A2. SOW EIC Conventional Facilities New York State Project Work Package No. 2.pdf

Electron-Ion Collider, Brookhaven National Laboratory

Doc No. EIC-IFD-SOW-017 Author: Dirul Nassar Effective Date: November 14, 2025 Review Frequency: N/A

SOW: Electron-Ion Collider (EIC) Conventional Facilities New York State Project Work Package No. 2 Revision: 00

STATEMENT OF WORK

for the

Electron-Ion Collider (EIC) Conventional Facilities New York State Project Work Package No. 2

Quality Classification: A-2

Prepared By:

_________________________________ Date: __________________ Dirul Nassar, EIC Infrastructure Division Deputy Director

Reviewed By:

Maggie Haviland, EIC Procurement Liaison Engineer

Joseph Mondillo, EIC Lead Architect/Engineer for Design

Tom Nehring, EIC Group Leader Electrical Power Systems

Kevin Reilly, EIC Mechanical Engineer

Srikantha Chilakala, Environment, Safety & Health Engineer

Chuck Schaefer, EIC ESH Manager

Docusign Envelope ID: CD7ED1B1-D435-49E1-8B63-99273371432D

11/17/2025

11/22/2025

11/17/2025

11/21/2025

11/17/2025

12/2/2025

11/29/2025

Doc No. EIC-IFD-SOW-017 Author: Dirul Nassar Effective Date: November 14, 2025 Review Frequency: N/A

SOW: Electron-Ion Collider (EIC) Conventional Facilities New York State Project Work Package No. 2 Revision: 00

Joseph Zipper, EIC Quality Assurance Representative

Approved By:

Charles Folz, EIC Infrastructure Division Director

Docusign Envelope ID: CD7ED1B1-D435-49E1-8B63-99273371432D

11/17/2025

12/2/2025

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SOW: Electron-Ion Collider (EIC) Conventional Facilities New York State Project Work Package No. 2 Revision: 00

REVISION HISTORY

Revision # Effective Date Summary of Change

00 11/14/2025 Initial Release

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SOW: Electron-Ion Collider (EIC) Conventional Facilities New York State Project Work Package No. 2 Revision: 00

Table of Contents

LIST OF ACRONYMS

1 GENERAL CONTRACTOR SCOPE OF WORK

1.1 Base Work

1.2 Add-Alternate Scope of Work

1.2.1 Add-Alternate No. 1 (Option 1)

1.2.2 Add-Alternate No. 2 (Option 2)

1.2.3 Add-Alternate No. 3 (Option 3)

1.3 Background

2 APPLICABLE DOCUMENTS

3 REQUIREMENTS

3.1 General Conditions Work

3.2 Meetings

3.3 Personnel

3.3.1 Field Staff

3.4 Temporary Construction

3.5 Environmental Safety and Health (ES&H)

3.6 Temporary Utilities

3.7 Construction Equipment

3.8 Material Handling & Hoisting

3.9 Coordination/Management of Lower Tier Subcontractors and Construction Work 15

3.10 Project/Subcontract Administration

3.11 Construction Waste Management

3.12 Storm Water Pollution Prevention Plan

3.13 Excavation Permit

3.14 Wetlands/Floodplains/Scenic River Permit

3.15 U.S. Fish & Wildlife Service (USFWS) – Biological Opinion

3.16 Suffolk County Department of Health - Permits

3.17 Construction Work Planning

3.18 Commissioning

4 QUALITY ASSURANCE

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SOW: Electron-Ion Collider (EIC) Conventional Facilities New York State Project Work Package No. 2 Revision: 00

4.1 Quality System and Facility Access

4.2 Responsibility for General Contractor

5 SCHEDULE

5.1 Construction Sequence and Schedule Milestones

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SOW: Electron-Ion Collider (EIC) Conventional Facilities New York State Project Work Package No. 2 Revision: 00

