DRAFT 03 Package 3 (RFP Reference Documents - Specifications).pdf

Package 3: RFP Reference Documents (Specifications) Request for Proposal FRA RFP No. LBNF-BC-350919-BWQ Beamline Complex Construction

REQUEST FOR PROPOSAL

FRA RFP NO. LBNF-BC-350919-BWQ

for the Construction of the

Long-Baseline Neutrino Facility (LBNF)

Near Site Conventional Facilities (NSCF)

Beamline Complex Construction

Package No. 3 of 4:

RFP REFERENCE DOCUMENTS (SPECIFICATIONS)

Package 3: RFP Reference Documents (Specifications) Beamline Complex Construction

THIS PAGE INTENTIONALLY LEFT BLANK

Request for Proposal FRA RFP No. LBNF-ND-350919-BWQ

TABLE OF CONTENTS

Request for Proposal (FRA RFP No. LBNF-BC-350919-BWQ) Package No. 3 of 4

• Technical Specifications

ENCLOSED FOR REFERENCE/BASIS FOR PROPOSAL – DO NOT RETURN

o Beamline Complex Specifications Booklet – Part 1 o Beamline Complex Specifications Booklet – Part 2

FRA RFP No. LBNF-BC-350919-BWQ

Technical Specifications

ENCLOSED FOR REFERENCE/BASIS FOR PROPOSAL – DO NOT RETURN

FRA RFP No. LBNF-BC-350919-BWQ

Site Preparation Package - 60% Design Report AECOM

Fermi National Accelerator Laboratory 1

303 E. Wacker Drive, Suite 1400

Chicago IL 60601

(312) 373-7700

Beamline Complex

Issued For Solicitation

Specifications Booklet – Part 1

Long-Baseline Neutrino Facility

Near Site Conventional Facilities

Fermi Research Alliance, LLC

FRA Project Number: 6-15-11 Beamline Complex

AECOM Project Number: 60633857

May 20, 2024

ISSUED FOR SOLICITATION

TABLE OF CONTENTS - 1

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AECOM Project Number 60633857

TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING DOCUMENTS GROUP

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

01 00 10 GENERAL REQUIREMENTS

01 23 00 ALTERNATES

01 25 00 SUBSTITUTION PROCEDURES

01 26 00 CONTRACT MODIFICATION PROCEDURES

01 29 00 PAYMENT PROCEDURES

01 30 00 PROJECT MANAGEMENT AND COORDINATION

01 31 00 ENVIRONMENTAL SAFETY AND HEALTH REQUIREMENTS

01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION

01 32 33 PHOTOGRAPHIC DOCUMENTATION

01 32 50 INSTRUMENTATION

01 33 00 SUBMITTALS

01 41 00 QUALITY REQUIREMENTS

01 41 20 SEISMIC AND WIND REQUIREMENTS

01 42 20 REFERENCES

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 56 39 TEMPORARY TREE AND PLANT PROTECTION

01 57 15 CONSTRUCTION VIBRATION MONITORING AND CONTROL

01 60 00 PRODUCT REQUIREMENTS

01 73 00 EXECUTION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 39 PROJECT RECORD DOCUMENTS

01 79 00 DEMONSTRATION AND TRAINING

01 91 13 GENERAL COMMISSIONING REQUIREMENTS

01 91 19 AIR BARRIER COMPLIANCE

Facility Construction Subgroup

DIVISION 02 - EXISTING CONDITIONS

02 01 20 PROTECTING EXISTING UNDERGROUND UTILITIES

02 01 30 CONNECTIONS TO EXISTING BURIED PIPELINES

02 42 00 DEMOLITION

02 66 12 GRANULAR DRAINAGE MATERIAL

02 66 20 HDPE GEOMEMBRANE

02 66 20 HDPE GEOMEMBRANE SUPPORTED GCL

02 66 30 GEOTEXTILE

02 66 40 GEONET

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 34 00 CONTROLLED LOW STRENGTH MATERIAL (CLSM)

03 41 00 PRECAST STRUCTURAL CONCRETE

03 64 00 INJECTION GROUTING

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DIVISION 04 - MASONRY

04 22 00 CONCRETE UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL FRAMING

05 31 00 STEEL DECKING

05 40 00 COLD-FORMED METAL FRAMING

05 50 00 METAL FABRICATIONS

05 51 13 METAL PAN STAIRS

05 51 19 METAL GRATING STAIRS

05 52 13 PIPE AND TUBE RAILINGS

05 60 00 DECAY VESSEL

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 16 00 SHEATHING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 13 26 SELF ADHERING SHEET WATERPROOFING

07 17 00 BENTONITE MEMBRANE WATERPROOFING

07 18 00 TRAFFIC COATINGS

07 21 00 THERMAL INSULATION

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 42 13.13 FORMED METAL WALL PANELS

07 42 13.19 INSULATED METAL WALL PANELS

07 54 23 THERMOPLASTIC-POLYOLEFIN (TPO) ROOFING

07 62 00 SHEET METAL FLASHING AND TRIM

07 71 00 ROOF SPECIALTIES

07 72 00 ROOF ACCESSORIES

07 84 00 FIRESTOPPING

07 90 05 JOINT SEALERS

07 91 00 PREFORMED JOINT SEALS

DIVISION 08 - OPENINGS

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 31 13 ACCESS DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 39 00 PRESSURE RESISTANT DOOR ASSEMBLY

