SECTION C · 13.8 kv distribution project pole electrical installation details x-215b-e-32899 0...

PART I – THE SCHEDULE SECTION C – Statement of Work

Project: X-705 Electrical and Heating Renovation December 10, 2015

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SECTION C

STATEMENT OF WORK

for

X-705 ELECTRICAL AND HEATING RENOVATION

3930 U.S. Route 23 South P.O. Box 628

Piketon, OH 45661

Issued For Bid

10 December 2015



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TABLE OF CONTENTS

ARTICLE DESCRIPTION PAGE

1.0 DESCRIPTION OF WORK – GENERAL ....................................................................... 2

2.0 SPECIFICATIONS, DRAWINGS, ATTACHMENTS, AND EXHIBITS ........................... 2

3.0 DESCRIPTION OF WORK SPECIFIC ........................................................................... 5

4.0 MATERIAL, EQUIPMENT, OR SERVICES FURNISHED BY THE COMPANY ........... 8

5.0 TEMPORARY CONSTRUCTION FACILITIES AND UTILITIES ................................... 9

6.0 PERFORMANCE SCHEDULE & SEQUENCE OF WORK.......................................... 20

7.0 REPORTING REQUIREMENTS AND COORDINATION MEETINGS ........................ 23

8.0 CORRESPONDENCE, SUBMITTALS, & COMMUNICATION REQUIREMENTS...... 24

9.0 CLEAN-UP, SAFETY, WORK RULES, AND REGULATIONS ................................... 26

10.0 WASTE MANAGEMENT .............................................................................................. 26

11.0 SECURITY .................................................................................................................... 27

12.0 QUALITY ASSURANCE .............................................................................................. 27

13.0 CONSTRUCTION ......................................................................................................... 27

Exhibit 1 Milestone Schedule Exhibit 2 Acronyms Exhibit 3 Bill of Materials - Furnished by COMPANY Exhibit 4 WEMS Security Protocol Exhibit 5 Construction Sign



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1.0 DESCRIPTION OF WORK – GENERAL

Except as otherwise expressly provided herein, and/or specifically identified as furnished and/or installed by others, CONTRACTOR shall supply all adequate and competent labor, management and oversight, field supervision, labor coordination and scheduling, tools, construction equipment, installed and consumable materials, services, testing devices, temporary warehousing and preventative maintenance (per manufacture recommendation & requirements) for staged and/or stored materials and equipment - inclusive of, but not necessarily limited to, each and every item of expense necessary for the completion of: fabrication, field erection, application, handling, hauling, unloading & receiving, installation, construction, related penetrations and terminations, quality control, inspections, calibrations, testing, training, as-built drawings, signage, labeling and placards, for the X-705 Electrical and Heating Renovation, hereinafter called the Work.

The term COMPANY, used herein, refers to Fluor-BWXT Portsmouth LLC.

2.0 SPECIFICATIONS, DRAWINGS, ATTACHMENTS, AND EXHIBITS

All CONTRACTOR Work shall be performed in strict accordance with the following specifications, drawings, reference documents and site specific procedures and other documents, which by this reference are made a part hereof.

2.1 Specifications

Civil, Structural & Architectural Specifications

Specification No. Rev. Date Title

03300 2 4/4/12 Cast-in-Place Concrete

04020 0 12/6/11 Unit Masonry

05100 2 7/2/13 Structural Steel

07600 0 5/10/12 Flashing and Sheet Metal

09900 0 3/27/13 Field & Finish Painting

Electrical Specifications

Specification No. Rev. Date Title

16100 5 12/10/13 Electrical – Basic Materials and Methods

16112 0 5/22/12 Rigid Metallic Conduit and Fittings

Note: Unless otherwise specified, comply with manufacturer's latest printed instructions for materials, supply, storage, and installation methods.



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Notify the COMPANY in writing of any conflict between COMPANY specifications and the manufacturer's, or other, specifications/instructions. The COMPANY will designate which document is to be followed.

2.2 Codes and Standards

CONTRACTOR’s Work scope shall adhere to all applicable national, state, local, and COMPANY’s codes/standards, including the following:

Code / Standard Title

IEEE C2 – 2012 or later National Electrical Safety Code (NESC)

NFPA 70 – 2011 or later National Electrical Code (NEC)

NFPA 70E – 2012 Standard for Electrical Safety in the Workplace

29CFR1926 Occupational Health & Safety Administration (OSHA)

10 CFR 851 Worker Safety &Health Program

NRTL National Recognized Testing Laboratories

NIST National Institute of Standards and Technology

NERC North American Energy Reliance Corporation

ANSI Z540.1 Calibration Laboratories and Measuring and Test

Equipment General Requirements

OSHA 29 Code of Federal

Regulations (CFR) Part 1910,

Subpart S

Electrical

2.3 Drawings

Drawing No. Revision Title

DX-761-1348-E A X-705 HEATING SITE PLAN

DX-761-1349-E A X-705 HEATING WORK INSTRUCTIONS AND GENERAL NOTES

DX-761-1350-E A X-705 HEATING ONE-LINE, PANEL SCHEDULE, CABLE TRAY & GROUNDING ELECTRODE SYSTEM

X-705-205.50-E A X-705 HEATING 480 VOLT POWER PLAN CONDUIT LAYOUT AND DETAILS

X-705-205.51-E A X-705 HEATING 480 VOLT POWER CONDUIT DETAILS



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2.4 Reference Drawings

The drawings listed below are provided as reference information for bid preparation. Bidder consideration of this information does not alleviate or limit the CONTRACTOR’s responsibility to verify and ascertain the conditions in accordance with Section H, Clauses H.68 - Differing Site Conditions and H.69 - Site Investigation and Conditions Affecting the Work. These drawings and other solicitation information, sketches, exhibits, drawings and site visits shall be used to quantify and determine the conditions at the project site.

Reference Drawing #

Rev Title

X-215B-E-32101 0 13.8 KV DISTRIBUTION PROJECT POLE INSTALLATION DETAILS

X-215-B-E-32103 0 13.8 KV DISTRIBUTION PROJECT POLE ELECTRICAL INSTALLATION DETAILS

X-215B-E-32899 0 13.8 KV DISTRIBUTION PROJECT POLE SWITCH TABULATION CHART

X-215B-E-33012 A X-780 – ELECTRICAL DISTRIBUTION POLE ELECTRICAL INSTALLATION DETAILS

X-705-1701 20M 3 GEOMETRICALLY SAFE STORAGE PIPING PLAN 7 SECTIONS COLUMNS 10 TO 15

X-705-1702.10-M B1 GEOMETRICALLY SAFE STORAGE SECTIONS

2.5 Attachments

Refer to Section J for attachments.

2.6 Exhibits

Exhibit No. Title

Exhibit 1 Milestone Schedule

Exhibit 2 Acronyms

Exhibit 3 Bill of Materials - Furnished by COMPANY

Exhibit 4 WEMS Security Protocol

Exhibit 5 Company’s Project Communication Sign



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3.0 DESCRIPTION OF WORK SPECIFIC

The Work described in Articles 1.0 and 2.0 shall include, but is not necessarily limited to, the following:

3.1 General Information

3.1.1 Information contained within this section of the SOW is intended to clarify and delineate work scope responsibility of CONTRACTOR and COMPANY, not necessarily how the work is to be performed. All work shall be performed in accordance with the drawings provided.

3.1.2 The electrical upgrades will include bringing an additional overhead feeder line into the facility, installing a unitized power center (primary switch, transformer, and breaker panels in one package) and installing conduit, wire and receptacles. With the above stated upgrades the facility could utilize portable electric heaters to maintain satisfactory working conditions.

