A02 - Scope of Work RLRR 25RA008 10-Sep-2025.pdf

USACE CHICAGO DISTRICT OPERATIONS

J. Edward Roush Lake Dam Water Control Tower Roof Replacement

Huntington, IN

SCOPE OF WORK

July 2025

1. GENERAL SCOPE

The project is located at J. Edward Roush Lake in Indiana. Required (Base) construction work includes the demolition of the existing rock ballast roof covering for the water intake control tower and installation of approximately 670 SF Fleece-Back Thermoplastic Polyolefin (TPO) roof cover system. Additional work (Options) includes replacing the following roof components:

electrical conduit (mounted along the parapets), and one boiler stack. The control tower is centrally located on the Roush Lake Dam along State Route 5 (Warren Road). This road is managed by Indiana Department of Transportation (INDOT); the contractor is not authorized to close the route and/or establish traffic control measures during the project unless proper permissions and permits are acquired through the state at the cost of the contractor. Contracted personnel must be trained, certified, and equipped for fall safety operations In Accordance with (IAW) U.S. Army Corps of Engineers EM 385-1-1 standards.

The following information is provided for proposing purposes only. The contractor is highly encouraged to conduct a site visit and field-verify the exact information required for use in completing the work and submitting an offer.

2. DEFINITIONS

For this services contract, the following terms shall be defined as follows:

Technical Point of Contact (TPOC): the U.S. Army Corps of Engineers (USACE) person serving as the technical lead/coordinator for the contract; primary POC for interactions with the Contractor, fulfilling Quality Assurance (QA) and Contracting Officer Representative (COR) responsibilities on behalf of the Contracting Officer (KO).

Contracting Officer (KO): USACE representative that is designated by a Senior Contracting Official to enter and administer contracts for the Government and make determinations and findings thereon.

Contracting Officer Representative (COR): USACE representative that is designated by the Contracting Officer to enter and administer contracts for the Government and make determinations and findings thereon.

Contractor Quality Control (QC): The part of quality management focused on fulfilling quality requirements of a project, product, service, or process.

Quality Assurance (QA): A government employee that assures end product quality, by monitoring the contractor’s quality control (QC) activities and performing independent testing and/or inspections of contract work.

Technician: The contracted individual who performs services at the site.

Service Vehicle: The vehicle that the maintenance technician utilizes to transport the tools-of-the-trade.

Parts: Parts are equipment components and accessories originally manufactured or supplied by the OEM.

Original Equipment Manufacturer (OEM): a company that produces parts and/or equipment that may be marketed by another company.

3. REFERENCES

The following publications listed below form part of this specification to the extent indicated by referencing material. The publications are referred to in text by basic designation only.

29 Code of Federal Regulation (CFR) 1910, Occupational Safety and Health Standards for General Industry

29 Code of Federal Regulation (CFR) 1926, Occupational Safety & Health Standards for Construction

US. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1, 15 March 2024 Safety and Occupational Health Requirements (army.mil)

ASTM D 6878 Thermoplastic Polyolefin Based Sheet Roofing

ASTM C 920 Elastomeric Joint Sealant

NFPA 54, ANSI Z223.1 - Safety requirements for the Design and Installation of Fuel Gas Piping Systems

NFPA 780 Standard for the Installation of Lightning Protection Systems

4. PROJECT DESCRIPTION

4.A. Location. The J. Edward Roush Lake Dam is located in Huntington, IN and is operated by the U.S. Army Corps of Engineers (USACE), Chicago District. The project is part of the Upper Wabash Area and consists of a dam and 900-acre reservoir. The Roush Lake field office address is 735 N Warren Rd, Huntington, IN 46750. The address of the project for the control tower of the Roush Lake Dam is 1390 N Warren Rd, Huntington, IN 46750 which is Indiana State Route

5. This state road is managed by the Indiana Department of Transportation (INDOT).

Refer to Exhibit 1 of this SOW for the USACE Roush Lake Project Map (with the proposed construction footprint enclosed by the red box)

4.B. Description. The Contractor shall furnish all labor, materials, supplies, tools and equipment necessary to replace the three-tiered (split-level) roof of the water intake control tower for the J.E. Roush Dam. Refer to Figure 1 for an overhead schematic of the split-level roof. As-builts with dimensions are at the end of the SOW as Exhibit 2. Required work includes the one (1) Base Line Item and two (2) Options Items. Work is summarized as Contract Line Items (CLIN) 001-003 for proposing purposes.