08 41 13 ALUMINUM-FRAMED STOREFRONTS

08 62 00 UNIT SKYLIGHTS

08 71 11 DOOR HARDWARE

08 71 11.1 DOOR HARDWARE SCHEDULE

08 80 00 GLASS AND GLAZING

08 91 19 FIXED LOUVERS

DIVISION 09 - FINISHES

09 22 16 NON-STRUCTURAL METAL FRAMING

09 29 00 GYPSUM BOARD

09 65 13 RESILLIENT BASE AND ACCESSORIES

09 90 00 PAINTING AND COATING

DIVISION 10 - SPECIALTIES

10 14 23 PANEL SIGNAGE

10 22 13 WIRE MESH PARTITIONS

10 40 00 SAFETY EQUIPMENT

10 44 00 FIRE PROTECTION SPECIALTIES

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DIVISION 11 - EQUIPMENT

11 24 00 FALL PROTECTION

DIVISION 14 - CONVEYING EQUIPMENT

14 21 23.20 ELECTRIC RACK AND PINION ELEVATOR

Facility Services Subgroup

DIVISION 21 - FIRE SUPPRESSION

21 05 17 SLEEVES AND SLEEVE SEALS FOR FIRE-SUPPRESSION PIPING

21 05 18 ESCUTCHEONS FOR FIRE-SUPPRESSION PIPING

21 05 23 GENERAL-DUTY VALVES FOR FIRE PROTECTION PIPING

21 05 53 IDENTIFICATION FOR FIRE SUPPRESSION PIPING AND EQUIPMENT

21 08 00 COMMISSIONING OF FIRE SUPRESSION

21 11 19 FIRE DEPARTMENT CONNECTIONS

21 12 00 FIRE SUPPRESSION STANDPIPES

21 13 13 WET-PIPE SPRINKLER SYSTEMS

DIVISION 22 - PLUMBING

22 05 13 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

22 05 16 EXPANSION FITTINGS AND LOOPS FOR PLUMBING

22 05 17 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

22 05 18 ESCUTCHEONS FOR PLUMBING PIPING

22 05 19 METERS AND GAUGES FOR PLUMBING PIPING

22 05 23 GENERAL-DUTY VALVES FOR PLUMBING PIPING

22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

22 05 48 VIBRATION CONTROLS FOR PLUMBING PIPING AND EQUIPMENT

22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

22 07 19 PLUMBING PIPING INSULATION

22 08 00 COMMISSIONING OF PLUMBING

22 11 16 INDUSTRIAL WATER PIPING

22 11 19 DOMESTIC WATER PIPING SPECIALTIES

22 11 23 FACILITY – NATURAL GAS PIPING

22 12 23.11 FACILITY INDOOR PLUMBING STORAGE TANKS

22 13 16 DRAINAGE PIPING

22 13 19 DRAINAGE PIPING SPECIALTIES

22 13 19.13 BUILDING DRAINS

22 14 29 SUMP PUMPS

22 31 00 WATER TREATMENT SYSTEMS

22 63 13 SPECIALITY GAS PIPING

22 67 13 PROCESSED WATER PIPING

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 13 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

23 05 16 EXPANSION FITTINGS FOR HVAC PIPING

23 05 18 ESCUTCHEONS FOR HVAC PIPING

23 05 19 METERS AND GAGES FOR HVAC PIPING

23 05 23.11 GLOBE VALVES FOR HVAC PIPING

23 05 23.12 BALL VALVES FOR HVAC PIPING

23 05 23.13 BUTTERFLY VALVES FOR HVAC PIPING

23 05 23.14 CHECK VALVES FOR HVAC PIPING

23 05 23.15 GATE VALVES FOR HVAC PIPING

23 05 29 HANGERS, SLEEVES, AND SUPPORTS

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23 05 23 05 46 COATINGS FOR HVAC