3.1.3 CONTRACTOR shall meet all specified and unspecified requirements as necessary to complete the Work. CONTRACTOR shall adhere to the requirements of the COMPANY approved Specifications, Drawings, Quality Assurance Plans, Health and Safety Plans, Work Control Documents and all other documents required for execution of the Work, including compliance with all applicable codes and standards, as listed in section 2.2 “Codes and Standards”.

3.1.4 Any proposed deviations from the COMPANY’s approved documents must be submitted in writing to the COMPANY for review and acceptance, prior to any change.

3.1.5 All construction materials furnished by the CONTRACTOR shall be new, suitable for their application/intended use, and be nationally rated and/or recognized by a nationally recognized testing laboratory (NRTL).

3.1.6 Contractor may mobilize once they have received an “A” or “B” status on all required pre-mobilization submittals and Authorization to Mobilization has been given.

3.1.7 Contractor shall coordinate all mobilization activities with the Contract Technical Representative (CTR).

3.1.8 Contractor shall coordinate with the CTR to establish the field office location, break area, smoking area, lay down area, staging area and other temporary facilities. Changes to the work area layout must be approved by the CTR prior to making the change.



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3.1.9 Contractor shall install the Company’s project communication sign at a location directed by the CTR. See Exhibit 5.

3.1.10 Contractor shall establish work areas with construction fencing, rope, and or tape, as appropriate. Personnel gates shall be fixed to stanchions with signage stating “GATE”. Stanchions shall be located on grade. Stanchions must be able to be removed to increase the size of the opening to allow for emergency vehicle access. Gates shall be in place in the closed position when not in use.

3.1.11 Contractor shall provide and install safeguards including but not limited to safety/ warning signs, such as the required personal protection equipment (PPE) signage at each work area. Signage shall be placed every 25-feet around the defined zone.

3.2 Engineering and Design

3.2.1 Design (specifications and drawings) used for the execution of the work will be provided by the COMPANY.

3.2.2 One complete copy of legible Red-Lined Mark-up Drawings with actual dimensions and as-built conditions shall be submitted by the CONTRACTOR, to the COMPANY.

3.3 General Electrical Work

Note: Areas within site buildings are radiologically controlled. Work within radiologically controlled areas shall be performed in accordance with COMPANY-issued radiological work permits (RWPs).

3.3.1 General Work Scope:

1. CONTRACTOR shall install all poles, transformers, service panels, conduit/wire, disconnect switches, panel boards, and electric heaters, as shown on drawings.

2. CONTRACTOR shall perform all connections to new equipment that are not currently in service.

3.4 Specific Electrical Work

3.4.1 This project will require installation of the following major components (conduit/wire lengths are approximate):

Three (3) utility poles

Three (3) 500 kVA transformers

One (1) transformer platform

One (1) pole switch



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Four (4) 600 amp service panels

Conduit and associated wire

Four (4) 600 amp panel boards

Forty (40) disconnect switches

Forty (40) electric heaters with thermostat

3.5 Installation Qualification

3.5.1 CONTRACTOR shall provide all the necessary supervision and field personnel, required equipment, testing devices, calibration and calibration records, materials, consumables items, tools, parts and spare parts required for Installation Qualification – plan, inspection performance, and verification report.

3.5.2 All calibrated tooling, instrumentation and testing devices, used for acceptance testing of installed equipment, shall be calibrated to National Institute of Standards and Technology (NIST).

3.5.3 CONTRACTOR, as part of their project quality assurance program, shall describe how they will perform and document static (installed) inspection of all components and hardware. The plan shall include all required factory inspections, calibrations, and testing. Contractor shall submit the inspection plan and checklist sheets for COMPANY’s approval.

3.5.4 CONTRACTOR shall sign and submit the completed inspection verification report with the associated completed checklist sheets and reports upon completion of the inspections.

3.6 Pay Item Descriptions

3.6.1 The Pay Item Descriptions as defined in Section B show activities for which CONTRACTOR shall report progress and use for invoicing.

3.6.2 CONTRACTOR shall submit a value for each pay item. The value shall correspond to each Pay Item Description (including profit, overhead, insurance, additional training, submittal documents, and all other not specifically listed as a pay item) and shall be proportional to each item’s value.

3.6.3 COMPANY will review each pay item value to ensure that the value is consistent with the Work performed. Pay item values not found acceptable shall be revised and resubmitted. Payments cannot be made until the COMPANY approves the pay item values.



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4.0 MATERIAL, EQUIPMENT, OR SERVICES FURNISHED BY THE COMPANY

COMPANY will furnish or cause to be furnished to CONTRACTOR, without cost to CONTRACTOR, the following items for (or in connection with) performance of the Work:

4.1 Services:

4.1.1 A pre-job radiological evaluation will be performed by COMPANY’s Health Physics (HP) representatives to verify radiological controls. This will also be required for materials and equipment brought onto the FBP site by CONTRACTOR. In addition, HP will randomly monitor during scope execution to verify worker safety. Pre-job and during-job HP monitoring will occur for surface penetrations and work performed within contamination areas.

4.1.2 COMPANY will perform on-site safety and health monitoring to ensure compliance with COMPANY ES&H requirements.

4.1.3 Escorts will be provided by the COMPANY for un-cleared workers on a maximum ratio of 1:5 (1 Escort to 5 CONTRACTOR personnel).

4.2 Materials and Equipment

4.2.1 See Exhibit 3 for COMPANY-furnished materials and equipment. CONTRACTOR must confirm and satisfy themselves with the accuracy of Exhibit 3. CONTRACTOR shall take control of and have sole responsibility of all COMPANY-furnished materials within one (1) week after mobilization.

4.2.2 CONTRACTOR shall provide all necessary resources to receive, transport, stage, store and maintain COMPANY-supplied materials in accordance with the instructions provided in the Contract and SOW.

4.2.3 Notwithstanding the Article entitled the "Permits, Applications and Licenses" in Section H - Special Contract Requirements, the COMPANY will furnish the permits listed in Article 5.2.18 below.

4.2.4 Inspection of the Work required by governmental agencies shall be arranged by the COMPANY. CONTRACTOR shall request such inspection through the COMPANY only with a firm schedule of when the Work is ready for inspection.

4.2.5 COMPANY will provide plant radios (as required) with the site Emergency Frequency. Radios shall be turned on, verified working, and manned by responsible CONTRACTOR personal at all times to provide crew access to site PA announcements. Additional radios may be required for crews significantly separated from each other.

4.2.6 COMPANY will provide required respirators. CONTRACTOR is responsible for submitting respirator requests. Respirator requests must be made on a COMPANY-provided Respirator Request Form and each request shall be delivered to the CTR before 8:00 a.m., Mondays and Wednesdays. Monday



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requests shall be for respirators required for each Worker for Tuesday, Wednesday and Thursday. Wednesday requests shall be for respirators required for each Worker for Friday, Saturday, Sunday, and Monday. Additions and or revisions to the requests shall be made, as needed, by 8:00 a.m. at least the day prior to the need. Respirator usage and return requirements are specified in Attachment J-13.

5.0 TEMPORARY CONSTRUCTION FACILITIES AND UTILITIES

5.1 Furnished by COMPANY

COMPANY will supply or cause to be supplied the following temporary construction facilities and utilities to CONTRACTOR without cost to CONTRACTOR for (or in connection with) performance of the Work:

5.1.1 Parking areas for CONTRACTOR's work (site) vehicles will be limited to a location near the Work area as designated by the CTR. Parking along plant site roads and streets will not be permitted, unless otherwise directed by the CTR. Parking for CONTRACTOR and its subcontractor employees will be limited to the parking lots outside the security fence parking facilities. Neither COMPANY nor Client will be financially responsible for any damage or unlawful acts to any CONTRACTOR equipment or private vehicles.

5.1.2 Construction water from existing fire hydrants, near the Work Site, as designated by CTR. Conventional connections to and disconnections from water supply shall be by CONTRACTOR. CONTRACTOR shall request a Service Interruption Permit twelve (12) working days prior to tie-in.