LIST OF ACRONYMS

A/E Architect Engineering Firm BIM Building Information Management BNL Brookhaven National Laboratory BSA Brookhaven Science Associates CMa Construction Manager-Advisor DI Deionized EIC Electron-Ion Collider ES&H Environment, Safety and Health GC General Contractor GERT General Employee Radiological Training HASP Health and Safety Plan JHA Job Hazard Analysis km Kilometer kV Kilovolts NYSDEC New York State Department of Environmental Conservation NTP Notice to Proceed PPE Personal Protective Equipment RFI Request for Information RHIC Relativistic Heavy Ion Collider QA Quality Assurance QC Quality Control SOW Statement of Work SPDES State Pollutant Discharge Elimination System SWP Safe Work Plan SWPPP Storm Water Pollution Prevention Plan USFWS U.S. Fish and Wildlife Service

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Electron-Ion Collider (EIC) Conventional Facilities New York State Project Work Package No. 2

1 GENERAL CONTRACTOR SCOPE OF WORK

This Statement of Work (SOW) will be the basis for the procurement of Construction services to be performed for the Electron-Ion Collider (EIC) at Brookhaven National Laboratory (BNL) managed by Brookhaven Science Associates (BSA). This document outlines the Contractor’s responsibilities and obligations necessary for completing the requirements as set forth herein.

The Contractor, hereafter called General Contractor (GC), shall furnish all required supervision, labor, materials, tools and appurtenances necessary to perform diligently and fully all Work as described in the construction specifications and drawings. All Work shall include transportation, overhead, bonding costs, insurance, Environmental Safety and Health (ES&H) oversight, quality control oversight, and supervision as required to construct the project described in the drawings, technical specifications, and the detailed description contained herein. Work Package No. 2 includes Base Work and Add-Alternate Scope of Work. The Add-Alternate Scope is comprised of Add-Alternate No. 1, Add-Alternate No. 2, and Add Alternate No. 3, which are included as Options 1, 2, and 3, respectively. Options to the Contract can be exercised in any combination and in any order at the discretion of BSA.

1.1 Base Work

Activities include, but are not limited to:

1. Earthwork including clearing, earthmoving, and excavation for buildings 1001A, 1003A, 1007A, 1009A and 1011A.

2. Low voltage electrical distribution from existing BNL infrastructure to buildings 1001A, 1003A, 1007A, 1009A and 1011A.

3. Building 1001A – Power Supply and Deionized (DI) Water Building

a) Structural foundation

b) Pre-engineered metal building system

c) Finish carpentry including entrance vestibule, partition walls, doors

d) Fire suppression system

e) Heating and ventilation

f) Power, lighting, transformers

4. Building 1003A – Power Supply and DI Water Building

a) Structural foundation

b) Pre-engineered metal building system

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SOW: Electron-Ion Collider (EIC) Conventional Facilities New York State Project Work Package No. 2 Revision: 00

c) Finish carpentry including entrance vestibule, partition walls, doors

d) Fire suppression system

e) Heating and ventilation

f) Power, lighting, transformers

5. Building 1007A – Power Supply and DI Water Building

a) Structural foundation

b) Pre-engineered metal building system

c) Finish carpentry including entrance vestibule, partition walls, doors

d) Fire suppression system

e) Heating and ventilation

f) Power, lighting, transformers

6. Building 1009A – Power Supply and DI Water Building

a) Structural foundation

b) Pre-engineered metal building system

c) Finish carpentry including entrance vestibule, partition walls, doors

d) Fire suppression system

e) Heating and ventilation

f) Power, lighting, transformers

7. Building 1011A – Power Supply and DI Water Building

a) Structural foundation

b) Pre-engineered metal building system

c) Finish carpentry including entrance vestibule, partition walls, doors

d) Fire suppression system

e) Heating and ventilation

f) Power, lighting, transformers

8. Mechanical process cooling and power supply cabling tunnel penetrations from buildings 1001A, 1003A, 1007A, 1009A and 1011A to an existing subsurface tunnel structure.

9. Exterior improvements including concrete and asphalt paving, equipment pads, retaining walls and site lighting for buildings 1001A, 1003A, 1007A, 1009A and 1011A.

10. Site utilities including water distribution, sanitary force main, storm drainage and utility structures for buildings 1001A, 1003A, 1007A, 1009A and 1011A.

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SOW: Electron-Ion Collider (EIC) Conventional Facilities New York State Project Work Package No. 2 Revision: 00

Additional details can be found in the reference drawing set and technical specifications.