23 05 48 VIBRATION CONTROL FOR HVAC PIPING AND EQUIPMENT

23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 13 DUCT INSULATION

23 07 16 HVAC EQUIPMENT INSULATION

23 07 19 HVAC PIPING INSULATION

23 08 00 COMMISSIONING OF HVAC

23 09 23 DDC CONTROL SYSTEM AND DEVICES FOR HVAC

23 09 93 SEQUENCE OF OPERATIONS FOR HVAC CONTROL

23 09 95 DATA AND CONTROL POINTS LIST

23 10 00 INTEGRATED AUTOMATION – GENERAL REQUIREMENTS

23 10 02 INTEGRATED AUTOMATION – GRAPHICAL REQUIREMENTS

23 10 23 PLC CONTROLS SYSTEMS FOR HVAC

23 10 23.11 CONTROL VALVE ACTUATORS

23 10 23.12 CONTROL DAMPERS

23 10 23.14 FLOW INSTRUMENTS

23 10 23.17 LEVEL INSTRUMENTS

23 10 23.18 LEAK DETECTION INSTRUMENTS

23 10 23.19 MOISTURE INSTRUMENTS

23 10 23.23 PRESSURE INSTRUMENTS

23 10 23.27 TEMPERATURE INSTRUMENTS

23 10 25 INTEGRATED AUTOMATION NETWORK INFRASTRUCTURE

23 10 35 INTEGRATED BUILDING MANAGEMENT SYSTEM

23 13 23 DOUBLE WALL CONTAINMENT TANKS FOR HVAC

23 21 13 HYDRONIC PIPING

23 21 16 HYDRONIC PIPING SPECIALTIES

23 21 23 HYDRONIC PUMPS

23 21 24 PREFABRICATED PUMP VAULTS

23 22 13 STEAM AND CONDENSATE PIPING

23 22 16 STEAM AND CONDENSATE HEATING PIPING SPECIALTIES

23 23 00 REFRIGERANT PIPING

23 31 13 METAL DUCTS

23 33 00 AIR DUCT ACCESSORIES

23 33 46 FLEXIBLE DUCTS

23 34 13 HVAC FANS

23 34 23 HVAC POWER VENTILATORS

23 37 13 AIR DIFFUSTERS

23 41 00 PARTICULATE AIR FILTRATION

23 52 16 BOILERS

23 53 13 BOILER FEEDWATER PUMPS

23 57 00 HEAT EXCHANGERS FOR HVAC

23 63 13 AIR COOLED REFRIGERANT CONDENSERS

23 64 26.13 AIR-COOLED ROTARY-SCREW WATER CHILLERS

23 73 13.19 INDOOR CUSTOM AIR-HANDLING UNITS

23 73 15 CUSTOM NITROGEN HANDLING UNITS

23 73 43.19 OUTDOOR CUSTOM AIR-HANDLING UNITS

23 81 23 COMPUTER ROOM AIR CONDITIONING UNITS

23 82 39 PROPELLER UNIT HEATERS

23 84 12.23 DIRECT STEAM INJECTION HUMIDIFIERS

DIVISION 26 - ELECTRICAL

26 05 10 ELECTRICAL WORK – GENERAL

26 05 13 MEDIUM VOLTAGE CABLE

26 05 20 ELECTRIC WIRES AND CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

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26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

26 05 34 METAL ENCLOSED CABLE BUS SYSTEM

26 05 36 CABLE TRAYS FOR ELECTRICAL SYSTEMS

26 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

26 05 44 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING

26 05 53 ELECTRICAL IDENTIFICATION

26 05 70 ELECTRICAL SYSTEM STUDIES

26 05 90 ELECTRICAL CONTROLS AND MISCELLANEOUS ELECTRICAL EQUIPMENT

26 08 00 COMMISSIONING OF ELECTRICAL SYSTEMS

26 08 13 FIELD INSPECTION AND ACCEPTANCE TESTS

26 09 13 ELECTRICAL POWER MONITORING AND CONTROL

26 09 23 LIGHTING CONTROL DEVICES

26 12 19 PAD MOUNTED TRANSFORMERS

26 13 03 MEDUIM VOLTAGE PADMOUNTED SWITCHGEAR

26 13 13 MEDIUM VOLTAGE CIRCUIT BREAKER SWITCHGEAR

26 20 00 ELECTRIC MOTORS

26 22 13 LOW VOLTAGE DISTRIBUTION TRANSFORMERS

26 22 14 DRY TYPE TRANSFORMERS

26 24 13 LOW VOLTAGE SWITCHBOARDS

26 24 16 PANELBOARDS

26 27 26 WIRING DEVICES

26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 29 13 ENCLOSED CONTROLLERS

26 29 23 VARIABLE FREQUENCY MOTOR CONTROLLERS

26 32 13 ENGINE GENERATORS

26 33 23.11 CENTRAL BATTERY EQUIPMENT FOR EMERGENCY LIGHTING

26 36 00 TRANSFER SWITCHES

26 41 13 LIGHTNING PROTECTION FOR STRUCTURES

26 43 00 SURGE PROTECTIVE DEVICES

26 50 00 INTERIOR LIGHTING

26 52 13 EMERGENCY AND EXIT LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 13 23 OPTICAL FIBER BACKBONE CABLING

27 13 43 COMMUNICATION SERVICES CABLING

27 53 19 DISTRIBUTED ANTENNA SYSTEM (DAS)

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 15 00 ACCESS CONTROL HARDWARE DEVICES

28 20 00 VIDEO SURVEILLANCE

28 31 00 FIRE & EMERGENCY VOICE ALARM SYSTEM

Site and Infrastructure Subgroup

DIVISION 31 - EARTHWORK

31 10 00 SITE CLEARING

31 22 00 GRADING

31 23 00 EXCAVATION AND FILL

31 23 05 ROCK FILL

31 23 10 GEOGRID REINFORCEMENT

31 23 19 DEWATERING

31 23 33 TRENCHING AND BACKFILL

31 25 13 EROSION AND SEDIMENT CONTROL

31 35 19.16 ENGINEERED WRAP-FACED VEGETATED SOLUTION

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31 50 00 EXCAVATION SUPPORT AND PROTECTION

31 63 29 DRILLED CONCRETE PIERS AND SHAFTS

31 70 05 BLASTING

31 71 35 MUCK AND EXCAVATED MATERIAL DISPOSAL

31 72 13 ROCK REINFORCEMENT AND INITIAL SUPPORT

31 72 15 SHOTCRETE

31 73 19 CURTAIN GROUTING

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 12 00 FLEXIBLE PAVING

32 15 45 GRAVEL ROADWAY

32 31 13 CHAIN LINK FENCES AND GATES

32 90 00 SITE RESTORATION

DIVISION 33 - UTILITIES

33 00 00 SITE UTILITY SYSTEMS

33 40 00 STORM DRAINAGE UTILITIES

DIVISION 40, 41 AND 46 – SPECIALTIES

40 05 19 HDPE PIPE

41 22 13.13 BRIDGE CRANES

41 22 23 MONORAIL AND HOIST SYSTEM

46 33 66.03 MUON KERN DESCALING SYSTEM

END OF TABLE OF CONTENTS

GENERAL REQUIREMENTS

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AECOM Project Number 60633857

SECTION 01 00 10 – GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Subcontract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 PURPOSE

A. The Subcontractor is required to plan, control, and deliver the Work according to the Construction Drawings and Construction Specifications incorporated into the subcontract. The Project must possess complete, functional systems that conform to the Construction Specifications, industry standards, and regulatory requirements and must be assembled safely and in a workmanline manner according to industry standards, requirements, and best practices. In the event of conflict, the Subcontractor shall comply with the more stringent requirement.