5.1.3 Limited roughly graded space adjacent to the construction site for temporary facilities and storage of material and equipment. No storage facilities or protective coverings of any kind will be furnished by COMPANY.

5.1.4 Site Perimeter Security Fencing and Access Gates. CONTRACTOR shall be responsible for other security and access measures and for securing their materials and equipment within the site.

5.1.5 Steam - Not Available.

5.1.6 Plant Air - Not Available.

5.2 Furnished by CONTRACTOR

Except as expressly set forth in this Statement of Work, the supply, installation, provision, maintenance, repair, and final removal of all temporary facilities and utilities, necessary for full and complete performance of the Work, is the sole responsibility of CONTRACTOR.



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Such items shall include, but not necessarily be limited to those listed below. CONTRACTOR has the sole responsibility to identify and provide all required temporary facilities and utilities to perform the Work. The type of facilities, move-in and move-out dates, and locations on the work site shall be subject to and in accordance with the review and approval of CTR. CONTRACTOR shall perform all utility connections from a COMPANY provided utility point.

5.2.1 Temporary Facility and Lay-down Area

A. CONTRACTOR trailers must be secured or anchored to prevent movement or turnover from high winds. Trailer anchoring shall meet Ohio Basic Building Code (OBBC) & DOE-STD-1088-95. The preferred anchor system is a Minuteman LLBS system with drive pins as determined in length per project conditions. CONTRACTOR may choose to anchor the trailer by using 10 foot long Jersey Barriers with ½” galvanized wire rope tie downs in accordance with the spacing table 1 in 24CFR 3285.402. CONTRACTOR shall submit anchor calculations (preferably trailer manufacturer calculations) to ensure overturning, lateral movement is in compliance with specified anchor system or for any alternative anchor systems.

B. Electrical connections must be made by a qualified electrician. CONTRACTOR shall provide a sketch for electrical routing and tie-ins for COMPANY’s review and approval. CONTRACTOR’s facilities must meet the COMPANY’s life safety requirements. The COMPANY reserves the right to inspect and approve CONTRACTOR’s office installation prior to authorizing approval for occupancy.

C. Provide maintenance of lay down, storage and work areas, and roads within such areas.

D. Upon demobilization, the land previously occupied by CONTRACTOR's Temporary Facilities and lay-down area shall be returned to its pre-construction condition or better. This requirement shall also apply to all Temporary Roads, and Parking, Lay-down areas and Temporary Utilities.

E. Smoking Areas:

CONTRACTOR will only be permitted to smoke at designated smoking areas as directed by the CTR. Meeting the requirements for establishing and maintaining the smoking area will be the sole responsibility of CONTRACTOR. No smoking will be allowed within the work area or while performing Work.

Provide an acceptable 10-lb Class ABC fire extinguisher.

Designate smoke area with a non-flammable barricade.



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Use appropriate containers designed for extinguishing and disposal of cigarette butts.

Provide and maintain safe walking access to the smoking area.

Provide a waste disposal container for debris other than cigarette butts.

Follow good housekeeping practices.

5.2.2 Eating Facilities

It is the CONTRACTOR’s sole responsibility to provide break and lunch areas for their employees, subcontractors, and vendors. Break and lunch areas shall be approved by the COMPANY CTR.

5.2.3 Sanitary and Change Facilities

CONTRACTOR shall supply Sanitary and Change Facilities required for the project. CONTRACTOR shall coordinate with the CTR for the location of Sanitary and Change Facilities.

5.2.4 Storage Compounds

CONTRACTOR shall provide adequate weather-tight storage for storage of materials, tools, and equipment which are subject to damage by weather. The location of storage compounds must be agreed to by the CTR before storage of materials commences. Such compounds shall be maintained for the storage of the approved materials and for no other purpose. Climate controlled storage (if required) is CONTRACTOR’s responsibility.

5.2.5 Construction Power / Temporary Facility Area Power

CONTRACTOR shall provide temporary generator power to provide electricity for temporary facilities, temporary lighting, tools and equipment to perform the Work. Electrical connections to CONTRACTOR trailers, temporary facilities or other electrical systems or equipment must be completed in accordance with the requirements of Attachment J-13. CONTRACTOR shall not be permitted to occupy trailers or temporary facilities prior to inspection and approval by the COMPANY. CONTRACTOR shall provide temporary lighting or task lighting as required for the Work.

A. Includes conventional connections to and disconnections from any COMPANY-provided construction power supply and transformers to lower voltage and distribution. CONTRACTOR shall request a Lockout/Tagout and Service Interruption Permit four (4) weeks prior to performing activity.

B. Onsite generation of power is allowed, providing that such power is obtained through the use of properly installed, acoustically insulated diesel electric generating units and approved by the CTR.



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C. CONTRACTOR's distribution system, lighting system and wiring shall be installed in accordance with the National Fire Protection Association (NFPA) and the National Electric Code (NEC) and maintained in a satisfactory condition.

D. No weight shall be imposed upon any electric cable and no staging ladder or similar equipment shall rest against or be attached to it. Temporary power cables in use by CONTRACTOR must be positioned so that they do not cause a tripping hazard (i.e., run 8 ft. overhead or laid neatly out of walkways).

E. CONTRACTOR shall be responsible for maintaining and removing any equipment or devices installed.

F. Before CONTRACTOR plugs in any electrical appliance to any plug socket belonging to COMPANY, CONTRACTOR shall ensure that the appliance is in good condition and is fitted with a suitable cable, including fully rated and insulated neutral conductor and protective ground conductor.

5.2.6 Water

A. Any water supply source furnished by the COMPANY shall be used only in connection with Work performed under this contract (see Article 5.1 above).

B. The CONTRACTOR shall furnish, install, remove and dispose of all necessary piping, fitting, connections, hoses, equipment, systems or storage facilities required to route water from a provided tie-in location to the work area. CONTRACTOR shall distribute and convey water in an efficient and orderly way. Leaks and waste shall be minimized and care shall be exercised to eliminate the buildup and dispersal of mud resulting from leaks, spills, and truck loading operations.

C. Locations and piping shall be subject to review and approval by the CTR. Any required permits/permission will be coordinated by the CTR. If water is not available or not suitable to the CONTRACTOR, then the CONTRACTOR shall be solely responsible for providing an alternate water source as approved by the CTR. CONTRACTOR shall provide all necessary fittings, connections and equipment to provide a complete water system.

5.2.7 Water Disposal and De-watering

A. CONTRACTOR shall be responsible for the safe and proper disposal of water into either local drainage systems or, where these are either not available or water has become contaminated, to offsite disposal locations as approved by CTR.



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B. Water used during asbestos abatement shall be collected as specified in the Construction Specification 01070 – Asbestos Removal.

5.2.8 Temporary Buildings

CONTRACTOR shall provide, operate, maintain, and dispose of all temporary buildings in accordance with all requirements of the Contract.

5.2.9 Fuels and Lubricants

A. Oils, greases, and similar materials must be stored in nonflammable bins, buildings, or fenced compound remote from other combustible materials in accordance with NFPA and as approved by CTR (also, see Article 5.3.4).

B. "No Smoking" signs shall be provided by CONTRACTOR and prominently displayed in areas where flammable materials are stored. Additionally, CONTRACTOR shall provide and maintain a 10-lb ABC fire extinguisher in such areas.

C. CONTRACTOR shall provide all fuel for vehicles and for heating and ventilating its Temporary Facilities.

D. Fossil Fueled Vehicle Limitations in Buildings: The size of a fuel tank on each individual fossil fueled vehicle is limited to 50 gallons of fossil fuel. The use of propane for vehicle fuel is prohibited. These limitations are applicable to (but not limited to) automobiles, trucks, tractors, forklifts, high-lifts, other cylinder handling equipment, and personnel carriers. Fossil fuels include (but are not limited to) gasoline, diesel, and ethanol.