Figure 1 (Project Site Overview) - schematic of the project work area and limits of work.

CLIN 001 (Base) – Control Tower Roof Replacement.

Removal of Rock Ballast & Demolition of Existing Roof Covering, including approximately 300 CF of #90 mineral surfaced roofing gravel, and approximately 670 SF of rigid 3” foam insulation.

Dismantle metal flashing along parapets; dissemble all drain, vent, and boiler stacks;

dissemble lightning rod protection.

Roof Surface Preparation (Power wash deck, surface cleaning and sealing cracks) Install new drainage fixtures compatible with roofing system, to ensure proper drainage and protection.

Installation of a new approximately 670 SF Fleece-Back Thermoplastic Polyolefin (TPO) roof cover system.

Reinstall lightning rod protection.

CLIN 002 (Option 1) - Replace/install new Electric Conduit along parapets of roof.

CLIN 003 (Option 2) - Remove existing boiler stack and install a new appropriately sized stainless steel double walled boiler stack per NFPA 54 guidelines.

4.C. Additional Contractual work and responsibilities. Contractor will include all permitting, planning, administration, supervision, communications, and inspections necessary to assure that all construction is conducted in accordance with the contract requirements and all applicable

Federal, State, and Local laws and regulations. All construction work will be completed as scheduled with TPOC (and/or COR) and the Project Office Manager. It is the Contractor’s responsibility to take measurements and calculate/estimate the dimensions of the work site in preparation of their quote. It is the Contractor’s responsibility to locate existing utility service lines, Public and Private, and any installation thereof, to return the infrastructure to its original condition. Private lines can include water, electric, and sewer. The Contractor will be responsible for traffic control measures onsite, and the posting of warning signs, traffic cones, barricading open holes, etc. for both lanes of traffic while work is in progress if necessary. All materials will be installed according to manufacturer specifications. All work will be completed to the TPOC and Project Office Manager’s satisfaction at the date of final inspection. All work will follow applicable codes and regulations. The Contractor is responsible for the protection of all existing building property surfaces from damage due to work performed under this contract.

Damages to existing surfaces caused by the performance of this contract shall be repaired to match the existing surface finish at no additional cost to the Government.

4.C.1. Traffic Control Measures. The project site is located on State Route 5, which is administered by the Indiana Department of Transportation (INDOT). The Contractor must coordinate and acquire appropriate permits with INDOT to establish temporary traffic control measures during the project. Contractor assumes the cost of all permits. As an alternative to the road/lane closure, the Contractor may coordinate with the facility management for alternative means for debris removal/storage areas adjacent to the structure, pending prior approval by the TPOC (and/or COR) and the Project Office Manager.

4.D. Material Pre-Approval. Materials must be pre-approved by the COR, TPOC and/or Project Office Manager prior to purchase and installation by the Contractor. The Contractor will submit a summary of major end items used for all components of CLINs 001-003 for review/approval within ten (10) business days after completion of the pre-work conference.

4.E. Product/material Warranty period. Contractor shall provide a 25-year warranty on TPO materials and a general warranty of 1-year for installation. In the event of water intrusion during the period of warranty, the Contractor will provide all labor, equipment, and materials to repair the seals, adhesives, fillings, epoxy, coatings or other materials used to stop the leakage and return the surfaces to a uniform and presentable appearance.

4.F. Method of Measurements for Estimation & Basis of Payments. Estimation of total materials for Base (demolition and TPO material) is by cubic yard (CY). Estimation for total length for all Options is by linear foot (LF) as measured from the points of terminal connections.

The Contractor is responsible for confirming the required dimensions (measurements) in this SOW, in preparation of their proposal/quote for this project. The unit of measure per CLIN is job.

4.G. Invoicing/Payment. Upon completion of each CLIN, the COR (or designated representative) and onsite TPOC will visually inspect and confirm/accept the satisfactory completion of Work (and subcomponents). The Contractor will then provide the COR with an invoice within five (5) business days of acceptance by COR/TPOC to expedite processing.

Remittance will be via one, lump sum, ACH payment, within 10 (ten) business days of final acceptance of each CLIN. The Contractor may elect to invoice upon completion of each CLIN, or to submit one invoice when all CLINs are completed. Partial and/or progress payments for subdivided work within each CLIN is not authorized for this contract.