1.2 Add-Alternate Scope of Work

The following describes Add-Alternate Work (Option Work) to be performed at the discretion and approval of BSA. For each Add-Alternate listed below, the General Contractor shall furnish all required supervision, labor, materials, tools and appurtenances necessary to perform diligently and fully all work as described in the construction specifications and drawings. All work shall include transportation, overhead, bonding costs, insurance, ES&H oversight, quality control oversight, and supervision as required to construct the project described in the drawings, technical specifications, and the detailed description contained herein.

1.2.1 Add-Alternate No. 1 (Option 1)

1. Earthwork including clearing, earthmoving, and excavation for building 1005T.

2. Low voltage electrical distribution from existing BNL infrastructure to building 1005T.

3. Relocate existing underground utilities within the foundation footprint of building 1005T.

4. Building 1005T – Power Supply and DI Water Building

a) Structural foundation

b) Pre-engineered metal building system

c) Finish carpentry including entrance vestibule, partition walls, doors

d) Fire suppression system

e) Heating and ventilation

f) Power, lighting, transformers

5. Mechanical process cooling and power supply cabling tunnel penetrations from building 1005T to an existing subsurface tunnel structure.

6. Exterior improvements including concrete and asphalt paving, equipment pads, retaining walls and site lighting for building 1005T.

7. Site utilities including water distribution, sanitary force main, storm drainage and utility structures for building 1005T.

1.2.2 Add-Alternate No. 2 (Option 2)

1. Earthwork including clearing, earthmoving, and excavation for building 1010D.

2. Low voltage electrical distribution from existing BNL infrastructure to building 1010D.

3. Building 1010D – Pump House

a) Structural foundation

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SOW: Electron-Ion Collider (EIC) Conventional Facilities New York State Project Work Package No. 2 Revision: 00

b) Pre-engineered metal building system

c) Finish carpentry including entrance vestibule, doors

d) Fire suppression system

e) Heating and ventilation

f) Power, lighting, transformers

4. Exterior improvements including concrete and asphalt paving, equipment pads and site lighting for building 1010D.

5. Site utilities including water distribution, sanitary force main, storm drainage and utility structures for building 1010D.

1.2.3 Add-Alternate No. 3 (Option 3)

1. Earthwork including clearing, earthmoving, and excavation for building 1010E.

2. Demolition of an existing trailer structure within the foundation footprint of building

1010E.

3. Low voltage electrical distribution from existing BNL infrastructure to building 1010E.

4. Building 1010E – Cryo Building

a) Structural foundation

b) Pre-engineered metal building system

c) Finish carpentry including entrance vestibule, partition walls, doors

d) Overhead crane

e) Fire suppression system

f) Heating, ventilation and ventilation controls

g) Power, lighting, transformers

5. Exterior improvements including concrete and asphalt paving, equipment pads and site lighting for building 1010E.

6. Site utilities including water distribution, sanitary force main, storm drainage and utility structures for building 1010E.

1.3 Background

BSA intends to construct an Electron-Ion Collider (EIC) that will be a particle accelerator that collides an electron beam with a beam of ions. It will produce comprehensive data on the internal structure of protons and nuclei to reveal unprecedented details of the arrangement and interactions of the quarks and gluons that make up the building blocks of nuclei. The EIC will be built to

Doc No. EIC-IFD-SOW-017 Author: Dirul Nassar Effective Date: November 14, 2025 Review Frequency: N/A

SOW: Electron-Ion Collider (EIC) Conventional Facilities New York State Project Work Package No. 2 Revision: 00 leverage the existing Relativistic Heavy Ion Collider (RHIC) and its infrastructure. Enhancements and additions to the infrastructure will be required to accommodate the planned new facilities.

The conventional facilities required for the EIC are projected to include fifteen (15) new support facilities around the existing approximate 4km circumference ring to provide space for power supplies, controls and instrumentation, networking, and other rack mounted equipment. Square footage is anticipated to be approximately 150,000 to 175,000; however, the final total square footage will be finalized during the development of the Critical Decision-2 Preliminary and/or Final Design.

The power distribution for the facilities required for the EIC is projected to include expansion of the existing 69kV transformer and switch yard, 13.8kV distribution system and existing switchgear building. The power distribution scope also includes design of the substations, switchgear and duct banks for each building and design of motor control centers and switchgear for EIC and building loads.

