposed of in accordance with local, state and Federal regulations and PPPL requirements.

8.3.11. All waste materials generated shall be disposed of according to the Department of Energy E.O.

13963 in an effort to divert waste to landfills.

8.3.12. Weight report for all materials recycled must be reported monthly to the PTR.

8.3.13. Safety data sheets for all paints, adhesives, chemicals, stains and solvents must be submitted and approved prior to the start of work.

8.3.14. Barricade tape, when needed, shall only be red "Danger" tape where personnel hazards exist.

Yellow "Caution" tape may only be used for equipment protection. All barricade tape will be posted with the name and phone number of a contact. The PPPL representative may provide the contact information.

8.3.15. All requirements of this Statement of Work apply to all sub-tier contractors.

8.3.16. Subcontractors must have their employees trained and provide PPPL with their qualification prior to performing this work. PPPL ES&H training courses that are more specific to the

Subcontractor's laboratory work scope may also be required. If PPPL determines that training of Subcontractor employees is inadequate, PPPL reserves the right to require Subcontractor to obtain certified training.

8.3.17. Silica, primarily from cutting, drilling, jackhammering, grinding, or milling of concrete materials requires compliance with OSHA 29 CFR 1926.1153(d), exposure monitoring, using an exposure limit of 25µg/m3 (American Conference of Governmental Industrial Hygienists Threshold Limit

Value - ACGIH TLV) as opposed to the OSHA Permissible Exposure Limit of 50 µg/m3. The table in 29 CFR 1926.1153(c) may NOT be used. The contractor must perform exposure monitoring or provide enough data from similar work to demonstrate compliance.

8.3.18. Fall protection shall comply with OSHA 29 CFR 1926.500-503; however, the use of a safety monitoring system will NOT be permitted to be used as fall protection at PPPL. If a warning line system is to be used, guardrails or personal fall arrest systems are required for work outside the warning lines. A description of the fall protection methods to be used by the subcontractor must be included in the ISM Plan (Health and Safety Plan).

9.0 QUALITY ASSURANCE REQUIREMENTS

9.1. GENERAL NOTES

9.1.1. The Subcontractor shall establish and maintain an effective Quality Assurance Program. This program shall assure that the Subcontractor's work meets the required level of quality and is performed in accordance with this statement of work.

9.1.2. PPPL’s review and/or approval of Subcontractor's documents nor PPPL’s inspection of

Subcontractor's items or services shall not relieve the Subcontractor of responsibility for full compliance with requirements of this statement of work.

9.1.3. Subcontractor shall perform work on only with tradesmen who have a demonstrated history of the quality of work required with the specified products on previous jobs.

9.1.4. The Subcontractor is responsible for inspecting all work in progress to ensure compliance with this Statement of Work. Daily inspection reports shall be documented by the Subcontractor and be made available to PPPL upon request.

9.1.5. PPPL written approval is required prior to use of any lower tier subcontractors. The

Subcontractor is responsible for assuring that all requirements and restrictions are imposed on any lower tier contractors.

9.1.6. The assigned PPPL Construction Coordinator and the Subcontractors representative/foreman are required to hold daily job briefings. The briefings shall be held at the start of a shift, as schedule permits.

9.1.7. Project submittals shall be submitted by Contractor for PPPL approval in advance with ample time to review and approve. No work shall be completed without written approval by PPPL.

9.1.8. Materials:

9.1.8.1. Only new first quality materials will be supplied and used in this project.

9.1.8.2. Materials shall be delivered to the site in unopened, original containers, bearing the manufacturers printed label stating the quality, brand or trade name, batch number, date of manufacture and directions for use. Delivery of small day-to-day supplies will not be permitted.

9.1.8.3. PPPL & DOE have active programs to prevent use of Suspect & Counterfeit Items (SCI).

Material(s) and/or product(s), including those components, parts, and materials that are permanently installed into assemblies furnished under this purchase order/subcontract shall be new. The Subcontractor shall verify conformance of purchased items to drawing and specification requirements and inspect items to detect signs of use or indications that raise questions of authenticity. Subcontractor shall actively prevent introduction of SCI to

PPPL by inspection of all items brought on site to detect:

9.1.8.3.1. Remanufactured, rebuilt, or used parts represented as new.

9.1.8.3.2. Counterfeit parts (fraudulently labeled or marked with another manufacturer’s name).

9.1.8.3.3. Misrepresented parts.

9.1.8.3.4. The Subcontractor shall assure that fasteners do not have headmarks listed on the

DOE Headmark List (See Attachment #2 for DOE Head Mark List for high strength fasteners).

9.1.8.3.5. Many items are counterfeited, but fasteners and flanges are especially common.

Flanges shall be inspected for required and expected markings.