E. Stationary fuel-powered equipment (e.g., generators, pumps, light plants, etc.) with a fuel holding capacity equal to or greater than 55 gallons of fuel must be equipped with a double walled fuel tank. If a double wall fuel tank is not available then the stationary fuel powered equipment must be placed in acceptable secondary containment as approved by the CTR. If an existing secondary containment area is not available, then it is the CONTRACTOR’s sole responsibility to provide an acceptable secondary containment device. The secondary containment device must be sized to hold the equivalent of the largest tank volume within that containment.

F. For equipment requiring secondary containment that will be stored outdoors, the containment area must provide for accumulated precipitation, and as such, be sized to 120% of the largest tank volume within that containment. The secondary containment’s material(s) of construction shall be impervious to and compatible with, the liquid to be contained. Any spills within the dike or outside the dike shall be reported immediately to the CTR. CONTRACTOR provisions for draining accumulations of water shall be approved by the CTR.



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G. CONTRACTOR shall ensure that any drain valves remain closed except when draining. The stationary fuel-powered equipment and all secondary containment areas must be inspected and maintained daily. The CONTRACTOR shall ensure documentation of these inspections is recorded daily, and that the inspection log is available for the COMPANY for inspection upon request. Temporary Electric Generators greater than 25kW shall require grounding per OSHA 29 CFR 1926 (F)(3)(i). Grounding is also required for any other generators or equipment if manufacturer manual/instructions require such.

5.2.10 Communications

CONTRACTOR shall provide and operate all means of communication, including (but not limited to) telephones, cellular phones, facsimiles, and COMPANY-provided radios. All communication systems use must be requested and approved by COMPANY prior to bringing on site. No cameras, cellular phones, or recording devices are permitted within the site limited areas. CONTRACTOR shall comply with the referenced security specifications, plans, and protocols.

5.2.11 Temporary Roads and Parking

A. CONTRACTOR shall be responsible for providing and maintaining all roads and parking areas deemed necessary by CONTRACTOR for access, and for parking in Temporary Facilities areas, construction areas, and between areas. CONTRACTOR-provided roads and parking areas shall be constructed so as to provide for adequate safe movement of light and heavy vehicles, and equipment. CONTRACTOR's temporary roads, as approved by CTR, shall be constructed in a manner ensuring the avoidance of damage to all permanent roads, facilities, and underground utilities and structures.

B. CONTRACTOR shall maintain its temporary roads and parking areas regularly, including prevention of fugitive dust emissions.

C. CONTRACTOR shall remove and restore areas occupied by temporary roads and parking areas upon completion of the Work.

D. CONTRACTOR shall comply with load restrictions in all buildings and on all roads and bridges accessing the site.

E. Maintenance of Traffic: The CONTRACTOR shall provide flagmen, safety cones, barricades, signage, etc., as necessary to maintain safe traffic flow on plant streets. Street closure or reduction from two-lane traffic to one-lane traffic shall be minimized. CONTRACTOR shall use their employees for flagman to control traffic within areas under CONTRACTOR control. CONTRACTOR shall coordinate traffic control with the CTR if traffic control



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is required outside of project boundaries. Traffic signage used to maintain traffic shall be based on international signage standards and conventions.

F. CONTRACTOR shall furnish, erect, and maintain substantial barricades, bridging, ramps, sidewalks, cones, barrels, guard rails, and signage; furnish, place and maintain adequate lights and warning signals; provide flagmen and watchmen; and provide other safeguards as directed by the CTR as may be necessary to protect pedestrian and vehicular traffic. Signage shall be based on international signage standards and conventions.

G. Plant streets or roadways shall NOT be barricaded without coordination with the CTR. Requests for street closures shall be submitted to the CTR for approval at least three (3) work days in advance.

H. CONTRACTOR area barriers shall have a designated entrance location(s); each location shall have a sign identifying the project name, contract number, CONTRACTOR name, CONTRACTOR contact and phone number and CTR contact and phone number to notify for entry.

I. All barricades, temporary bridging, and other temporary construction installed by the CONTRACTOR shall be removed by the CONTRACTOR upon completion of Work.



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5.2.12 Equipment Inspections

CONTRACTOR vehicles, equipment, materials, trailers, tool boxes and tools shall be subject to inbound and outbound inspection as described in Attachment J-13.

5.2.13 Material Handling and Rigging

A. Construction activities, material deliveries, and off-loading operations shall be conducted to minimize interruptions to the COMPANY's normal operations. Blockage of COMPANY gates or other access to the Work area shall not be permitted without prior coordination and approval of the CTR.

B. CONTRACTOR shall provide and operate cranes and other necessary equipment for handling, hauling, unloading, and receiving CONTRACTOR and COMPANY-supplied materials, tools, and equipment.

C. Specific off-loading and handling considerations shall be addressed for equipment and/or materials that constitute “critical or special lifts”. CONTRACTOR shall coordinate such lifts with COMPANY CTR and Hoist & Rigging Manager.

5.2.14 CONTRACTOR shall provide weather protection of the Work and any methods required to allow continuation of the Work during periods of inclement weather.

5.2.15 Small tools and equipment

A. CONTRACTOR shall perform a daily inspection (prior to use that day) of all equipment, vehicles, tools, safety devices, electrical cords, equipment guarding, etc. to assure the safe working condition and OSHA compliance of all tools and equipment. Documentation must be compiled by date with list of all tools/equipment inspected for that date. The daily inspections of tools/equipment shall be noted on the CONTRACTOR’s Daily Report.

B. Documentation of inspections must be made available for the COMPANY’s review. Equipment that does not meet the manufacturer’s requirements for safe use shall be taken out of service and, if required, removed from site. Prior to reinstating tools and equipment previously taken out of service, the tools and equipment must be inspected by a competent person.

5.2.16 Electric Power Tools and Equipment

A. All electric power tools and equipment shall be protected with a Ground Fault Circuit Interrupter (GFCI). The GFCI must be plugged in at the power source and shall be inspected and tested daily and prior to use.

B. Power tool cords and extension cords must be kept in good condition and out of the way of traffic. Electrical cords shall be routed safely to prevent a



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tripping hazard and damage to the cord (i.e. run 8 ft. overhead or laid neatly out of walkways). Faulty or damaged electrical extension cords must be properly disposed of and removed from site. Faulty or damaged cords on electrical hand tools must be repaired by a qualified electrician or removed from site.

5.2.17 Supplemental lighting, provided by the CONTRACTOR, shall provide adequate lighting and comply, at a minimum, with OSHA lighting and illumination requirements.

5.2.18 Permits

A. Job Site Work Permits: All permits required for performance of the Work at the jobsite will be arranged by the COMPANY. COMPANY will provide the following permits as required. CONTRACTOR shall request the permit a minimum number of Working days (noted below) in advance of the permit need.

(1) Excavation (16 days)

(2) Penetration (16 days)

(3) Welding / Hot Work (4 days)

(4) Lock Out Tag Out (16 days)

(5) Radiological Work Permit (16 days)

(6) Confined Space Work Permit (8 days)

5.2.19 CONTRACTOR shall provide temporary fencing to secure Work areas, temporary facilities, materials and equipment storage, and lay-down areas.

5.2.20 CONTRACTOR shall provide project signs, barricades, delineators, and/or cones for traffic control and direction, and for identifying project areas. Signage shall be based on international signage standards and conventions. Construction and/or disrupted traffic areas under the CONTRACTOR’s control may require lighting and/or flashing lights for safety during evening hours

5.2.21 CONTRACTOR shall provide transportation on and off-site. Only CONTRACTOR's company vehicles, as approved by CTR, will be allowed on-site. CONTRACTOR shall follow all site traffic and vehicle requirements, including security specifications, plans, and protocols.