Mechanical cooling for the particle accelerator components includes chilled water systems, closed cooling water systems, process cooling tower systems and compressed air systems. These systems will include heat exchangers, cooling towers, pumps, chillers, air compressors, water treatment systems (such as deionizers, filtration, chemical treatment), and interconnecting piping.

Water distribution includes connection to the existing BNL water utility system and installation of main and branch services as required for the new EIC buildings.

2 APPLICABLE DOCUMENTS

In the event of a conflict between the Technical Documentation and this SOW, the General Contractor shall immediately notify the BSA Contractual Representative who shall in each instance determine which document takes precedence and advise the General Contractor accordingly. Failure to notify BSA of a document conflict shall not relieve the General Contractor’s responsibility to ensure full compliance to all requirements.

The following documents are an integral part of the SOW; the applicable revision level will be the latest that is in effect at the time of award:

Document Number Document Title

N/A BNL Health and Safety Plan (HASP) for Construction Contractor

EIC-ESH-PLN-004

Rev. 0 Attachment A

EIC Construction Safety and Health Plan – Attachment A

N/A BNL Health and Safety Plan Checklist

N/A BNL Digging Permit for Excavation and Ground Penetration Work

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N/A Technical Specifications (ENCLOSED IN SOLICITATION

PACKAGE FOR REFERENCE/ BASIS FOR PROPOSAL)

N/A Reference Drawings (ENCLOSED IN SOLICITATION PACKAGE

FOR REFERENCE/ BASIS FOR PROPOSAL)

BNL-QA-101 Brookhaven National Laboratory Supplier Quality Assurance Requirements

3 REQUIREMENTS

In accordance with the applicable specifications, referenced documents, and instructions as defined in this Statement of Work, the General Contractor shall provide all materials, labor and services required to construct the Work as described in this Statement of Work.

3.1 General Conditions Work

The General Contractor shall provide all items identified in this SOW and Division 1 Technical Specifications, as well as any other General Conditions work items required to complete the Work.

3.2 Meetings

The General Contractor shall meet with BSA weekly for Construction Status meeting, unless otherwise designated by BSA, throughout the project and prepare meeting minutes. The GC shall conduct regular walk-throughs of the project with BSA management and project personnel.

Meetings shall be conducted in the GC's construction trailer, GC's office or facility designated by BSA. Agenda items of the Construction Status meeting shall include:

- Review of meeting minutes and action items

- Current Construction Schedule including three-week look ahead schedule

- Safety issues and Job Hazard Analysis (JHA)

- Requests for Information (RFIs) and submittals

At the discretion of BSA, the General Contractor shall meet with BSA daily for a Plan of Day meeting throughout the project. The Plan of Day meeting shall be conducted in the GC’s construction trailer, GC’s office or facility designated by BSA. Agenda Items of the Plan of Day meeting shall include:

- Work to be performed the following day

- Identification of construction crew and construction superintendent

- Job Hazard Analysis and training required to support the planned scope

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3.3 Personnel

The General Contractor shall provide a Project Manager for the Work with the authority to commit resources of the firm to monitor, manage, administer, and complete all phases of the Work activities. The GC shall provide all necessary qualified personnel to perform the Work activities under the Contract.

3.3.1 Field Staff

The GC shall provide a staffing level appropriate for the EIC Infrastructure Work Package No. 2. The GC shall assign and dedicate personnel to this project sufficient in number, and with the requisite expertise and experience, to perform the duties described in this Statement of Work, drawings and technical specifications. BSA anticipates that the GC will supplement the core staff as needed throughout all phases with other employees, consultants, and/or subcontractors who will complement the core staff and provide the additional support needed as the demands of the project fluctuate.

The GC shall include, at a minimum, the following staffing levels during construction:

- Project Executive – part-time

- Project Manager – full-time

- Project Engineer – full-time

- Construction Superintendent – full-time

- Safety Representative – full-time

- Quality Assurance (QA)/Quality Control (QC) Manager – part-time

- Commissioning Coordinator – part-time

- Project Scheduler – part-time

- Project Estimator – part-time

3.4 Temporary Construction

The General Contractor shall provide all Temporary Construction items listed in Division 1 Specifications throughout the duration of the Contract as the Work activities require, for the benefit of the Project and the GC’s lower tier subcontractors.