5. SPECIFICATIONS

5. Contract Line Items (CLINS). Construction work for this project can be divided into the following Contract Line Items 001-003. Unless stated otherwise, each CLIN will include all required materials, parts, labor, overhead/administrative costs, and construction work coordination activities required for the Contractor to fulfill the specific line items of work.

Refer to Exhibit 2 of this SOW for the Original plan (as-built) of control tower roof for specific dimensions and characteristics.

5.A.1. CLIN 001 (Base) – Tower Roof Replacement. Replacement consists of three main subcomponents of work, as summarized in 5.A.1.1-5.A.1.3.

5.A.1.1. Removal of Rock Ballast & Demolition of Existing Roof Covering. Contractor will remove and dispose of the rock ballast roof covering of approximately 200 CF down to the concrete deck. Dispose of all materials off-site in accordance with all federal, state, and local laws and regulations. All protruding screws, nails and materials must be removed from the existing roof decking, including but not limited to existing roof membrane, insulation, flashing, drip edge, and covering. Care should be taken to disconnect the lightening rod protection.

5.A.1.2. Roof Surface Preparation (Power wash deck, surface cleaning and sealing cracks).

The exposed deck must be prepared according to the roofing manufacturer’s instructions. The contractor must provide temporary protective measures to prevent risk of storm water runoff through the control tower.

Roof shall be cleaned and prepped per manufacturer’s instructions.

All cracks shall be cleaned to allow the caulk to bond to sound concrete. Cracks shall be sealed per ASTM C 920 or per manufacturer’s instructions for compatibility with new roofing system.

Moisture on surface shall not exceed manufacturer’s instructions prior to system install.

5.A.1.3. Installation of a new approximately 670 SF Fleece-Back Thermoplastic Polyolefin (TPO) roof cover system.

The following minimum material and equipment specifications must be met for this project:

Fleece-Back Thermoplastic Polyolefin (TPO), white color, installed with a fully adhered method, meeting ASTM D6878. Documented minimum 25-year manufacturer warranty.

Parapet wall cap cover shall be installed per manufacturer’s instructions. Colors to be approved by COR/TPOC.

TPO flashings for penetrations and parapet wall must be used under the same manufacturer and product line as the TPO membrane above.

Polyisocyanurate insulation, minimum ¾” thickness insulation, installed per manufacturer’s instructions.

Cover board as per manufacturer TPO system requirements, minimum ½” thickness, installed per manufacturer’s instructions.

Roofing penetrations shall be inspected for defects. Any defects shall be repaired by contractor prior to roofing system install. COR/TPOC shall be made aware of any needed repairs.

Roofing penetrations, such as roof drains, shall be properly adjusted for thickness of the new roofing system and sealed to ensure proper drainage.

Reinstall lightening rod protection per NFPA 780 standards and guidelines.

Storage for roofing material will be the responsibility of the contractor and must meet ASTM

D6878.

Contractor will ensure TPO installation maintains a slope ratio for adequate waterflow to the drain.

5.A.2. CLIN 002 (Option 1) – Replace/install new Electric Conduit along parapets of roof.

Conduit shall be any combination of Liquid-Tight Flexible Metal Conduit (LMFC) and stainless-steel. Conduit shall be run and secured in accordance with NEC.

Electrical junction or fixture boxes shall be of stainless-steel material or approved by TPOC.

Existing lights shall be carefully removed for reuse. Lights will be securely remounted to the parapet wall in accordance with NEC. Light projection shall be approved by TPOC.

All mounting shall not interfere with new roofing system or void roofing warranties.

All updated conduits shall have new wire installed in accordance with NEC.

Exact linear feet shall be determined by a licensed electrician to ensure proper routing and mounting per NEC.

All electrical work will be performed in compliance with NEC and EM 385-1-1

See Photos Exhibit 3

5.A.3. CLIN 003 (Options 2) - Remove existing boiler stack and install a new appropriately sized stainless steel double walled boiler stack per NFPA 54 guidelines.

Boiler stack will be a complete replacement from boiler through the rooftop to the required height set by NFPA 54. Material shall be double walled stainless steel appropriately sized for a U.S. Boiler Company furnace, Model V8H3 per manufacturers specifications. Any changes required to support new boiler stack shall be the responsibility of the contractor. Manual for boiler can be provided by onsite staff per request.