9.1.8.3.6. Regardless of application, high strength bolts, defined as bolts graded to have a tensile strength greater than 100 ksi, must be from a domestic manufacturer, must comply with a national standard, must have the original manufacturer’s Certified

Material Test Reports (CMTR), and must be traceable to the CMTR(s) using lot numbers or other unique identification.

10.0 SHIPPING STORAGE AND HANDLING

10.1. Limited storage area will be available for materials and tools. The Subcontractor will be responsible for complying with the manufacturer’s recommendations for protecting materials from damage while stored and during installation. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.

10.2. Temporary storage shall be provided by the Subcontractor as needed.

11.0 WARRANTY

11.1. Upon completion of all roof replacement work, Contractor shall issue Manufacturer’s 30 Year

Warranty as well as a 2 Year Installers Warranty.

11.2. The Warranty coverage shall include incidental membrane punctures, damage from hail and a minimum of 72 MPH peak gust wind speeds.

12.0 ATTACHMENTS

12.1. Attachment #1 – Notification Requirements Off-Normal Events and Issues

12.2. Attachment #2 – DOE Headmark List

12.3. Attachment #3 – C50/C52/C60/D45 Existing Roof Pictures

12.4. Attachment #4 – Roof Layout & Dimensions

12.5. Attachment #5 – Preferred Roof Railing System

13.0 DOCUMENTATION & DELIVERABLES

Deliverables List

• Please provide a comprehensive bid proposal for the roof replacement work, structured to clearly present pricing based on the following execution scenarios:

o Bid Price #1: Bundled Project Price

The total cost to complete all four roof replacements (C50, C52, C60, and D45) as a single, unified project.

o Bid Price #2: Individual Phased Pricing

The separate cost for each building’s roof replacement, as if each phase were executed individually:

• Phase 1: C50 ESAT Building Roof Replacement

• Phase 2: C52 PLT Power Building Roof Replacement

• Phase 3: C60 C Site Pump House Roof Replacement

• Phase 4: D45 Rad Waste Handling Facility Roof Replacement

PO / Subcontract / BOA / BPA #:

# Physical Deliverables Required When

Deliverable

Is Required

Received

1 Fully Adhered EPDM Roof System PS/D

2 Safety Guardrails PS/D

Exceptions (Add justification for any missing physical deliverables that will not be received):

Document Deliverables Required

When

Deliver able Is

Requir ed format

(paper, electronic etc.)

Storage

Location for

Received

1 Construction and Solid Waste Materials

Recycled Data (as req’d)

D P,E Ops Center

2 Construction Schedule N/D P,E Ops Center

3 Meeting Minutes (as req’d) D P,E Ops Center

4 List of Lower Tier Subcontractors (as req’d) PS/D P,E Ops Center

5 Certified Material Test Reports (as req’d) PS/D P,E Ops Center

6 Daily Inspection Reports (as req’d) D P,E Ops Center

7 Punch List D P,E Ops Center

8 Equipment model, serial number, and manual

(as req’d)

PS/D P,E Ops Center

9 Equipment Maintenance and Inspection

Records (as req’d)

10 Equipment Operator Training Qualifications or Certifications (as req’d)

11 Lift Plan (as req’d) PS/D P,E Ops Center

12 Installer Qualifications N P,E Ops Center

13 Integrated Safety Management Plan (ISM) N P,E Ops Center

14 Job Hazard Analysis (JHA) PS/D P,E Ops Center

15 PPPL Permits (as req’d) PS/D P,E Ops Center

16 Safety Data Sheets (as req’d) PS/D P,E Ops Center

17 Training Qualifications PS/D P,E Ops Center

18 Quality Plan PS/D P,E Ops Center

19 Project Submittals (Contract Documents) PS/D P,E Ops Center

Exceptions (Add justification for any missing document deliverables that will not be received):

*Legend

N = Notice to Proceed Requirement

PS = Prior to Start of Construction

D = During Construction/As Required

C = Project Completion

P,E = Paper or Electronic

Princeton Technical Representative/COG:

(Sign-off and provide to the Operations Center when job is completed and deliverables are dispositioned and placed/filed in

Operations Center (or other Project, Department or Division designated file center)

Attachment #1

Notification Requirements Off-Normal

Events and Issues

Notification Requirements Off-

Normal Events and Issues

Note: Contacting the PPPL Emergency Services Unit at X3333 to obtain emergency assistance and taking immediate actions to protect workers, guests and visitors takes precedence over the notification requirements described herein.

The Subcontractor shall notify PPPL within 15 minutes of becoming aware of off-normal events and issues;

off-normal events and issues include:

• Personnel injuries of any kind

• Near misses that could have resulted in significant (recordable injury or worse) worker injuries

• Uncontrolled or unforeseen personnel exposure to chemical, biological or physical hazards (e.g., noise, laser, ultraviolet light, heat, etc.)