3.5 Environmental Safety and Health (ES&H)

The EIC project intends for all work to be conducted safely and efficiently and in a manner that ensures protection of workers, the public, and the environment. The ultimate safety goal is zero:

accidents, work-related injuries and illnesses, regulatory violations, and reportable environmental

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The GC and each lower tier subcontractor shall incorporate safe working practices into the planning of each task, assure the safety of their personnel, provide all safety devices necessary for their employees, establish a safe and drug-free work environment, and confirm that their equipment meets the applicable safety standards. The GC and each lower tier subcontractor are responsible for any actions of their personnel that may endanger or otherwise expose other participants to potential hazards on the project site. The GC and its lower tier subcontractors shall be committed to ensuring the health and safety of workers and the public and to protecting the environment. All work will be performed safely and will adhere to all applicable laws and requirements. Integral to this being accomplished is the workers’ commitment to work safely and to work to the requirements.

The General Contractor shall be responsible for job site safety and shall follow all applicable laws and specifications, and furnish all items specified in the General Contractor-provided general conditions to lower tier subcontractors for the construction work for the duration of the Work activities for the benefit of the Project and the GC’s lower tier subcontractors. This includes:

- Safety signage throughout the duration of the Work activities

- Personal protective equipment (PPE) for GCs’ personnel and job site visitors

Safety requirements are outlined in the BNL Health and Safety Plan (HASP) for Construction Contractors and the EIC Construction Safety and Health Plan Attachment A.

The General Contractor shall provide and maintain a Job Hazard Analysis (JHA) or Safe Work Plan (SWP), subject to review and approval by BSA, for all aspects of the Work activities. The Safety Program shall be in compliance with applicable Federal, State and BSA regulations, BSA Standards and the Contract. The General Contractor shall set up requirements and monitor the lower tier subcontractor safety programs. See section 3.9 for further information on the General Contractor’s requirements for lower tier subcontractor safety programs.

The General Contractor shall submit a monthly report to the BSA Technical Representative pertaining to safety progress through the duration of the Work activities. The report shall include as a minimum a log of all safety meetings, a list of safety deficiencies, the resolution and number of days taken to resolve, the number of days without a lost workday incident, and total number of man hours worked without a lost workday incident.

BSA does not anticipate any radiological hazards in the work area. No additional radiological training, special Personal Protective Equipment, or material handling requirements are anticipated to be required beyond the site-specific General Employee Radiological Training (GERT).

However, BSA Environment, Safety and Health (ES&H), at no cost to the GC, will monitor the

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Work activities as they are being performed to confirm radiological levels. If any unforeseen radiological hazards arise that require special procedures beyond standard means and methods, the GC may submit a change request for changed conditions.

3.6 Temporary Utilities

The General Contractor shall provide all Temporary Utilities items listed in Division 1 Specifications throughout the Contract as the Work activities require, for the benefit of the Project and the GC’s lower tier subcontractors. Temporary Utilities shall include all labor and materials for hook-up and disconnection, and relocation as the Work activities require.

3.7 Construction Equipment

The General Contractor shall provide all Construction Equipment throughout the Contract as the Work activities require. Construction Equipment shall include all labor and materials for mobilizing and demobilizing, maintaining, storing, rental, usage and operating cost. All equipment shall be inspected prior to use each day.

3.8 Material Handling & Hoisting

The General Contractor shall provide all Material Handling & Hoisting items throughout the Contract as the Work activities require. Material Handling & Hoisting shall include all labor and materials for mobilizing and demobilizing, maintaining, storing, rental, usage, and operating costs.

The GC shall provide crane/forklifts as required to offload equipment and maintain the staging/laydown areas.

3.9 Coordination/Management of Lower Tier Subcontractors and

Construction Work

The GC shall coordinate and manage lower tier subcontractors' activities, including their scheduling of individual work activities, and work required to create, update or revise the Contract Schedule per the Contract and to ensure the Work activities are completed within the Contract Time.

The GC shall provide Quality Control of the construction work including review of the documents and identification of discrepancies, and inspection of the Work activities for conformance to the Contract documents and coordination of lower tier subcontractor testing and inspections that are required by the Specifications. BSA may also provide quality inspections and may employ a testing laboratory to inspect incoming material and government furnished material.