See photos Exhibit 3

It is the intent of the government to award the base and two (2) options at the time of the base contract award. However, the contractor shall clearly and separately price the Base, Option 1, and Option 2. The two options are independent of one another and can be awarded together, in any sequence, or in any combination of 1 or 2 options. The award of options will occur at the time of the base contract award, if the government elects to award any of the options. There will be no additional days for any options exercised at time of award.

Exercising of Option(s) is subject to the availability of funds.

6. REQUIRED PERFORMANCE PERIOD

The period of performance for this project is 365 calendar days following receipt of the Notice to Proceed (NTP). The allowable timeframe for onsite construction work for this project is between 01 April to 01 November 2026, to ensure the control tower remains operational during the winter season (November 2025-April 2026). The Contractor shall establish communication with the COR (and TPOC) within 10 (ten) working days of receipt of NTP and conduct a Pre- Work Conference. The Contractor will complete a Pre-Work Survey (onsite) at any point following the Pre-Work Conference, but before the date of the Pre-Construction Meeting. The Contractor will complete a Pre-Construction meeting (onsite), no less than 7 working days before initiating onsite construction work (mobilization). All submittals must be transmitted to the COR and TPOC for review and approval at least 5 calendar days before the date of the Pre- Construction Meeting.

Recommended Pre-Proposal Site Visit. Interested Offerors for the project are encouraged to visit the proposed site to meet with USACE representatives (COR/ TPOC and/or Project Manager), and to examine the existing conditions in and around the Roush Lake Project area.

Refer to Paragraph 12 for designated USACE POCs for this coordination.

6.A. Normal Working Hours. All construction activities will be performed during daylight hours. Normal working hours shall be Monday through Friday, 7:00am to 4:00pm Eastern Time.

USACE maintenance staff will lock the facility buildings/structures between 3:30pm to 3:45pm.

Contractor may continue to work onsite after normal hours if coordinated and approved by the TPOC and Roush Lake Project Manager. The Government reserves the right to delay or stop work if safety concerns are present. Work that interferes with other ongoing functions at the project shall be scheduled around normal working hours, as specified by the COR/ TPOC.

6.B. Holiday Work. The eleven Federal holidays observed are:

New Year's Day (January 1st)

Martin Luther King Day (3rd Monday in January)

President's Day (3rd Monday in February)

Memorial Day (Last Monday in May)

Juneteenth (June 19th)

Independence Day (July 4th)

Labor Day (1st Monday in September)

Columbus Day (2nd Monday in October)

Veterans Day (November 11th)

Thanksgiving Day (4th Thursday in November)

Christmas Day (December 25th)

When one of the above designated holidays falls on a Sunday, the following Monday is observed as a legal holiday. When a legal holiday falls on a Saturday, the preceding Friday is observed as a holiday. Work shall be scheduled around the above listed Federal holidays except as specified herein or as approved by the COR/ TPOC.

6.C. Inclement Weather Work. The Contractor shall maintain the schedule of construction regardless of inclement weather. Exceptions may be approved by the COR/ TPOC when severe conditions make it impractical or dangerous to perform the work. The Contracting Officer will notify the Contractor, by modification to the Purchase Order, of any change that extends the performance period due to inclement weather.

6.D. Emergency and/or After-Hours Work. Work may be required on holiday periods during heavy visitation, emergencies, or for other reasons as determined by the COR/ TPOC. Additional personnel may be required to handle the additional workload during holiday periods because of heavy visitation. The COR/ TPOC will notify the Contractor of actual work requirements.

7. SAFETY REQUIRMENTS

The Contractor will be subject to USACE safety policies while performing services on Federal Government property. The Corps of Engineers Safety Manual (EM 385-1-1 [15 MAR 2024]) can be found at the following link: https://www.publications.usace.army.mil/Portals/76/EM%20385- 1-1%20_EFFECTIVE%2015March2024.pdf (copy and paste the link). All chapters of the EM385-1-1 will apply to the contractor, it is beneficial for the Contractor to review Chapter 2, Safety and Occupational Health for Contractors.