1.3 SUMMARY

A. The Subcontractor shall include all labor, materials, equipment, transportation, services, occupational exposure monitoring and supervision required to maintain project work sites that meet the ES&H requirements found in Section 01 31 00.

B. The Subcontractor shall utilize its knowledge and experience to anticipate and include in the cost of the Work any work which may be required or reasonably inferred from the Construction Specifications and Construction Drawings, but are not specifically expressed herein, in order to provide a complete and fully functional facility and/or system.

1.4 REFERENCES

A. Refer to Section 01 42 20 – References.

1.5 SITE LOCATION

A. The Subcontractor shall confine all operations (including storage of materials) within the project area.

B. The project is located on the Fermi National Accelerator Laboratory (Fermilab) Site, adjacent to the city of Batavia, Illinois, within Kane County. Within Fermilab, the project is situated on the north and west side of the Main Injector Ring. Access to the site is via the Kautz Rd construction gate on Rt 56 (Butterfield Rd), along Kautz Rd north to Indian Creek Rd.

1.6 PROJECT INFORMATION

A. Project Identification: NSCF Beamline Complex, Project 6-15-11

B. Architect/Engineer: AECOM Technical Services, Inc., 303 Wacker Drive, Suite 1400, Chicago, IL 60601

C. FRA Commissioning Authority: Burns & McDonnell Engineering Company, Inc., 200 W. Adams St, Suite 2700, Chicago, IL 60606

D. Construction Manager as Advisor (CMa): As designated in Subcontract.

E. FRA Construction Coordinator: As designated in Subcontract.

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AECOM Project Number 60633857

1.7 DESCRIPTION OF WORK

A. The Long-Baseline Neutrino Facilities (LBNF) Deep Underground Neutrino Experiment (DUNE) Project will provide facilities to enable a world-class program in neutrino physics that can measure fundamental physical parameters, explore physics beyond the Standard Model, and better elucidate the nature of matter and anti-matter. Specifically, the LBNF/DUNE-US Project will build a new high-intensity neutrino beam at Fermilab aimed at the LBNF Far Site, SURF, 1,300 km away; the associated DUNE Project will build neutrino detectors at Fermilab and SURF. The experiment will be optimized for precision measurement of neutrino oscillations with the goal of searching for charge parity-violation in the neutrino sector, as well as making other precision oscillation measurements. The Near Site Conventional Facilities (NSCF) provides the new service buildings, underground enclosures, utilities, roads, hardstands, and other conventional facilities features needed for operation of the LBNF Beamline and DUNE Near Detector.

B. This Subcontract is for the NSCF Beamline Complex and is comprised of the following elements. The Subcontractor’s scope of work is not limited to the general work outline described below. The Subcontractor shall perform all work required to complete the construction work in accordance with the drawings and specifications. The description and quantities listed below are general in nature and are only intended to describe the range and complexity of this scope of work. The description provided below is not to be used as the basis for establishing a cost proposal. Specific quantities and definitions of the scope of work for providing a proposal shall be based solely on estimates developed by the Offeror from the drawings, specifications, and the information obtained from examining of the project site.

1. Site Work Site Work includes new utilities and roads, mass earthwork, and other site improvements necessary to accommodate the LBNF Beamline Complex enclosures and buildings.

2. Pre-Target The Pre-Target are the facilities necessary to extract a beam of protons (the primary beam) from Fermilab’s Main Injector accelerator and direct it toward the LBNF target on a trajectory toward the Far Detectors. These facilities include:

a. Extraction Enclosure

The Extraction Enclosure is an underground cast-in-place concrete underground enclosure that intersects and supports the existing Main Injector enclosure and allows the extraction of the LBNF primary beam from the Main Injector.

b. Primary Beam Enclosure The Primary Beam Enclosure is an underground cast-in-place and precast concrete underground enclosure that connects the Extraction Enclosure to the Target Hall Complex and houses the primary beam magnet string used to direct the primary beam from the Main Injector toward the Target Hall Complex on a trajectory towards the DUNE Far Detector in South Dakota. The majority of the Primary Beam Enclosure is founded on deep foundations.

c. Primary Beam Service Building The Primary Beam Service Building is a single-story, at-grade, shallow-founded insulated metal panel building housing power supplies, heat rejection, and other facilities to support the primary beam.

3. Target Complex The Target Complex is a large, complex, massively-shielded at-grade cast-in-place concrete and insulated metal panel building founded on deep foundations that houses the LBNF target pile where the primary beam interacts with the target to produce the beam of particles that decay into the neutrino beam.

4. Decay Region The Decay Region comprises a 194-meter long, 4-meter diameter, double-walled steel vessel set at a downward slope on a trajectory towards the Far Site. The beam of particles leaving the Target Hall pass through the Decay Region where a portion decay into neutrinos. The Decay Region vessel is shielded with a minimum thickness of 5.6 meters of concrete and is enclosed in a below-

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AECOM Project Number 60633857 grade concrete structure. The inner steel vessel contains helium and the outer vessel annulus is cooled with gaseous nitrogen supplied from the Target Hall Complex.

5. Absorber Complex The Absorber Complex is a multi-level structure that includes a service building at the surface and concrete shaft structure housing underground levels for equipment and support systems for the Absorber. The Absorber prevents particles other than neutrinos from continuing downstream.