The GC's responsibility shall include timely coordination of the Contract Schedule between lower tier subcontractors to resolve and expedite resolutions of any Work activities that may be disputed between lower tier subcontractors.

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The GC shall fully cooperate with the other contractors, BSA operations and with BSA employees and shall carefully adapt scheduling and performing the work under this contract to accommodate BNL operations, heeding any direction that may be provided by BSA. The GC shall not commit or permit any act that will interfere with the performance of work by any other contractor or by BSA employees.

The GC shall monitor the security of the site for safety and impacts on neighboring facilities adjacent to the site and take immediate action, if required, when noncompliant conditions are discovered.

3.10 Project/Subcontract Administration

The General Contractor shall, through the BSA Technical Representative, coordinate its efforts with the Architect Engineering Firm (A/E) to clarify interpretation of drawings and Specifications, work with the A/E on the interpretation of plans and Specifications, and review all requests for clarification and appropriateness prior to forwarding to the A/E.

The General Contractor shall, through the BSA Technical Representative, coordinate its efforts with the BSA provided Construction Manager as Advisor (CMa). The CMa will serve as the owner’s (BSA) agent and represents the interests of BSA in all construction matters including approach to the construction work, schedule, cost control, and problem/claim/dispute presentation and resolution. The CMa shall also facilitate file management services during construction.

Construction contract documents, BIM models, submittals, Requests for Information (RFIs), invoices and supporting project documents and files shall be stored and maintained by the CMa.

The CMa shall provide the GC and the integrated project team access to the files via an Electronic Information Management System.

The GC shall, through the BSA Technical Representative, coordinate and administer the shop drawing review and approval process with the A/E and advise the A/E of any unusual site conditions or Contract requirements affecting shop drawing approvals; and review submittals for format, compliance and general completeness prior to forwarding to the A/E for review. The GC's Contract Schedule shall establish submittal schedules that allow sufficient time for review and interpretation. The GC shall verify and document that the shop drawing process is adhering to the submittal schedule.

The GC shall provide a Submittal List prior to the start of construction. This list shall include all submittals required for construction of the project and show anticipated submission dates that allow sufficient time for review and interpretation.

The GC shall coordinate the change order process, submittal process, and Request for Information (RFI) process including logging, copying, tracking, distributing, review, and filing.

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The GC shall maintain a record set (or electronic file with computer access) of construction drawings on site at all times. The GC shall maintain an electronic "red-lined" set of construction drawings and Specifications that document all construction changes. At the end of the Contract, this set shall be sent to the Architect/Engineer for use in the preparation of an as-built set of building drawings.

The GC shall coordinate the completion of punch list items.

3.11 Construction Waste Management

The GC shall provide the Construction Waste Management Plan including, but not limited to establishing the plan, setting up and paying for the agreements with the recycling service vendor, coordinating use of the service with the lower tier subcontractors, holding all required meetings and providing all required documentation.

3.12 Storm Water Pollution Prevention Plan

For all projects with one (1) acre or more of land disturbance, the GC shall execute a Storm Water Pollution Prevention Plan (SWPPP) for protection of the site from rainy weather conditions including slope stabilization, site weatherproofing, siltation containment and dewatering if required. The SWPPP shall be developed by BSA and provided to the GC for implementation.

BSA will review and submit to the New York State Department of Environmental Conservation (NYSDEC) to obtain the State Pollutant Discharge Elimination System (SPDES) stormwater permit for the project.

3.13 Excavation Permit

The EIC project will require a dig permit due to excavations and ground penetrations. The GC shall notify BSA at least ten (10) days in advance of any excavations or ground penetrations. BSA, with input from the GC, will complete and submit a dig permit application. All excavation personnel shall be briefed on the scope of the work activities by the GC’s competent person.

3.14 Wetlands/Floodplains/Scenic River Permit

All projects within 100 feet of a NYSDEC-regulated wetland require a Wetlands / Floodplains / Scenic River permit per New York's Freshwater Wetlands Act (Environmental Conservation Law Article 24). BSA will complete and submit the permit application. The GC shall review the permit prior to performing work within 100 feet of the NYSDEC-regulated wetland.

