amendment of solicitation - fluor-bwxt …€¦ · · 2017-11-15amendment of solicitation 1....

AMENDMENT OF SOLICITATION

1. AMENDMENT NO. 001 2. EFFECTIVE DATE – June 9, 2015 3. PAGE 1 OF 1

4. ISSUED BY: Fluor-B&W Portsmouth LLC

P.O. Box 548 Piketon, OH 45661

5. NAME AND ADDRESS OF CONTRACTOR (Name, street ,county, state &,zip code) Wastren Advantage, Inc. 1862 Shyville Road Piketon, OH 45661

6. AMENDMENT OF (RFP) SOLICITATION NO. FBP15SC44084

DATE 06/08/2015

7. The above numbered solicitation is amended as set forth in Item 8. The hour and date specified for receipt of Offers _ is extended, is not extended. Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods: (a) By completing Items 5 and 9, and returning one (1) copy of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified. 8. DESCRIPTION OF AMENDMENT Except as provided herein, all terms and conditions of the document remain unchanged and in full force and effect. This amendment is issued to provide the following: 1. Statement of Work, dated 5/14/15, Rev. 1. 2. Attachment J-8, Contractor/Supplier Submittal Register, Rev. 1 Proposal due date remains unchanged. 9A. NAME AND TITLE OF SIGNER (Type or print)

10A. Fluor B&W Portsmouth LLC

9B. CONTRACTOR/OFFEROR ______________________________________

(Signature of person authorized to sign)

9C. DATE SIGNED 10B.

___________________________________ (Signature)

10C. DATE SIGNED

PART I – THE SCHEDULE SECTION C – STATEMENT OF WORK

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SECTION C – STATEMENT OF WORK

High Pressure Fire Water and Sanitary Fire Water Systems Project

Dated 5/14/15

XKH

Typewritten Text

Rev. 1

PART I – THE SCHEDULE SECTION C – STATEMENT OF WORK

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TABLE OF CONTENTS

ARTICLE DESCRIPTION PAGE PREFACE…………………………………………………………………………………………….3

1.0 DESCRIPTION OF WORK – GENERAL .............................................................................. 3

2.0 SPECIFICATIONS, DRAWINGS, ATTACHMENTS, AND EXHIBITS ................................. 4

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

4.0 MATERIAL, EQUIPMENT, OR SERVICES FURNISHED BY COMPANY .......................... 9

5.0 TEMPORARY FACILITIES AND UTILITIES ...................................................................... 10

6.0 PERFORMANCE SCHEDULE AND SEQUENCE OF WORK ........................................... 17

7.0 REPORTING REQUIREMENTS AND COORDINATION MEETINGS ............................... 20

8.0 CORRESPONDENCE, SUBMITTALS AND COMMUNICATION REQUIREMENTS ........ 20

9.0 CONTRACT MODIFICATIONS ........................................................................................... 21

10.0 CLEAN-UP, SAFETY, WORK RULES, AND REGULATIONS .......................................... 22

11.0 WASTE MANAGEMENT…………………………………………………………………….……22

12.0 SECURITY ................................................................................................................... …....23

13.0 QUALITY ASSURANCE ..................................................................................................... 23

14.0 FINAL ACCEPTANCE……………………………………..…………………………………….24

MILESTONE SCHEDULE……………………………………………………..…………………25

ACRONYMS……………………………………………………………………………..…….…..26

FLUOR B&W PORTSMOUTH LLC SECTION C – STATEMENT OF WORK High Pressure Fire Water and Sanitary Fire Water Systems Project

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PREFACE:

The Portsmouth Gaseous Diffusion Plant is a DOE owned facility located near Piketon, Ohio. The DOE Portsmouth Plant (PORTS) was previously engaged in uranium enrichment for defense purposes but was deactivated in 1981 and is currently undergoing Decontamination and Decommissioning (D&D) and site revitalization. To support ongoing Decommissioning and Demolition operations, an operable fire suppression and protection system must be maintained. During recent years, both the High Pressure Fire Water and Sanitary Fire Water systems have developed leaks and component failures that reduce system dependability for optimum performance. The basis of operation utilizes both systems concurrently to provide required system line pressure and flow volume. The purpose of this project is to replace components using industry accepted work practices. Due to the age of both systems, replacement components “in kind” may not be available and replacement with “as equal” components will be necessary.