5.2.22 Radiological Monitoring of Construction Tools and Equipment

All CONTRACTOR vehicles, equipment, materials, trailers, tool boxes and tools must be monitored and released by COMPANY Radiological Control upon arrival to plant site and prior to leaving plant site. Any exemption is by written



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permission from the COMPANY. CONTRACTOR shall have their tools and equipment arrive one day in advance of scheduled use for HP monitoring.

5.3 Environmental Protection

5.3.1 Vehicles, equipment, or liquid storage containers shall not be stored in areas where spillage or leakage of materials could enter the plant's drainage system. CONTRACTOR shall immediately notify the CTR of any spills, regardless of the quantity, type, or location. Spill response and cleanup will be performed under the direction of the COMPANY. Cost associated with spills resulting from negligence by the CONTRACTOR shall be the sole responsibility of the CONTRACTOR.

5.3.2 CONTRACTOR shall provide all erosion and containment control measures including plans for such measures. Erosion and containment control measures and plans are subject to approval by the COMPANY.

5.3.3 CONTRACTOR shall provide filter/erosion control for storm drains potentially impacted by ground disturbing activities to prevent sediments from entering storm drains during the Work activities.

A. All products or hazardous materials brought on-site by the CONTRACTOR shall be maintained under the control of the CONTRACTOR. No excess products or hazardous materials are to remain onsite after the project or intended use is complete. CONTRACTOR shall submit Safety Data Sheets (SDSs) for review and approval prior to bringing such items on-site in accordance with Attachment J-13.

B. CONTRACTOR shall provide, and have on site, approved spill kits sufficient to control/contain spillage or leakage of materials.

C. CONTRACTOR shall comply with the COMPANY’s Storm Water Pollution Prevention Plan (SWPPP) and/or any other regulatory permit or plan having effect. CONTRACTOR shall immediately notify the CTR of any spills, regardless of the quantity, type, or location of the material spills. Spill cleanup resulting will be managed by the CTR; CONTRACTOR shall provide clean up services with COMPANY oversight. All cost associated with any spills resulting from negligence by CONTRACTOR will be the sole responsibility of CONTRACTOR.

D. CONTRACTOR will be permitted to wash equipment at PORTS if it can be done in accordance with applicable Federal and State regulations and as approved by COMPANY. Disposal of accumulated debris from washing activities shall be governed by the Waste Management section of this document.



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5.3.4 Environmental Emissions Consideration:

A. All fuel-burning equipment such as (but not limited to) cranes, bulldozers, earthmovers, welders, generators, compressors, pumps, and light plants must meet regulatory permit requirements. Unless a piece of equipment is specifically exempted under the regulations, it must have an air permit. Off-road diesel-powered vehicles and equipment (both mobile and stationary), with engine horse power (hp) ratings of 50 hp or more shall be Tier 2 compliant. Regulatory exemptions shall be submitted to the COMPANY for review prior to equipment use. The CONTRACTOR shall submit documentation of compliance with applicable regulatory permits and standards to the COMPANY prior to delivery of equipment to plant site. CONTRACTOR may be required to provide documentation and/or reporting on the extent of its on-site equipment fleet to assist in overall DOE reporting on calculated emissions.

B. Fuel Requirements: To the extent practicable, construction equipment with engine hp ratings of 50 hp or more shall utilize Ultra-Low Sulfur Diesel (ULSD) fuel.

C. Permit Exemption: The CONTRACTOR shall maintain logs for any piece of equipment exempted from permitting based on hours of operation (e.g., emergency generators, emergency compressors, and emergency pumps) to document fuel use and to verify that the equipment was not operated in excess of 500 hours annually. The CONTRACTOR shall submit to the COMPANY, prior to delivery of equipment to PORTS, documentation of equipment operating logs for any regulatory exempt piece of equipment.

5.3.5 Fugitive Dust Emissions:

A. CONTRACTOR shall minimize emissions of fugitive dust by using methods such as water spraying or misting, watering, covering truck beds that haul materials likely to become airborne. Work activities, requiring fugitive dust emission controls, shall be performed at times when weather conditions allow for the use of water for dust suppression. The water will be allowed to flow to the ground. CONTRACTOR shall control the sedimentation by minimizing the volume of water used for dust suppression or by other means approved by the CTR.

B. Air monitoring and sampling of fugitive dust emissions shall be performed by the CONTRACTOR. The COMPANY may perform air monitoring to confirm the effectiveness of the CONTRACTOR dust suppression.

5.4 Excavations / Penetrations

5.4.1 An Excavation / Penetration Permit is required when breaching or penetrating any building surface more than 1-½” (unless excluded), any blacktop or



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concrete pavement surface more than three (3) inches, or the earth’s surface more than twelve (12) inches by any means other than those considered excavation or trenching. These methods include, but are not limited to, auguring, drilling, driving, and coring, or penetrating. Penetrations include drilling wells and boring for soil samples up to and including 12 inches in diameter. This permit is provided by the COMPANY.

5.5 Existing Utilities/Service Interruption

Where Work involves breaking into or connecting to existing services or utilities, carry out Work at times as directed by the COMPANY.

6.0 PERFORMANCE SCHEDULE & SEQUENCE OF WORK

6.1 Schedule

6.1.1 Specific Work Activity Milestones of this Contract are as set forth in Exhibit 1.

6.1.2 General scheduling, reporting and coordination requirements shall be as described in Section H, Special Contract Requirements.

6.1.3 CONTRACTOR shall submit the detailed schedule required by Section H - Special Contract Requirements in accordance with Attachments J-6 and J-8.

6.1.4 Specific scheduling and coordination requirements may include, but not necessarily be limited to, the following:

A. Pre-mobilization and Construction deliverables

B. Mobilization time/schedule for manpower and equipment deliveries

C. Material deliveries to jobsite

D. Shop fabrication (if applicable)

E. Shop inspections at vendors facility (if applicable)

F. Incremental completion dates of major/key components of work

G. Start and Completion (System Checks) of different segments of Work (early and late starts)

H. Punch List Development / Completion

I. Construction Completion

J. Demobilization Start / Completion

K. Any qualifying conditions of COMPANY

L. Other as necessary



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6.1.5 CONTRACTOR Project Schedule shall be a resource-loaded Critical Path Method (CPM) Schedule that clearly identifies both, all logical relationships/dependencies between activities related to the project, and the project’s projected critical path schedule from Notice to Proceed through project completion. This resource loaded CPM Schedule shall have the following two levels:

A. The first level, the Pay Item level (Pay Item Layout)

B. The second level, the Activity Level (Detailed Layout)

C. Activities will roll up to support the Pay Items

6.1.6 The initial CONTRACTOR Project Schedule, once approved by the COMPANY will be known as the CONTRACTOR Baseline Schedule (may include approved modifications). This Schedule will be used for comparison with subsequent project schedules. The project schedule shall meet the following requirements:

A. Weekly Project Schedule Update shall include the following:

Actual or projected start and finish dates

Activity progress (percentage complete) and remaining duration

Bar chart schedule comparing the current schedule to the baseline schedule

Revisions to craft resources (specific to activities in man-hours)

Percent complete for each activity (summarized/listed in the Pay Item section of the CONTRACTOR Project Schedule and shall be the basis for the amount invoiced for that Pay Item).

A copy of the updated CONTRACTOR Project Schedule shall be submitted to the COMPANY by the date established in the contract.

6.1.7 CONTRACTOR shall submit a Four-Week Rolling Schedule (refer to Attachment J-30) which documents/lists four weeks of the Project Detailed Activity Layout, which shall include the following:

A schedule of the previous week, the present week, and the two future weeks

NOTE: The activity may be a pay item when it is of sufficient detail to meet the definition of the activity.