1.8 MATERIALS & EQUIPMENT FURNISHED BY FRA

A. Blue Blocks and recovered steel will be furnished for this project.

1.9 SERVICES FURNISHED BY FRA

A. Fermilab will furnish the services as described below:

1. Drinking Water: Fermilab will not provide drinking water for this project.

2. Toilet Facilities: Fermilab will not provide toilet facilities for this project.

3. Utility Locates: FRA will provide locations of existing known utilities as defined in Section 01 31 00

Articles 1.12 and 3.1. The Subcontractor shall excavate electrical, fiber optics, and gas utilities, in accordance with Section 01 31 00 Article 1.12, paragraph A, 4.

B. Subcontractor shall coordinate access to Fermilab existing utility and building services with the FRA Construction Coordinator:

1. FRA will de-energize and re-energize the existing Domestic Water System (DWS), Industrial Cooling Water (ICW), Low Conductivity Water (LCW), fire protection suppression system, electrical services entering facilities, and fire detection in the building(s). These activities shall be coordinated through the FRA Construction Coordinator. The FRA Construction Coordinator shall be notified a minimum 48 hour prior to systems needing to be de-energized.

C. Subcontractor shall coordinate requests for FRA permits or furnished services with the FRA Construction Coordinator.

1. The FRA Construction Coordinator coordinates issuance of FRA permits; reference Section 01 31 00 for additional information.

2. The FRA Construction Coordinator or designee processes requests for and provides disablement of existing systems. Availability and use of existing Fermilab utility services will comply with Section 01 31 00, Article 1.12, Paragraph B.

D. Electrical Power:

1. Electric power will be furnished free of charge by FRA for the Subcontractor’s use. Connections to existing power sources are the responsibility of Subcontractor.

2. Installation of the Subcontractor’s electrical power distribution shall include ground-fault circuit protection and shall be subject to FRA approval.

3. Any additional power required but not specified herein shall be furnished and paid for by the

Subcontractor. If Subcontractor is unable to connect FRA-provided power sources, or requires power in addition to FRA-provided power, Subcontractor shall furnish and pay for any other power used.

1.10 ITEMS AFFECTING WORK PLANNING

A. Safety Representative: Subcontractor Safety Representative is required on the project. Reference Section 01 31 00, Article 1.15 for further information.

B. Additional Training: Additional training provided by FRA other than the Subcontractor’s orientation as specified in Section 01 31 00, Article 1.17 for further information:

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1. Project Site Specific Radiological Worker Training is required for workers working within 30 feet of the Main Injector standoff zone and Booster Neutrino Beamline

2. Fermilab Escort Training is required for workers that will be escorting unbadged workers, mechanics and deliveries.

3. Fermilab Radiological Worker, Controlled Access and LOTO II Training is required for workers accessing and/or working within 30 feet of the Main Injector standoff zone prior to and after the Main Injector Shutdown Period.

C. Erosion Control: Subcontractor to refer to Section 31 25 13 – EROSION AND SEDIMENT CONTROL and Section 01 31 00 Article 1.13.

D. Metal Recycling: Subcontractor to refer to Section 01 74 19 – CONSTRUCTION WASTE

MANAGEMENT AND DISPOSAL.

1. Subcontractor must obtain decision if metal is or is not acceptable for recycling by ESH&Q

Radiation Safety. If found to be not acceptable, FRA Construction Coordinator will arrange for a Fermilab-provided metal recycle dumpster for the Subcontractor to locate the metal in, reference Section 01 31 00, Article 1.18, Paragraph C for additional information: coordinated with SECTION 01 74 19.

E. Waste Disposal: Subcontractor to refer to Section 01 74 19 – CONSTRUCTION WASTE

MANAGEMENT AND DISPOSAL.

1. FRA will dispose of existing regulated waste or FRA-generated regulated waste. The

Subcontractor is permitted to dispose of any regulated waste that is generated during the performance of this Subcontract. However, Subcontractor is required to notify the FRA Construction Coordinator prior to the commencement of any regulated waste generation and off-site shipments of any waste materials destined for disposal.

2. Any construction demolition materials created within the 30 ft exclusion zone must be stockpiled and scanned by FRA prior to removal and disposal. No removal of any materials including soils, construction demolition, or other materials from within the 30 ft exclusion zone are permitted to be removed or disposed of without permission from FRA.

F. Work Restrictions associated with Accelerator Operations:

1. Construction work is prohibited within 30 feet of existing accelerator beamlines, including the Main

Injector Shielding Zone Area (defined on Contract Drawings as 30’-0”) and the Booster Neutrino Beamline, during periods when the Accelerator is operational.

2. All work identified to occur within this zone must be executed during the Accelerator Shutdown Periods listed below.

a. Summer Shutdown Period, unless otherwise noted: typically July 1st through September 30th. Actual dates may vary and are scheduled each year by FRA Operations.

b. Long Shutdown Period, tentative dates: January 1, 2028 – December 31, 2029

1.11 ELECTRONIC PROJECT DRAWINGS

A. FRA may, at the Subcontractor’s request and in accordance with specifications, release electronic project drawings for use in the preparation of shop drawings by the Subcontractor or Sub-tier subcontractors or vendors. By accepting these files, the Subcontractor understands and agrees that each electronic drawing is provided in connection with the above-identified project only. The drawings as incorporated into Subcontract are and will remain the record document for the Project. Use of electronic drawings does not relieve the Subcontractor from verifying or checking the information contained within the electronic drawings. The electronic drawings may not reflect all quantities, surface areas, and volumes, and may not completely describe all Architect/Engineer elements that may have an impact on the actual construction of the Project.