7.A. Accident Prevention Plan (APP). An ENG Form 6293 (mandatory use form) must be filled out and returned to the COR/ TPOC, including all required Appendices, Activity Hazard Analyses for each definable feature of work as noted in APP, and must be submitted in compliance with EM 385-1-1. Before initiation of work at the job site, an APP must be reviewed and assessed as acceptable by the COR/ TPOC. The Contractor shall not commence any work on the site until the APP is designated as acceptable by the COR/ TPOC. The ENG Form 6293 can be provided to the contractor if needed.

7.A.1. Utilize original ENG Form 6293 electronic form. Do not modify, photocopy, or scan in document with edits for submission.

7.A.2. An additional document is required for the contractor to compile all the required information requested in the APP for the Appendices 1-6. Appendices cover Project Map(s), Subcontractor/Suppliers, Personal Qualifications and Designations, Activity Hazard Analysis, Site-specific plans and procedures, and any additional plans, procedures, etc.

7.A.3. All required Site Safety Plans the Contractor identifies in the APP will be included in the additional document under Appendix 5. Be mindful to review the APP EM385 reference listed to verify if the plan will apply. Each EM385 reference will cover Minimum Plan Requirements.

7.A.4. Contractor shall meet EM385-1-1 Chapter 3 Medical and First Aid Requirements and provide necessary certification documents in the additional document under Appendix 3.

7.A.5. Contractor will be required to utilize Fall Protection from the lower south roof to the upper roof using the vertical ladder or if working outside of the existing guardrail system.

Contractor shall use EM385-1-1 Chapter 21 and add associated certifications in the additional document of the APP into Appendix 3.

7.B. Site Safety & Health Officer (SSHO). An ENG Form 6282 (mandatory use form) must be filled out and returned to the COR/ TPOC as part of the APP, including an instructor-signed OSHA 30-hr card (or course completion certificate if within 90 days of completing the OSHA 30-hour training), and proof of 24 hours of competency of SOH training within the last 3 years.

The Contractor shall not commence any work on the site until the ENG Form 6282 is designated as acceptable by the COR/ TPOC. The ENG Form 6282 can be provided to the contractor if needed.

7.B.1. Utilize original ENG Form 6282 electronic form. Do not modify, photocopy, or scan in document with edits for submission.

7.C. Sign-In. The Contractor is responsible for ensuring all workers, prior to start of any work, sign in with assigned USACE Operations personnel at the Roush Lake main office, and receive a site-specific safety and activity update briefing. The Contractor is responsible for ensuring all workers comply with EM 385-1-1 and the Safety and Health Plan during the execution of the work.

7.D. Activity Hazard Analysis (AHA). The Contractor shall prepare and use an AHA as one of many tools to insure safe performance of work. It is the Contractor's responsibility to prepare the AHA per the APP for each definable feature of work to include meeting EM385-1-1 (2-6.d) AHA Minimum Requirements. The AHA shall be reviewed and accepted by the COR/ TPOC prior to commencement of work. All on-site employees shall review the approved AHA prior to performing work at the site. The Contractor can utilize non-mandatory ENG Form 6206 AHA and can be provided to the contractor if needed.

7.E. Accident Reporting. The Contractor shall maintain an accurate record of ENG Form 3394, and report to the COR/ TPOC all accidents within 24 hours of the occurrence. All serious accidents (those resulting in death or injury requiring medical attention) shall be reported immediately. The Contractor shall maintain an OSHA Log of Work-Related Injuries and Illnesses, OSHA Form 300.

8. SECURITY REQUIREMENTS

8.A. Security Requirements: The following information is provided on security related matters.

Contractor personnel performing work under this contract must have at time of the proposal submission and must maintain the level of security required for the life of the contract. The security requirements are in accordance with the attached DD254

8.B. Physical Security: The Contractor shall safeguard all Government equipment, information, and property provided for Contractor use. At the close of each work period, Government facilities, equipment, and materials shall be secured IAW the Army Physical Security Program (AR 190-13.). The contractor shall immediately report to the COR/ TPOC, observed property damage. The contractor shall be responsible for safeguarding all government equipment, information and property provided for contractor use. At the close of each work period, government facilities, equipment, and materials shall be secured.

8.C. Operations Security (OPSEC) Requirements: Contractor personnel shall adhere to facility security policies and restrictions. The Contractor shall immediately report suspicious activities to security personnel.

8.C.1 General security requirements and guidance: The security requirements described below apply to all contract personnel (including employees of the prime Contractor (“Contractor”) and all subcontractor 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), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)).