Activities grouped by Pay Item activities and sorted by Early Start Dates

Activities schedule coded with corresponding Pay Item ID code



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Expected/Projected Man-hours by craft (carpenters, laborers, operators, etc.) for each activity

Pay Item values breakdown of activities

The Four-Week Rolling Schedule shall be presented to the COMPANY at the Weekly Progress Meeting.

6.2 CONTRACTOR Scheduling Software

6.2.1 The CONTRACTOR shall be required to use the following software, which is compatible with the COMPANY Scheduling Software (Primavera P6) to prepare the required project schedules:

A. Primavera Project Management

B. Primavera Subcontractor

C. Microsoft Project

6.3 An electronic file containing the updated project schedule shall be submitted along with the hard copy of the updated schedule.

6.4 Work Hours, Deliveries and Overtime

6.4.1 Normal site work hours and the scheduled work week will be four days per week, 10 hours per day, (Monday through Thursday) between the hours of 7:00 a.m. and 5:30 p.m. CONTRACTOR shall plan to work six (6) weekends (Friday through Sunday) for work that requires weekend facility/circuit outages that cannot be performed during normal work days. This cost will be shown as a separate cost line item.

6.4.2 CONTRACTOR shall be prepared to work the hours required by Contract, however, CONTRACTOR shall work the necessary overtime hours and additional work-days per week, at their cost, to maintain schedule adherence.

6.4.3 Material and equipment deliveries shall be permitted Monday through Thursday, e.g. 7:00 AM - 5:00 PM Eastern Time. Deliveries outside of these times must be coordinated with the CTR at least two (2) working days in advance.

6.4.4 Requests for scheduled overtime, weekend, or holiday work during normal situations shall be made to the CTR at least two working days before the start of these shifts.

6.4.5 Requests for non-scheduled extended work hours in emergency situations shall be made to the CTR at least three hours in advance for overtime during the normal work week and at least by noon of the last regular workday.



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6.4.6 For Work being performed outside the normal work schedule the CONTRACTOR shall coordinate with the CTR for any special arrangements for security, safety, escorting, health physics, and other the COMPANY provided resources.

6.4.7 Plant entry and exit requirements may change when working outside of the normal work schedule. It is the CONTRACTOR’s sole responsibility to coordinate with the CTR to plan accordingly for personnel, deliveries, and all other requirements needed to perform Work during non-normal scheduled work times.

7.0 REPORTING REQUIREMENTS AND COORDINATION MEETINGS

CONTRACTOR shall promptly submit the schedules and reports set forth in Attachment J-8 CONTRACTOR / Supplier Submittal Register.

7.1 Daily Reports

CONTRACTOR shall deliver written Daily Reports (Attachment “J-5”, CONTRACTOR Daily Report) to the CTR by 10:00 am each morning for the preceding day.

7.2 Weekly Progress Meetings

7.2.1 At a minimum, the CONTRACTOR shall attend weekly progress meetings. CONTRACTOR shall be prepared to discuss scheduled progress versus actual progress giving details of Work completed in relation to the approved schedule, together with a Four-Week Rolling Schedule which provides details of how the Work will be completed.

7.2.2 In addition CONTRACTOR shall provide a two (2) week look-ahead activity level schedule cross walked with the Work Control Documents.

7.2.3 COMPANY reserves the right to increase meeting frequency to improve planning coordination and communication as it benefits the project.

7.2.4 The person or persons designated by the CONTRACTOR to attend the meetings shall have the required authority to make decisions and commit the CONTRACTOR to solutions agreed upon during these meetings.

7.3 Monthly Reports, Schedules and Schedule updates

Shall be in the form and format approved by COMPANY. These reports shall be submitted under cover of a letter in accordance with Attachment J-6.

7.4 Other Meetings

CONTRACTOR participation in certain additional activities shall also be required. These activities shall include, but not be limited to:



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7.4.1 Indoctrination and orientation of all CONTRACTOR employees prior to commencing Work at the jobsite. (This includes the entire labor force and all new hires). The meeting will last approximately 8 hours.

7.4.2 Other meetings and/or briefings as described in Attachment J-13.

8.0 CORRESPONDENCE, SUBMITTALS, & COMMUNICATION REQUIREMENTS

8.1 Correspondence, submittals and communication with the CONTRACTOR shall be in accordance with Attachment J-6.

8.2 When required by the Contract, CONTRACTOR shall transmit to COMPANY, technical submittals, shop drawings or samples, including supporting catalog cuts, manufacturer’s literature, sketches or drawings, calculations and other pertinent data, in sufficient detail to enable COMPANY to review the information and determine that CONTRACTOR clearly understands the requirements of the Contract. Documents shall be transmitted to COMPANY under cover of formal contract correspondence utilizing Attachment J-6 CONTRACTOR/Supplier Cover Sheet. CONTRACTOR shall provide submittals listed on Attachment J-8 (CONTRACTOR/Supplier Submittal Register) as part of the Statement of Work.

8.3 CONTRACTOR is responsible for all required submittals contained within the COMPANY’s specification that may not be captured on the Submittal Register J8.

8.4 CONTRACTOR shall submit all engineering data, vendor cut sheets, samples, field sketches, and shop drawings (herein called "data") listed on “Attachment J- 8 (CONTRACTOR/Supplier Submittal Register) for review in accordance with Attachment “J-6”.

A. Refer to the Attachment J-8, (Review Period Column) for the COMPANY required review period of data submitted by CONTRACTOR.

B. Each submittal of CONTRACTOR's data shall be signed by CONTRACTOR and accompanied by a letter of transmittal containing the date of submittal, Contract Number, and all pertinent information required for identifying and checking submittals.

Electronic “PDF” files shall be submitted for each drawing and any other documents.

8.5 Although Work may proceed on receipt of data with a Code "B" notation, CONTRACTOR must incorporate the changes indicated, resubmit for final approval Code “A” before release of materials or equipment for shipment can be approved by the COMPANY. Returned copies of data with Code "B" and "C" shall be resubmitted



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not later than ten (10) days after the date of transmittal by CONTRACTOR of such copies of such data.

8.6 CONTRACTOR shall furnish to COMPANY “red-line” drawings/documentation, prepared by CONTRACTOR, to show "As Built” information.

8.6.1 CONTRACTOR's red-lines shall show details of those locations where the Work performed by CONTRACTOR was changed (with COMPANY approval) or at variance with the details shown on the COMPANY-approved drawings (either furnished by COMPANY or by CONTRACTOR).

8.6.2 CONTRACTOR's submittal to COMPANY of such "red-line" as-built drawings shall be made on a continuous basis as the Work proceeds, but in all cases prior to the date of Notice of Acceptance, for the purposes of COMPANY inclusion of "As-Built" information.

8.6.3 COMPANY will provide CONTRACTOR, as required, with an electronic version of COMPANY furnished drawings.

8.6.4 COMPANY reserves the right to review certified material test reports for all materials of construction at any time during field erection. CONTRACTOR shall maintain these documents readily available for such review and shall submit all documents to COMPANY on the completion of the Work.

8.6.5 CONTRACTOR shall maintain at the jobsite up-to-date copies of all drawings, specifications, Work Control Documents and other documents and supplementary data, complete with latest revisions thereto. All field working copies must be stamped “Working Copy” by the COMPANY. CONTRACTOR shall show the COMPANY Contract Number and identifying item numbers, if applicable, on all data submitted pursuant to this Article 8.0.

8.6.6 Where samples are required, they shall be submitted by and at the expense of CONTRACTOR. Such submittals shall be made not less than thirty (30) calendar days prior to the time that the materials represented by such samples are needed for incorporation into any Work. Samples shall be subject to review and materials represented by such samples shall not be manufactured, delivered to the site or incorporated into any Work without such review.