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B. These electronic drawings will be distributed to the Subcontractor utilizing FRA’s current file and media format by an FRA authorized person.

C. The project design drawings reflect the intent and scope of the project and general routing. The routing of utilities and building/facility services indicated on the design drawings is for providing proposal only.

The Subcontractor and/or Sub-subcontractors are expected to make a site visit prior to submitting a proposal; make allowances for all necessary adjustments for the actual system installation; to examine physical conditions which may be material to the performance of its work; and coordinate the actual routing as necessary to accommodate the existing conditions and obstructions.

1.12 PARKING AND STAGING AREA

A. The Subcontractor’s parking and staging area is designated in the drawings.

B. Parking of the Subcontractor’s and the Sub-tier subcontractors’ vehicles shall be confined to the Subcontractor’s designated construction and parking areas.

C. The Subcontractor shall provide and maintain temporary barricades, fences, or other means to delineate the construction limits, as required for the protection of FRA employees. Provide signage at all entrances to the construction site with the Subcontractor’s company’s name and contact information. Signage shall include: Danger Construction Area, Do Not Enter. Visitors shall sign-in with the FRA Construction Coordinator and the Subcontractor’s representative and must be made aware of the current hazards and conditions and be escorted either by the Subcontractor or the FRA Construction Coordinator.

D. No material shall be stored beyond the construction limits unless prior written arrangements have been made through the FRA Construction Coordinator.

1.13 SITE ACCESS AND HAULING

A. The Subcontractor shall use only established roadways and use such temporary roadways constructed by the Subcontractor when and as may be authorized by FRA. Where materials are transported during the course of the work, vehicles shall not be loaded beyond the loading capacity recommended by the manufacturer of the vehicles or prescribed by any Federal, State, or local law or regulation. When it is necessary to cross curbings or sidewalks, the Subcontractor shall protect them from damage. The Subcontractor shall repair or pay for the repair of any damaged curbs, sidewalks, or roads.

B. Construction equipment and deliveries to the site are restricted to the Kautz Road construction entrance.

Access to the site via other Fermilab gate entrances are restricted and must be arranged a minimum of 48 hours prior to the use of the access point through the FRA Construction Coordinator. All access into FNAL and existing FNAL must be right-in / right-out. Left turns into FNAL or out of FNAL at the Kautz Road construction entrance are strictly prohibited unless prior written authorization is provided by Fermilab.

C. Fermilab gate hours of operation

1. Kautz Road construction entrance: 6am to 6pm

2. Wilson Street entrance. (Alternate with written FRA approval required)

3. Batavia Road entrance. (Alternate with written FRA approval required)

4. Pine Street entrance. (Alternate with written FRA approval required)

D. Fermilab site access and hauling shall be subject to the following conditions:

1. Electronic communication devices, such as cell phones, texting devices, laptops, etc. must not be used while driving any motor vehicle on the Fermilab site.

2. All roads shall remain open to emergency traffic at all times.

3. All equipment and vehicles shall be confined to operating along defined construction roads and approved access routes.

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4. No overland hauling or off-road travel shall be permitted without prior approval of the FRA Construction Coordinator.

5. Interruption of normal traffic patterns or temporary road closings necessitated by movement of equipment or delivery of materials or utility installations shall require 72 hours advance notice to the FRA Construction Coordinator and shall require proper barricades, signage, and flag persons to divert normal traffic safely.

6. Traffic on paved roads shall be restricted to rubber-tired vehicles. Where crawler-mounted equipment is required to cross paved roads or areas, the pavement shall be suitably protected from damage to the satisfaction of the FRA Construction Coordinator.

7. Dust, debris, mud, and litter on any Fermilab roads caused by the Subcontractor's operations shall be removed by the Subcontractor in a manner as directed by the FRA Construction Coordinator.

8. Illinois Rules of the Road shall apply to the Subcontractor’s use of all existing roads on the Fermilab site.

9. The Subcontractor shall include a construction traffic access, routing, and maintenance plan.

1.14 TRANSPORTATION OF EQUIPMENT AND MATERIALS

A. Transportation of equipment and materials shall be subject to the following conditions:

1. Transportation of equipment and materials used by the Subcontractor at the job site shall be furnished by the Subcontractor at his/her own expense.

2. The Subcontractor shall be responsible for minimizing any interference with local traffic, other subcontractors and Fermilab operations.

3. The Subcontractor shall coordinate the anticipated schedule for major material deliveries and site hauling of excavated materials with the FRA Construction Coordinator.

1.15 TEMPORARY SERVICES AND FACILITIES

A. Subcontractor to refer to Section 01 50 00 – TEMPORARY FACILITIES AND CONTROLS

1.16 FERMILAB CLOSURE DATES

A. The Fermilab site is closed for major holidays and no construction activities shall occur, unless specifically approved by the FRA Construction Coordinator, on these days:

1. New Year’s Day – January 1st

2. Martin Luther King Jr. Day – 1st Monday after January 15th

3. Memorial Day – Last Monday in May

4. Juneteenth – June 19th

5. Independence Day – July 4th

6. Labor Day – 1st Monday in September

7. Thanksgiving Day – 4th Thursday in November

8. Day After Thanksgiving – Friday after Thanksgiving

9. Christmas Eve (1/2 Day) – December 24th

10. Christmas Day – December 25th

11. New Year’s Eve (1/2 Day) – December 31st

B. If any of these holidays occur on a weekend day, a weekday will be used for the holiday.

1.17 MATERIAL SUBSTITUTIONS

A. Refer to Section 01 25 00 – SUBSTITUTION PROCEDURES. In the event of conflict, the Subcontractor shall comply with the more stringent requirement.