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3.15 U.S. Fish & Wildlife Service (USFWS) – Biological Opinion

BSA will complete and submit the necessary information related to Work Package No. 2 to USFWS as a Biological Assessment. Upon completion of the Biological Assessment review, USFWS will issue a Biological Opinion. All requirements of the Biological Opinion issued by USFWS shall be reviewed, followed, and upheld by the GC during the performance of the work activities.

3.16 Suffolk County Department of Health - Permits

BSA will complete and submit the necessary information related to the backflow prevention devices for the project to the Suffolk County Department of Health. All requirements of the certificate of approval issued by Suffolk County Department of Health shall be reviewed, followed, and upheld by the GC during the performance of the work activities.

BSA will complete and submit the necessary information related to the plans for public water supply improvement to the Suffolk County Department of Health. All requirements listed in the standard conditions and special conditions issued by Suffolk County Department of Health shall be reviewed, followed, and upheld by the GC during the performance of the work activities.

3.17 Construction Work Planning

BSA will complete Construction Work Permits per BSA procedures. A GC representative and the GC Safety Representative shall participate in the Work Permit development via meetings to discuss the GC’s proposed means and methods associated with the work activities and identify hazards and mitigations for inclusion in the Work Permit and Job Hazard Analysis (JHA). The GC’s Safety Representative shall brief all workers on the Work Permit as they arrive on the job site and the permit is to be available at the job location for inspection.

3.18 Commissioning

BSA will provide a Commissioning Agent that will develop a commissioning plan and coordinate the commissioning of all building systems. The Commissioning Agent will conduct a review of all pertinent submittals, will provide pre- and post-startup checklists, will provide a functional test procedure and will conduct intermittent inspections. The Commissioning Agent will coordinate the functional testing and hold regular meetings to identify and resolve deficiencies in the proper operation of the system.

The GC shall provide a Commissioning Coordinator that is experienced in commissioning building systems to coordinate the participation of the lower tier subcontractors in commissioning.

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SOW: Electron-Ion Collider (EIC) Conventional Facilities New York State Project Work Package No. 2 Revision: 00

4 QUALITY ASSURANCE

4.1 Quality System and Facility Access

As set forth in BSA Form BNL-QA-101, “Brookhaven National Laboratory Supplier Quality Assurance Requirements,” as amended herein, forms a part of this Statement of Work.

Specifically, this includes the following sections: 1, 2, 3, 3.1, 3.1.2, 3.2 to 3.22, 4.0 and 4.1.

4.2 Responsibility for General Contractor

It is the responsibility of the GC to flow down and impose applicable technical and quality assurance requirements upon their subcontractors.

5 SCHEDULE

5.1 Construction Sequence and Schedule Milestones

The GC shall develop its own construction activities and schedule that meets BSA requirements for this project. Prior to mobilization, a comprehensive resource-loaded schedule shall be submitted for review and approval by BSA to align with the performance period outlined in the Project Documents, encompassing tasks such as initial submittal preparation, work plans, staging, temporary trailer(s) installation, mobilization, building commissioning, and demobilization.

Activities must have a maximum of thirty (30) working days duration for tracking purposes.

The following schedule is for planning purposes only. Schedule requirements set forth in the Contract will take precedence. The GC shall meet or exceed the construction milestone schedule defined in Table 1.

Doc No. EIC-IFD-SOW-017 Author: Dirul Nassar Effective Date: November 14, 2025 Review Frequency: N/A

SOW: Electron-Ion Collider (EIC) Conventional Facilities New York State Project Work Package No. 2 Revision: 00

Table 1. Construction Schedule Milestones

Milestone # Milestone Description Milestone Duration

1 Contract Award --

2 Submit, Review and Approval of Administrative Procurement Documentation

12 weeks after Milestone # 1

3 Notice to Proceed (NTP): Begin Performance Period

1 week after Milestone # 2

4 Tunnel Modifications Construction Substantial Completion

36 weeks after Milestone # 1

5 Site Preparation Construction Substantial Completion

38 weeks after Milestone # 1

6 Building Construction Substantial Completion, Test and Start-up Complete

140 weeks after Milestone # 1

7 Final Completion: Commissioning, Punchlist complete. Issue Acceptance: Complete Performance Period

149 weeks after Milestone # 1

1.3 Background