8.6.7 Each sample shall bear a label showing CONTRACTOR's name, project name, name of the item, manufacturer's name, brand name, model number, supplier's name and reference to the appropriate drawing, technical specification section and paragraph number, all as applicable.

8.6.8 Samples which have been reviewed may, at COMPANY's option be returned to CONTRACTOR for incorporation into the Work.



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9.0 CLEAN-UP, SAFETY, WORK RULES, AND REGULATIONS

9.1 CONTRACTOR shall perform the Work in a safe manner and keep the work site in a clean condition in accordance with Attachment J-13, Environmental Health & Safety Requirements for on-site Work and shall comply with all work rules and regulations

9.2 The CONTRACTOR shall submit their Project Safety Plan to the COMPANY for review and approval in accordance with Attachment J-8. The Project Safety Plan shall address project details (general and specific), requirements of J-13, and comply with and meet applicable Federal, State, and local laws, rules, regulations and guidelines governing worker safety and health. The plan shall address all operations and work practices of the CONTRACTOR and its subcontractors and suppliers.

9.3 For Fire Protection Requirements refer to Attachment J-29.

9.4 Attachment J-13, Appendix 1 provides the required “Training Matrix” for applicable tasks and site training durations. CONTRACTOR shall submit training records and documentation for training not provided by COMPANY. CONTRACTOR shall inform COMPANY of any additional training requirements to perform the Work tasks and submit such training records / documentation. Contractor shall provide a detail break down of training cost. Contractor’s break down shall consider who needs specific COMPANY training by task performed

9.5 Work within designated radiologically controlled areas requires RadWorker training and Radiological Work permit.

10.0 WASTE MANAGEMENT

10.1 CONTRACTOR shall manage waste generated by their Work as directed by the CTR (as directed by COMPANY Waste Management personnel). Waste shall be managed and containerized before the end of each work day.

10.2 CONTRACTOR shall not collect or store debris. When debris piles are necessary, CONTRACTOR shall maintain the piles, including minimizing the volume and associated hazards.

10.3 CONTRACTOR shall remove packaging materials prior to entering the Limited Area to the extent possible.

10.4 Wastes generated during this project shall be segregated and containerized by CONTRACTOR as directed by the COMPANY’s waste management personnel.

10.5 COMPANY will provide containers for waste and will manage disposal.

10.6 COMPANY personnel will monitor all waste that is packaged for disposal.



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11.0 SECURITY

11.1 For Security requirements while working on the COMPANY Site, CONTRACTOR shall refer to Attachment J-15, Specification 01546 PORTS COMPANY Site Security Requirements and Exhibit 4, Security Protocol for Performance of Project Work Within the Limited Area at the Formerly Operating Portsmouth Gaseous Diffusion Plant. CONTRACTOR personnel shall read, understand and sign the Security Protocol prior to Work start. Any new personnel will be required to read, understand and sign the Security Protocol before they start Work.

Note: Contrary to the specified Security Protocol (Exhibit 4), all CONTRACTOR personnel entering the X-705 Facility must have an active PORTS Security Clearance.

12.0 QUALITY ASSURANCE

12.1 CONTRACTOR shall be responsible for the performance of all quality control inspections and testing, and compliance with the assurance program criteria specified in Attachment J-16 Quality Assurance Requirements. CONTRACTOR shall submit a Quality Assurance Program Plan and supporting Inspection Procedures, with example inspection forms, required to perform the Work in accordance with Attachment J-8.

12.2 CONTRACTOR’s quality document(s) submittal shall be approved by COMPANY prior to activities affecting quality start. COMPANY may audit CONTRACTOR‘s quality program prior to initiating Work.

13.0 CONSTRUCTION

13.1 CONTRACTOR’s construction crew shall consist of skilled craftsmen who are experts in performing their trades. The construction Work shall be performed as detailed in COMPANY-approved Design Drawings, Specifications and documents. CONTRACTOR shall perform the Work according to their COMPANY approved Work Control documents and procedures.

13.2 CONTRACTOR’s construction Work shall adhere to the requirements of the Approved Design Drawings, Specifications and documents. CONTRACTOR shall meet all specified and unspecified requirements as necessary to complete the Work, including compliance with applicable Federal and State requirements.

13.3 CONTRACTOR shall perform the Work in accordance with this Statement of Work. All contractual inquiries shall be addressed to the Contract Administrator and Technical inquiries addressed to the CTR in accordance with Attachment J-6.



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13.4 Any proposed field deviation (inclusive of materials) from the attached Drawings and Specifications must be formally submitted for reviewed and approval by the COMPANY in writing prior to the change. It is CONTRACTOR’s responsibility to determine and document all changes, and then submit the proposed changes to the COMPANY for review and approval prior to implementation.

13.5 CONTRACTOR’s field supervision shall verify that Working copies of all documents and drawings are current (of latest revision) prior to daily Work activities.

13.6 CONTRACTOR shall perform the Work with as little impact to site operations as possible, in accordance with COMPANY-approved CFC design packages and COMPANY approved submittals.

13.7 CONTRACTOR shall carefully examine all travel paths for overhead obstructions and road/bridge loadings in order to determine the actions necessary to eliminate and or mitigate hazards.

13.8 CONTRACTOR’s supervision shall perform a daily pre-job / post job briefing per FBP-NSE-PRO-00002. Daily briefings are intended to cover the Work planned for that day or shift and potential hazards. CONTRACTOR’s supervisor shall ensure work area walk down is completed prior to beginning Work each day or shift to ensure conditions are as described in work documents/permits. Additional briefings are required when any work document is revised.

13.9 Work in Buildings/Facilities:

13.9.1 All Work within site buildings and facilities must be coordinated with the CTR and the Facility Manager prior to the start of Work. All personnel and visitors are required to sign in and out of buildings and facilities on the applicable logs. Facility requirements change from facility to facility; it is the Contractor’s responsibility to coordinate work in each facility with the CTR to ensure facility requirements are met

13.9.2 CONTRACTOR shall obtain Work Start Approval from the CTR prior to initial Work Start.

13.9.3 All Workers performing Work must participate in a site and building/facility specific OSHA Briefing prior to performing Work.

13.9.4 All Workers are required to wear the prescribed (posted requirement) dosimeter when working in radiologically controlled areas. Check postings prior to each entry.

13.9.5 Any Work that will be performed in a Contamination Area (CA) will require the Worker to wear prescribed PPE provided by the COMPANY.



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13.9.6 CONTRACTOR shall use COMPANY approved Drawings and Specifications as requirement documents for the installation of the Work. Field verification and retention of critical dimensions, site conditions, information and other relevant data shall be CONTRACTOR’s responsibility. This information shall be included in CONTRACTOR’s red-lined documentation. CONTRACTOR shall verify actual field conditions and identify critical issues and potential project risks prior to commencement of Work. CONTRACTOR shall be responsible for immediately notifying the CTR should additional information be required or if conditions unsatisfactory to CONTRACTOR are observed. Failure to provide such notification shall not be cause for any delay on the part of CONTRACTOR.

13.10 Facility Hazard Analysis will be provided by COMPANY’s facility owners. The Facility Hazard Analysis will provide an overview of safety considerations including personal protective equipment needed for CONTRACTOR at each Work site.

13.11 COMPANY shall be permitted unrestricted access to CONTRACTOR’s and its subcontractor’s work areas and records related to contracted services performed upon reasonable notification. COMPANY shall monitor the progress of the Work by observing Work activities as well as by reviewing records and reports, emails, and/or documented phone calls.

13.12 Discrepancies identified by COMPANY shall be addressed in a timely manner and prior to final acceptance of the Work by COMPANY.

13.13 CONTRACTOR is responsible for reporting nonconforming conditions immediately upon identification, followed by written notification within five (5) Working days from time of discovery to the CTR.