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1.18 DOCUMENTATION

A. For Quality Control documentation refer to Section 01 41 00 – QUALITY REQUIREMENTS, in particular sub-section 1.5.G.

B. Refer Section 01 78 39 – PROJECT RECORD DOCUMENTS for record document requirements.

C. Refer to Section 01 77 00 – CLOSEOUT PROCEDURES for Final Acceptance documentation.

1.19 SUBCONTRACTOR’S REQUESTS FOR INFORMATION (RFI)

A. When the Subcontractor is unable to determine from the Contract Documents the exact material, process or system to be installed; or when the items of construction are required to occupy the same space (interference); or when an item of work is described differently at two places in the Contract Documents; or when other clarification is required; Subcontractor shall request a clarification through the RFI procedure set forth herein.

B. Requests for Information (RFIs) shall be submitted through the web-based project management system (WBPMS) with the information found in Attachment A. Each RFI shall be given a discrete, consecutive number. Each page of the RFI and of attachments to the RFI shall bear the RFI number and Project number. Resubmitted RFIs with additional information shall be RFI number with a .01 prefix for the first resubmitted RFI, .02 for the second, and so on.

C. RFIs from Sub-tier subcontractors shall be submitted through, reviewed by, given a number, and signed by the Subcontractor prior to submittal to FRA. The Subcontractor shall keep a log of the RFIs. RFIs submitted directly by Sub-tier subcontractors will be returned unanswered to the sender and the Subcontractor. Subcontractor shall be responsible for delays resulting from the necessity to resubmit an RFI.

D. Subcontractor shall carefully study the Subcontract documents to assure that the requested information is not available therein.

E. In all cases where RFIs are issued to request clarification of coordination issues (e.g., pipe and duct routing, clearances, specific locations of work shown diagrammatically, apparent interference and similar items), the Subcontractor shall furnish all information required to analyze and/or understand the circumstances causing the RFI in order to prepare a clarification or direction as to how Subcontractor shall proceed.

F. RFIs shall not be used for the following purposes:

1. To request approval of submittals.

2. To request approval of substitutions.

3. To request changes which entail additional cost or credit.

4. To request different methods of performing work than those indicated on the drawings and/or specified.

G. In the event the Subcontractor believes that a clarification by FRA results in additional cost, Subcontractor shall not proceed with the work indicated by the RFI until authorized by FRA Procurement Specialist to proceed by an approved Change Order, or FRA Procurement Specialist denies Subcontractor’s request for a Change Order based on a belief that the work is within the established scope of the Subcontract. Subcontractor may pursue a claim for additional compensation or time to complete under the provisions of the Subcontract governing disputes, but the work, including the work that is the subject of a dispute, shall not be stopped or slowed in any way during the pendency of a dispute.

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H. FRA will return RFIs to the Subcontractor within 15 working days of receipt. RFIs received after 12:00 noon shall be considered received on the next regular workday for the purpose of establishing the start of the response period.

1.20 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words

“shall”, “shall be,” or “shall comply with” depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Subcontractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations scheduled on Drawings.

3. Keynoting: Materials and products are identified by reference keynotes referencing Specification

Section numbers found in this Specifications.

D. Nomenclature:

1. FRA is a prime contractor to the Department of Energy; therefore, contracts entered into by FRA with industry are subcontracts. The use of the “Contractor” and “Contract” are synonymous with “Subcontractor” and “Subcontract” throughout the Drawings and Specifications for this Work and are used to refer to the General Contractor selected by FRA to perform this Work.

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION

3.1 NOTICE TO PROCEED

A. The Notice to Proceed (NTP) represents the basis of the start of the project duration. The following describes the requirements for the Notice to Proceed:

1. The NTP is issued by the FRA Procurement Specialist.

2. The issuance of the NTP establishes the start of work on the Fermilab Site.

3. A project kickoff meeting may be required prior to the issuance of the NTP.

3.2 PROJECT SCHEDULE

A. This Project Complete milestone marks the completion of the project including punch list items, clean-up, and acceptance of as-built drawings and if required, submittals.

B. Refer to Section 01 30 00 – PROJECT MANAGEMENT AND COORDINATION for information pertaining to progress, coordination, and construction meeting requirements.

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3.3 QUALITY CONTROL AND CONTROL OF INSTALLATION

A. Refer to Section 01 41 00 – QUALITY REQUIREMENTS for information pertaining to Quality Control.

B. The Subcontractor is responsible for all activities necessary to manage, control, and document that work complies with the Subcontract documents. The Subcontractor’s responsibility includes ensuring adequate Quality Control services are provided for work accomplished on and off the site by its organization, suppliers, sub-tier contractors, technical laboratories, and consultants.

C. The work activities include safety, submittal management, testing and inspection, and all other functions relating to the requirement for quality construction.

3.4 ACCEPTANCE

A. Refer to Section 01 77 00 – CLOSEOUT PROCEDURES for general information on submittals, inspections, and closeout documents and procedures.

END OF SECTION 01 00 10

ATTACHMENT A

REQUEST FOR INFORMATION

Date:

Project Name: RFI No.:

To: Project No.:

Subject: Submitted By:

Spec.. No.: Article/Par.: Drwg. No.: Detail:

Request:

Response:

ALTERNATES

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SECTION 01 23 00 – ALTERNATES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Subcontract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for alternates.