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 or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall 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 Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as “RAMs”), and Health Protection Condition (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 mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or 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. Accessing the site, shall not be permitted to roam about the site unescorted and must be accommodated by a sufficient number of escorts to ensure that everyone can be communicated with and observed at all times.

8.C.2 Antiterrorism (AT) Level I training: All contract personnel requiring routine access to Army installations, facilities, and controlled access areas, or requiring network access shall complete initial and annual refresher AT Level I awareness training. Online AT Level I awareness training is available at https://jko.jten.mil/ (website subject to change).

8.C.3 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 Index (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

8.C.4 Suspicious Activity Reporting training (e.g. iWATCH, CorpsWatch, or See Something, Say Something): All contract personnel shall receive initial and annual refresher training from the RA representative on the local suspicious activity reporting program. This locally developed training provides contract personnel with general information on suspicious behavior, and guidance on reporting suspicious activity to the project manager, security representative or law enforcement entity.

8.C.5. 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.

9. COORDINATION REQUIREMENTS AND SUBMITTALS

The Contractor shall provide all qualified personnel, equipment and tools to complete work summarized in CLINS 001-003. At a minimum, the Contractor will adhere to the following meetings, training, and submittal requirements, summarized in Paragraphs 9.A-F.

9.A. Pre-work Conference. The Contractor will be required to attend a pre-work conference with the COR/ TPOC prior to beginning work. The conference may be performed telephonically and/or virtually. The purpose of this meeting is to establish the Contractor’s start date, plan of work, safety procedures, training requirements, and discuss all submittal requirements. The pre-work survey and pre-construction meeting will also be set during this meeting.

9.B. Pre-Work Survey (Condition of Existing Structure/s). Prior to the Pre-Construction meeting, the Contractor will conduct an existing conditions survey with the COR/ TPOC. This activity must be sufficient in scope to provide advance agreement among all concerned as to the condition of existing structure/s affected by the SOW. The Contractor is responsible for full and active participation, as deemed necessary to permit determination and accurate assessment of any subsequent damage to existing structure/s which may be incurred by the Contractor (and affiliates) during the performance period of the contract. The Contractor will provide a summary of this agreement to the COR/ TPOC, prior to the Pre-Construction meeting.

9.C. Pre-Construction Meeting. The Contractor will conduct a Pre-Construction meeting (onsite) with the COR/ TPOC, Safety Officer, and the Project Office Manager, no less than 7 calendar days before initiating work (Contractor mobilization of materials, equipment, and personnel). The purpose of the meeting is to confirm/validate readiness to perform services in accordance with contractual obligations. The COR/ TPOC will ensure the Contractor is compliant with all submittal requirements. If deficiencies are identified during this meeting, they must be corrected by the Contractor within 5 calendar days of the meeting. If necessary, a follow-up onsite meeting may be required at the discretion of the COR/ TPOC, Operations Safety Officer, Project Office Manager, and/or Operations Branch Senior Leadership.

9.D. Required Training & Certification/s. The Contractor is required to ensure a minimum of one employee on the construction crew for CLIN 001-003 has successfully completed the following training and certifications:

1. OSHA 30 Training Certification along with but not limited to any applicable Fall Protection, Confined Space Entry, First Aid/CPR/AED.

2. AT Level 1 Awareness Training (see Section 1A)

3. Appropriate Licensure and Certifications necessary for any/all activities summarized in

CLINS 001-003.

The Contractor will provide documentation of the required training and certification as a submittal prior to start of work. This is to be included in the appropriate Appendix of the APP.

In-Person First Aid and CPR must include a hands-on component that cannot be taken online. At least two (2) people holding these certifications who will be onsite while work takes place each day. Reference: EM385-1-1, Chapter 3, Medical and First Aid.

Equipment Licenses/Certificates - The Contractor shall ensure that operators of any equipment are trained and licensed for proper and safe operation of the equipment. The Contractor shall provide a copy of a current license or certificate issued by the accrediting body and add into supplemental document of the APP into Appendix 3.

9.E. Required Submittals

1. Accident Prevention Plan (APP) ENG Form 6293 – MANDATORY USE

2. Site Safety & Health Officer (SSHO) Designation Letter – ENG Form 6282 –

MANDATORY USE

3. Required form for each primary or alternate SSHO listed on the APP.

4. Activity Hazard Analysis (AHA) for each definable feature of work

5. Equipment Operators - The Contractor shall ensure operators of any equipment are trained and licensed for proper and safe operation of the equipment. The Contractor shall provide a copy of a current license or certificate issued by the accrediting body and add into supplemental document of the APP into Appendix 3.