1.0 DESCRIPTION OF WORK – GENERAL

The Contractor shall supply all adequate and competent labor, supervision, tools, equipment, consumable materials, services, testing devices, warehousing and each and every item of expense necessary for the supply, fabrication, installation, application, handling, hauling, unloading and receiving, construction, demolition, sampling collection assembly, evaluation, and quality assurance for the broken component replacement

Sub-site surveys commensurate with Company provided excavation permits

Setup construction boundaries, traffic and erosion control devices to protect each surrounding work area

● Excavate, shore and inspect to determine the most appropriate solution

De-watering and collection (as required) at excavation sites

Manage, package or re-locate excavated material as directed by the company

● Furnish and install new components as necessary to replace each broken feature

Furnish and install pipe bedding, support and thrust blocking as required

● Schedule a company project representative to verify component replacement success.

Install and compact approved soil for backfilling

Restore and replace any damaged site property including but not limited to, pavements, sidewalks, temporarily relocated obstructions and boundary fencing.


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2.0 SPECIFICATIONS, DRAWINGS, ATTACHMENTS, AND EXHIBITS

All work shall be performed in strict accordance with the following specifications, drawings and accompanying documents. The Contractor shall notify the Company in writing of any conflict between these specifications and Federal or State guidelines.

2.1 Specifications

Specification No. Title

FBP-CSPEC-02200 Excavation and backfilling

FBP-CSPEC-03300 Reinforced concrete

FBP-SCPEC-05510 Structural steel fabrications

FBP-CSPEC-09900 Field and Finish Painting

FBP-CSPEC-17100 Piping-General

FBP-CSPEC-17110-105 Sanitary Fire Water Pipe & Hydrants

FBP-CSPEC-17120 Valve List-Sanitary Fire Water

FBP-CSPEC-02821 Seeding and Mulching

FBP-CSPEC-02444 Chain Link Fence and Gates

2.2 Tables

Table #1 Component Data for Each Replacement (see Exhibit 6)

2.3 Attachments

For Attachments refer to Section J.

2.4 Exhibits

Exhibit No. Title

Exhibit 1 Milestone Schedule

Exhibit 2 Acronyms

Exhibit 3 General Site Map of HPFW System


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Exhibit 4 General Site Map of SFW System

Exhibit 5 Pictorials

Exhibit 6 Component Data for each Replacement (Table #1)

2.5 References

The attached information is provided for reference in preparing your bid. Your consideration of this information is not intended, nor does it limit, the Contractor’s responsibility to verify and ascertain the conditions in accordance with clause H.69. This information, sketches, exhibits, drawings and the site visits shall be used to quantify and determine the conditions at the project site.

3.0 DESCRIPTION OF WORK – SPECIFIC

The Work to replace defective components is described in Articles 1.0 and 2.0 of this Statement of Work shall include, but not be limited to, the following:

3.1 Sub-site surveys

The Contractor shall perform or cause to have performed sub-site surveys at each excavation location commensurate with the Company issued excavation permit. The excavation permit will consist of drawings that indicate known underground interferences within the work area. When performing the sub-site surveys a Company Engineer shall be present and will have in their possession the permit in which is to be issued prior to exaction activities.

3.2 Installation of New Components

NOTE: Excavation location, component information and work area conditions discussed in the following sections can be found in specific detail in Exhibits 3, 4, 5 and 6 of this RFP. The Contractor shall adhere to specifications reference in section 2.1 of this RFP when preparing their bid commensurate with this section.

Prior to replacement of components the Company will have the system relieved of hazardous stored energy per location. However, the contractor shall expect residual water to be present in the lines and components at each specific location. The contractor will be responsible for removing the residual water from the lines, capturing it and pumping it into near-by storm drains as directed by a Company Environmental Representative.

The Contractor shall excavate broken components and replace in kind or with approved “or-equal” substitutions. Prior to installation, components to be used as replacements shall have specifications/cut-sheets submitted to the Company for approval as described in Attachment J-8 of this RFP.

All push blocks and mechanical joint restraints will be installed in kind or approved equal.

At the conclusion of each repair, the Contractor shall inspect the completed work with the Company Field and Quality Representative and perform a visual leak test at full system


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pressure to confirm that the repair is leak free. Each repair will then be backfilled, compacted and any surface improvements restored.