• Fire emergency of any kind

• Any unexpected discovery of an uncontrolled hazardous energy source (e.g., live electrical power circuit, etc.) not including discoveries made by zero-energy checks and other precautionary investigations made before work is authorized to begin

• Any failure to follow a prescribed hazardous energy control process (e.g., lockout/tagout)

• Damage of any kind to Laboratory property

• Damage of any kind to personal property owned by PPPL employees, guests and visitors

• Any spills of chemicals, fuels, lubricants, etc.

• Other off-normal events and issues deemed by the Subcontractor to require notification

In the event of an off-normal event or issue, the Subcontractor and its lower-tier subcontractors

SHALL:

• Notify PPPL Emergency Services Unit at X3333 for emergency response, if required

• Take immediate action to evacuate and post affected area, if required

• Cease related work or work in affected area

• Take actions to post and safe-off affected area

• Within 15 minutes: Contact Subcontractor Site Supervisor, PPPL PTR, ESH Construction Safety Engineer and ESH Head

Regarding these off-normal events or issues, no recovery actions (other than those immediately required to preserve life safety) or repairs are to take place until they are reviewed by the Subcontractor and PPPL, and specifically authorized by the PPPL PTR or ESH Department Head. Resumption of work that has been stopped by PPPL due to off-normal events and issues must follow the provisions of PPPL Policy P-012.

Attachment #2

DOE Headmark List

Attachment #3

C50/C52/C60/D45 Existing Roof Pictures jsidhu

Image

Text Box

C50 ESAT Building Roof

C60 C Site Pump House Roof

C52 PLT Power Building Roof

D45 Rad Waste Handling Facility Roof

Attachment #4

Roof Layout & Dimensions

11.511

RC

S

SA

T

TA

10.5109.598.5

ROOF

C50 - ESAT BLDG.

ROOF - APPROX. 7207 SQ. FT.

N

A

B

C

1 2 3

C52 - CARPENTER'S SHOP

ROOF - APPROX. 4900 SQ. FT.

C60 - C-SITE PUMP HOUSE

ROOF - APPROX. 1570 SQ. FT.

AutoCAD SHX Text

A

ROOF

D45 - RAD. WASTE HANDLING BLDG.

ROOF - APPROX. 6331 SQ. FT.

NO PARAPET AT NORTH EDGE, SLOPED ROOF TO GUTTER SYSTEM

Attachment #5

Preferred Roof Railing System

November 2018

KeeGuard® Safety Railing

S E P A R A T I N G P E O P L E F R O M H A Z A R D S

• NON-PENETRATING SYSTEM: NO ROOF LEAKS

• COUNTERBALANCE ENGINEERING FOR MAXIMUM STRENGTH

• NO WELDING, BENDING, OR THREADING OF PIPE: EASY ASSEMBLY

• MEETS OSHA SAFETY STANDARDS FOR GUARDRAIL SYSTEMS

Counterbalance The Physics of Cantilever Design.

Modular and durable, our component-based solution uses counter-weight engineering. The simple cantilever principle provides unrivalled strength and safety. The heavy-duty KeeGuard bases are manufactured using molded, 100% recycled PVC. Each 30 pound base is positioned at specific intervals to create a stable, protective barrier on the rooftop.

Versatility All Types. All Shapes.

Even the Corners.

KeeGuard component railings use the original Kee Klamp modular system for multiple configurations and versatility on uniquely shaped installations. Only KeeGuard offers optimal stability for all standard rooftop systems including Membrane, Metal Profile, and Standing Seam up to 45°.

KeeGuard is engineered to eliminate risk on any flat or low-slope roof including:

• Composite Rooftop Systems

• Roofs with Changes in Level

• Complex Roof Shapes

• Safe access to equipment located at roof edge

• Green Roofs

Longevity Permanent Peace of Mind.

The KeeGuard guardrail system provides permanent, free-standing and durable edge protection without penetration of the roofing membrane or the building structure. The hot-dipped galvanized finish is corrosion resistant and low maintenance for safe and dependable rooftop edge protection.

Aesthetics Powder Coated Colors.

KeeGuard’s galvanized steel finish is corrosion-resistant and is available in a full range of powder coat RAL colors.

Our 11°Angled Railing tilts back out of sight so the roof line offers a clean view from the ground.