1.3 DEFINITIONS

A. Alternate: An amount proposed by Proposers and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if FRA decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Subcontract.

1. Alternates described in this Section are part of the Work only if enumerated in the Contract

Documents.

2. The cost or credit for each alternate is the net addition to or deduction from the Subcontract Price to incorporate alternates into the Work. No other adjustments are made to the Subcontract Price if an option is exercised.

1.4 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate.

B. Execute accepted alternates under the same conditions as other work of the Subcontract.

C. Schedule: A schedule of alternates is included at the end of this Section. Specification sections referenced in the schedule contain requirements for materials necessary to achieve the work described under each alternate.

PART 2 - PRODUCTS (Not Used)

ALTERNATES

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PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. Alternate No. 1 Closed loop

1. Base Bid: The base bid requirement includes procurement and installation of site loop switches, electrical duct bank, communications duct bank, power man-holes, communications hand-holes, pulling in the site loop power conductors, and termination of those conductors to the site loop switches and substation equipment. This work is described on drawings GE-001 through GE-016 and E-SW-101 through E-SW-603. The specifications pertaining to this scope are included in Divisions 26, 27, 31, and 33.

2. Alternate: The alternate bid requirement includes procurement and installation of the site loop power conductors “LBNF Feeder No. 2”, and termination of those conductors to the site loop switches and substation equipment. This work is described on drawings GE-001 through GE-016 and E-SW-101 through E-SW-603 where a Bid Alternate is indicated. The specifications pertaining to this scope are included in Divisions 26, 27, 31, and 33.

END OF SECTION 01 23 00

SUBSTITUTION PROCEDURES

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SECTION 01 25 00 – SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Subcontract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Requirements:

1. Section 01 00 10: General Requirements

2. Section 01 23 00: Alternates

3. Section 01 33 00: Submittals

4. Section 01 60 00: Product Requirements

1.3 DEFINITIONS

A. Types of Substitution Requests:

1. Substitutions for Cause: Changes proposed by Subcontractor that are required due to changed

Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Subcontractor that are not required in order to meet other Project requirements but may offer advantage to Subcontractor.

a. Substitutions for Convenience are not permitted.

1.4 ACTION SUBMITTALS

A. Submit three (3) copies of each request for consideration, if a physical submission is applicable. Identify product or fabrication or installation method to be replaced. Include the Specification Section number and title and drawing numbers and titles. The submittal shall contain the same information pertaining to the original specified product for purposes of comparison.

B. The submittal shall explain fully the differences, if any, between the original specified product and proposed substitute product.

C. Any change to the Drawings or Specifications for related work required for proper installation of the proposed substitute product shall be indicated in the submittal.

D. If the proposed substitute product requires alterations of any kind to other equipment or construction or necessitates any engineering design changes for its proper installation, such alterations and engineering design changes shall be accomplished at no cost to FRA.

E. The substitute submittal must contain a statement detailing the cost and schedule impact of the proposed substitution.

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F. FRA has sole discretion to accept or reject the proposed substitution.

G. Substitution Requests shall:

1. Show compliance with requirements for substitutions and the following, as applicable:

a. Statement indicating why specified product or fabrication or installation cannot be provided.

b. Coordination information, including a list of changes or revisions needed to other parts of the

Work or existing Fermilab facility that will be necessary to accommodate proposed substitution.

c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.

d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

e. Samples, where applicable or requested.

f. Certificates and qualification data, where applicable or requested.

g. List of similar installations for completed projects with project names and addresses and names and addresses of Architect/Engineers construction contractors.

h. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.

i. Research reports evidencing compliance with building code in effect for Project, from ICC-

ES.

j. Detailed comparison of Subcontractor's construction schedule using proposed substitution with products specified for the Work, including effect on the overall time for performance. If specified product or method of construction cannot be provided within the specified period of performance, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.

k. Cost information, including a proposal of change, if any, in the Subcontract Price.

l. Subcontractor's certification that proposed substitution complies with requirements in the

Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.

m. Subcontractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

2. If necessary, FRA may request additional information or documentation.

a. Forms of Acceptance: Change Order or through the submittal process.

b. Use product specified if no decision on use of a proposed substitution is received.

H. If FRA accepts a substitution, the FRA Procurement Specialist will issue a notice of change or Change Order, as appropriate for the situation. Subcontractor shall use product specified if no decision on use of a proposed substitution is received.

1.5 QUALITY ASSURANCE

A. Investigate and document compatibility of proposed substitution with related products and materials.

Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.

1.6 PROCEDURES

A. Revise or adjust affected work as necessary to integrate work of the approved substitutions.

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PART 2 - PRODUCTS

2.1 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, and as stipulated above, but not later than 15 days prior to time required for preparation and review of related submittals.

1. Conditions: Subcontractor's request for substitution will be considered when the following conditions are satisfied. If the following conditions are not satisfied, request shall be returned without action, except to record noncompliance with these requirements:

a. Requested substitution is consistent with the Subcontract Documents and will produce indicated results.

b. Substitution request is fully documented and properly submitted.

c. Requested substitution will not adversely affect Subcontractor's construction schedule.

d. Requested substitution has received necessary approvals of authorities having jurisdiction.

e. Requested substitution is compatible with other portions of the Work.

f. Requested substitution has been coordinated with other portions of the Work.

g. Requested substitution provides specified warranty.

h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

B. Substitutions for Convenience: Not allowed.

C. FRA has the sole discretion to accept or reject the proposed substitution.

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 25 00

CONTRACT MODIFICATION PROCEDURES

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SECTION 01 26 00 – CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Subcontract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and…