6. Quality Control Plan (QCP)

7. Fall Protection Plan

8. Traffic Control Plan (TCP)

9. Demolition Control Plan

10. Certification of Training Verification of Contractor Staff (AT-OPSEC Training)

11. Work Plan (Removal, Replacement)

12. All Required Local, State, and Federal permits

13. Material Warranties and Product Agreements

10. ENVIRONMENTAL CONTROL MEASURES (AS APPLICABLE)

10.A. Chemicals, Supplies, Materials, Tools. The Contractor shall supply all necessary chemicals, supplies, materials, manpower, and tools necessary to perform the tasks relevant to this contract. Preference is for use of “green” products wherever possible. Products used shall comply with the manufacturer’s recommended use and application.

10.B. Signs. The Contractor shall supply safety equipment and hazard signs to meet all safety regulations such as but not limited to, wet floors, danger etc., as applicable to the task/work being performed and is required by OSHA regulation. The COR/ TPOC will accept all signs used.

10.C. Safety Data Sheets. The Contractor shall supply safety data sheets (SDS) for all chemicals or applicable chemically treated supplies or materials and include in the Accident Prevention Plan. The COR/ TPOC reserves the right to reject any materials or chemicals used. A chemical hazard communication program (HazCom) shall be implemented in accordance with 29 CFR

1910.1200 or 1926.59 and paragraph 6-7.a of EM 385-1-1. The plan shall be submitted to the COR/ TPOC as part of the Accident Prevention Plan. See EM 385-1-1.

10.D. Disposal procedures. The Contractor shall dispose of all hazardous chemicals and chemical containers off site. All non-hazardous waste may be disposed of in contractor provided, onsite, outdoor waste containers identified by the COR/ TPOC. Non-hazardous waste shall not be disposed of in indoor waste containers.

11. CONTRACTOR STAFFING REQUIREMENTS

11A. Staffing Requirements. The Contractor shall provide seasoned staff having experience working in remote areas in and around industrial facilities, with familiarity of safety and warning signs. Proof of experience for each person employed on the contract, in the form of a resume prepared by the Contractor, may be required at the discretion of the COR/ TPOC.

11.A.1. All personnel assigned to work at USACE facilities shall possess sufficient knowledge, skills, and abilities to safely operate all Contractor-supplied equipment and safely transport, use, and temporarily store Contractor supplied materials, supplies and chemicals. All personnel assigned shall be capable of receiving verbal instructions from authorized sources to appropriately respond to site conditions.

11.A.2. All personnel assigned to work at the J. Edward Roush Lake Dam project site shall possess the ability to comprehend the written and spoken English language.

11.B. Equipment Operators. The Contractor shall ensure that operators of any equipment are trained and licensed for proper and safe operation of the equipment. The Contractor shall provide a copy of a current license or certificate issued by the accrediting body to the COR/ TPOC upon request. If the license or certificate cannot be provided or has expired that employee shall not operate the equipment until the license or certificate is renewed.

12. TECHNICAL POINT OF CONTACT

12.A. The COR/ TPOC for this project and for site access is Wesley Millar. Mr. Millar’s contact information is:

Wesley Millar Lake Manager J. Edward Roush Lake Dam U.S. Army Corps of Engineers Chicago District Office: 260-356-8648 Cell: 206-419-3937 Wesley.s.millar@usace.army.mil

12.B. The POC for the APP and Safety oversight coordinated through the COR is the Operations Branch Safety Officer, Dominic Castanza or Safety and Occupational Health Specialist DJ Unger. Contact information is:

Dominic Castanza Occupational Safety Officer (LRC) Operations Branch Gov Cell: 309-409-7383 Dominic.C.Castanza@usace.army.mil

Donald “DJ” Unger Safety and Occupational Health Specialist (LRC) Operations Branch Gov Cell: 260-705-3773 Donald.J.Unger@usace.army.mil

Exhibit 1: USACE Roush Lake Project Map (construction footprint in red box)

Exhibit 2: Original (as-built) of control tower roof plan

Exhibit 3: Photos Existing Roof