13.14 Additional CONTRACTOR requirements (e.g., equipment, security clearances, etc.) may be identified in the Project Specification. CONTRACTOR is responsible for identifying and implementing any additional supplier requirement.

13.15 Indoctrination, orientation and training shall be required of all CONTRACTOR employees; this includes the entire labor force and all new hires. All personnel shall be trained and qualified to perform their assigned Work. Personnel shall understand and follow manufacturer’s instructions for operating power tools and equipment.

13.16 Portable power tools and extension cords shall have GFCI protection. GFCI circuit shall be tested prior to use.

13.17 Movement & Use of heavy equipment:

13.17.1 Utilize spotters and verify route and overhead clearances prior to movement.

13.17.2 Use flaggers, as necessary, when traffic is blocked by equipment.



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13.17.3 If the transport and/or equipment will be parked in such a manner as to impact traffic during loading/unloading, then spotters shall be used to provide traffic control. A spotter shall be used in each direction/location which will be impacted. These spotters are in addition to the spotter which is used to direct equipment being used to off-load, (i.e., forklift spotter).

13.18 Work Plan(s) & High Hazard Work Plan Review:

CONTRACTOR shall submit a detailed project-specific Work Plan to address each task to be performed, including mobilization and demobilization; this can be one Work Plan with sections on each task or a series of Work Plans. CONTRACTOR shall follow the format specified in Attachment J-25.

CONTRACTOR’s detailed “High Hazard” Work Plan(s) will be reviewed by the COMPANY’s High Hazard Review Board (HHRB), as part of the submittal review process. CONTRACTOR’s personnel shall attend the HHRB meetings for each high hazard Work plan. CONTRACTOR may assume 8 hours for preparation and meeting time for each Work Plan review. Required attendees include CONTRACTOR’s Project Manager, Environmental/Health/Safety representative and field supervisor. CONTRACTOR’s field supervisor that will be physically overseeing/supervising the work must be prepared to present CONTRACTOR’s planned approach to Safety and Work Control for High Hazard Work.

High hazard Work activities include, but are not necessarily limited to:

Electrical Work – greater than 50 volts

Excavations and penetrations

Elevated Work – over 4 feet from the base Working surface

Hoisting and rigging

Work in confined space

Radiological and chemical

Radiation Work requiring an As Low As Reasonably Achievable (ALARA) review

Chemical Work with high concentration acids, caustics (>10%)

Other non-routine site activities

13.19 Acceptance of Contract Work:

13.19.1 CONTRACTOR shall coordinate a final acceptance walk down of the Work with the CTR and others as required to verify completion of the Work and identified discrepancies. Discrepancies will be documented on a punch list and shall be resolved by the CONTRACTOR prior to acceptance. Completion



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of the Punch List must be executed within the CONTRACTOR’s project schedule for Work completion and not extend beyond the approved project schedule.

13.19.2 The COMPANY shall verify and document that all deliverables, including the all red-lines and inspection and test reports, have been received and that all requirements have been satisfied. Any nonconformance shall be just cause for rejection of the service provided and delayed payment until the supplier complies with the Contract Work Scope.

- End of Statement of Work -



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Exhibit 1 – Milestone Schedule

Schedule Summary

Pay Item Pay Item Description

Duration (Calendar Days)

1 Notice to Proceed (NTP) -

2 Complete Pre-Mobilization Submittals 21 Days after NTP

3 Complete Training (Contractor and Company) 28 Days after NTP

4 Mobilization (equipment/material/personnel) 35 Days after NTP

5 Complete Exterior Construction 63 Days after NTP

6 Complete Interior Construction 91 Days after NTP

7 Complete Operational Verification 98 Days after NTP

8 Complete Punchlist Items 105 Days after NTP

9 Demobilization 112 Days after NTP

10 Project Close Out 119 Days after NTP



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Exhibit 2 – Acronyms

ALARA As Low As Reasonably Achievable

CA Contamination Area

CPM critical path method

CTR Contract Technical Representative

D & D decontamination and decommissioning

DOE Department of Energy

ESH & Q Environmental Safety Health and Quality

FBP / COMPANY Fluor – BWXT Portsmouth

FMSCR Federal Motor Carrier Safety Regulations

GFCI ground fault circuit interrupter

HSE health safety environmental

KVA Kilovolt-amp

KW kilowatt

LLBS longitudinal and lateral bracing system

LLW low-level waste

LOTO lock out tag out

NEC National Electrical Code

NESC National Electrical Safety Code

NFPA National Fire Prevention Association

NIST National Institute of Standards and Technology

NRTL Nationally Recognized Testing Laboratory

OBBC Ohio Basic Building Code

ODOT Ohio Department of Transportation

OSHA Occupational Safety and Health Administration

PORTS Portsmouth Gaseous Diffusion Plant

PPE personal protection equipment

PUCO Public Utilities Corporation of Ohio

RWP radiological work permit

SHWP safety health work permit

SOW statement of work

SWPPC Storm Water Pollution Prevention Controls

ULSD Ultra-Low Sulfur Diesel



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Exhibit 3 Bill of Materials - Furnished by COMPANY 1) Heaters (HTR SPEC) – 40 REQ’D QMARK, MODEL MUH-30-4, 480/3/60, 30.0 KW, 102,300 BTUH, 36.0 A, 24 V Control Power, Fan: 2,100 CFM, 2,100 FPM, 1,600 RPM, ¼ HP, Max Height 12 ft., #6 AWG Wire Size, 93 lb. installed weight, Equipped with MT1 Thermostat and MMB-30 wall bracket (or equal) 2) Panelboards (BKRPNL SPEC) – 4 REQ’D Eaton, Model P3E600BT42CH3R (or equal), 30 Circuits, 600 A, 480 V, 3 Phase, 3W, Copper Bus, 65,000 AIC, Top Feed, Surface Mount, No Main Breaker, Ten 45A 3P HFD branch breakers, Copper main bus, Standard bolted neutral bar, Standard bolted AL GND bar for (AL or CU Cable). Panel nameplate white with black letters, NEMA Type 3R enclosure: LWPQ2060 (or equal) 3) Transformers (XFRMR SPEC) – 3 REQ’D 500 KVA Pole Top Mounted Single Phase, Primary Winding: 13.8 KV to 14.4 KV, Secondary Winding: 277 V, 95KVBIL, Min Z% = 2.75%, Less Than 2.75% Not Acceptable, Insulating Fluid Shall Be Envirotemp FR3 or Approved Environmentally Friendly Oil. Transformers shall be matched, Transformer Impedance Values of three units shall not vary more than 2.5%. Reconditioned units are acceptable, Transformers shall be accompanied with signed and dated certified test reports. Transformers shall be warrantied. 4) Transformer Platform (TRANPLAT SPEC) – 1 REQ’D Aluma-Form (or equivalent), Model EHD2PCAL-20, Extra heavy duty, Capable of supporting three 500 KVA transformers (3,200 lb. each for a total of 9,600 lb.) distributed in three point locations, nominal span of 20 feet. 5) Service Switchboard Panel (SWBPNL SPEC) – 1 REQ’D Eaton, Single Panel, (4) 450 A Breakers, 480 V, 3 Phase, 3W, 2,000 A common copper bus, 65,000 AIC, Free standing, Service entrance compartment on left side for (5) 4” RGS masts and weatherheads carrying five separate circuits of (3) 500 MCM CU and (1) 1/0 Ground CU conductors, Suitable for distribution exits (Eight Dual 2-1/2” RGS) all at top rear, equipped with IQ-150 Smart Meter and standard ground and neutral busses for AL/CU cable, panel nameplate white w/black letters, NEMA Type 3R Enclosure. Provide common grounding lug suitable for 3/0 copper.



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Exhibit 4 WEMS Security Protocol



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Exhibit 5 Construction Sign

SECTION C · 13.8 kv distribution project pole electrical installation details x-215b-e-32899 0...

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