KeeGuard®

Engineered for Safety

2 KeeGuard Safety Railing System

KeeGuard® Features

• Modular component system for multiple configurations

• Adaptable to varying angles and radius edges

• Accommodates ladders, equipment and rooftop obstructions

• Simple counterbalance construction made from 100% recycled PVC

• Durable galvanized finish is corrosion resistant

KeeGuard® Benefits

• Non-penetrating solution - roof membrane will not leak

• Passive barrier that protects all personnel; no training required

• Integrates easily with your current fall protection products

• Lower installation cost than fabricated pipe

• No rooftop parapet required

Installing KeeGuard®

• KeeGuard Roof Edge Fall Protection System includes pipe railings, uprights, bases, counterweights and fittings

• No specialized labor or work permits, no welding

• Tools required: torque wrench or hex key

OSHA Compliance

• OSHA Code 1910.28(b)(13) Unprotected Edges: Work on Low Slope Roofs

• KeeGuard meets OSHA compliance for guardrail systems: Capable of withstanding, without failure, a force of at least 200 pounds (890 N) applied in a downward or outward direction within 2 inches (5 cm) of the top edge, at any point along the top rail

• OSHA regulations cite that on any building where work is performed within 15′ of an open roof edge, each worker must be protected from the hazard of falling

• KeeGuard provides a safety barrier that requires no formal training or experience [it is passive] and “collectively” protects people when working at height

Compliance

Protect your workforce, secure your roof with KeeGuard S T A N D I N G S E A M | M E T A L P R O F I L E | M E M B R A N E | C O M P O S I T E | G R E E N R O O F

KeeGuard® FoldShield Folding Safety Rail System Maintain building aesthetics with cantilevered and foldable guardrail.

KeeGuard® Contractor Upright, Weighted Guardrail Modular safety rail provides a secure barrier around tight areas. Free-standing and portable for temporary installations.

KeeGuard® TopFix Metal Roof Perimeter Protection A smart solution for standing seam and metal profile roof systems.

Hierarchy of Fall Protection

1. Eliminate the Hazards

2. Collective Fall Protection [OSHA: Passive]

3. Work Restraint [OSHA: Active]

4. Personal Fall Arrest System www.keesafety.com 3

USA

Kee Safety, Inc.

100 Stradtman Street Buffalo, NY 14206

Tel: (716) 896 4949 Fax: (716) 896 5696 Toll Free: (800) 851 5181 www.keesafety.com Email: info@keesafety.com

Canada Kee Safety, Ltd.

40 North Rivermede Road, Units 6 - 7 Concord, Ontario L4K 2H3

Tel: (905) 669 1494 Fax: (905) 669 4347 Toll Free: (877) 505 5003

Kee Klamp, Kee Lite, Kee Stainless, KeeGuard, Kee Dome, Kee Hatch, Kee Mark, Kee Access, Kwik Kit, Kee Anchor, Weightanka, Wireanka, KeeLine, Kee Walk and Kee Projects are all registered trademarks of Kee Safety Ltd, Beam Clamp, and Box Bolt are all registered trademarks of Access Technologies Ltd, a subsidiary of Kee Safety International Ltd. While every effort has been made to ensure the accuracy of the information contained in this brochure, Kee Safety, Inc cannot be held responsible for any errors or omissions. Kee Safety, Inc reserves the right to alter or withdraw products without prior notice.

Kee Safety, Inc does not accept responsibility for any loss or damage arising from improper use of its products.

Copyright 2018 Kee Safety, Inc. All Rights Reserved.

• A restraint system engineered to prevent a fall from occurring

• Uses personal fall arrest equipment (harness, lanyard, and anchor point)

• The user cannot reach the edge of the roof

• Ability to work freely within the safe zone of the roof surface

• Work Restraint is the preferred system to mitigate the possibility of a fall

• Fall protection guardrails are the most common example of a collective system

• This solution protects everyone “collectively”

• OSHA: “passive” - as no training or user competency is required

• Ensures everyone on the roof is protected

• The safest way to protect people from falling is to remove the hazard completely

• Fall Arrest’s purpose is to save a worker’s life in the event of a fall

• This System is designed so a fall is possible - but the fall is “arrested” or interrupted

• The fall occurs within an acceptable force and calculated fall distance

• Additional training and a high level of user competency is required

The Hierarchy of Fall Protection:

Fall protection is a system designed to protect personnel from the risk of falls when working at elevated heights

4 KeeGuard Safety Railing System

C50-C52-C60-D45 Roof Replacement Work - Construction SOW

Roof Pictures

Roof Layout & Dimensions

C50 ESAT Building Roof - Layout & Dimensions

Model

C52 PLT Power Building Roof - Layout & Dimensions

Model

OLE1

C60 C Site Pump House Roof - Layout & Dimensions

Model

D45 Rad Waste Handling Facility Roof - Layout & Dimensions

Model

KeeGuard - Guardrail Brochure

2025-12-12T15:36:08-0500

Jaspreet Sidhu

2025-12-12T16:17:06-0500

Robert S. Oh

I am approving this document

2025-12-22T13:59:22-0500

Marlo Ramos

2025-12-23T15:09:18-0500

Joy E. Fleming, MPH, CIH, CSP

2026-01-05T10:25:20-0500

QDL

Jermain Lewis

I attest to the accuracy and integrity of this document