3.3 Complex Working Conditions

All work will be located inside the Portsmouth Gaseous Diffusion Facility Limited Security area. Special Work inside the PORTS Limited Area will require pre-scheduling escorts oversight and controls supplied by the Company Exhibit J-14 provides specific security protocol requirements. The Portsmouth Gaseous diffusion Facility Sanitary Fire Water (SFW) distribution system is primarily cement-lined ductile Iron schedule 50 pipe with mechanical joint fittings. The original system was constructed in 1952 and has remained in service since that time. Hydrants, valves and fittings may no longer be available and the contractor should consider replacement with new, commercially available materials. The Portsmouth Gaseous Diffusion Facility Sanitary Water distribution system has a working pressure of 70 PSIG. The SFW system is a non-safety class system The Portsmouth Gaseous Diffusion Facility High Pressure Fire Water (HPFW) system provides fire water to sprinkler systems of the GDP Process Buildings X-326, X-330, X-333, X-343 and sprinklers located inside the X-626 cooling tower. The High Pressure Fire water system also provides sprinkler and hydrant water across the ACP area. The HPFW system was not part of the original plant design and was added in 1980. The material is primarily cement mortar lined carbon steel pipe with bituminous coating. The working pressure of the HPFW system is 120 PSIG. The HPFW system us an Augmented Quality (AQ) System requiring NQA-1 inspection, materials documentation and QC controls.

3.4 Specific Sequence of Activities

3.4.1 Contractor may mobilize to the Construction Zone once they have received an “A” or “B” status on all required pre-mobilization submittals and Authorization to Mobilization (ATM) has been given.

3.4.2 Prior to the start of work, the Company will coordinate the Alignment/Kickoff Conference and walk-through with the Contractor to conduct a field survey of the isolated / air gapped utilities and to verify that all utilities (e.g., electric, water, and/or air services lines, etc., are physically air gapped, capped and/or controlled (as-needed for the scope of the work), per the LOTO.

3.4.3 Contractor shall coordinate all mobilization activities with the Company Field Representative and CTR listed in section G.3.

3.4.4 Contractor shall install erosion and sediment control measures per the Environmental Protection section of this Statement of Work and Exhibit 5. Contractor shall maintain erosion and sediment control measures throughout the duration of the project.

3.4.5 Contractor shall coordinate with the Company Field Representative to establish the field office location, break area, smoke area, restroom facilities, lay down area, staging area, container queuing area, weight scale location and other temporary


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facilities. Refer to Exhibit-3 for general location for Contractor temporary facilities. Changes to the approved contractor’s temporary facilities area must be approved by the Company Field Representative prior to making the change.

3.4.6 Contractor shall establish a waste container staging area as indicated on Exhibit 3. The Contractor shall provide physical boundaries and signage for the waste container staging area(s). The staging area shall be used as a temporary storage area for full debris/soil containers.

The Contractor shall strategically place Company furnished temporary contaminated soil storage containers to facilitate the handling of potentially contaminated excess soil.

3.4.7 Contractor shall establish and erect boundaries around work areas to delineate Construction Zones and prevent unauthorized entry. All temporary boundaries will be approved by the Company Field Representative before installation.

Contractor shall provide and install safety / warning signs, such as requirements for personal protective equipment (PPE) and “Danger Construction in Progress”.

3.4.9 Contractor shall install the Company furnished project sign at a location directed by the Company Representative.

3.4.10 Before beginning any work, the Contractor shall survey the site and examine the drawings and specifications to determine the extent of the work. The Contractor shall construct and maintain shoring, bracing, and supports as required. The Contractor shall ensure that structural elements are not overloaded and shall be responsible for increasing structural supports or adding new supports as may be required as a result of any cutting, removal, or construction work performed under this contract. The Contractor shall be responsible for any engineering or design required for temporary bracing, shoring or modifications to the existing facilities in support of removing/installing valves, hydrants, new piping equipment and other associated components shall be the responsibility of the Contractor.

If changes to the existing piping are required, the Contractor shall submit a written Modification Plan to the Company and shall not proceed with such modifications without the approval of the Company.

3.4.11 Radiological Contamination

Some Radiological contamination is anticipated, especially in excavations deeper than 10-feet. Company will provide a full time Radiological Control Technician (RCT) to observe and monitor all excavations and identify when radiological contamination is present. Whenever radiological contamination is discovered, the Contractor shall follow the Radiological work plan requirements and RCT instructions when proceeding with any work involving radiological contamination or suspected radiologically contaminated materials.

Soil and materials removed from any radiologically contaminated excavation will be handled in strict accordance with radiological control protocols. All ground water or storm water removed from a radiologically contaminated excavation will be


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collected, sampled, and will be disposed of in accordance with radiological disposal requirements.

Tools and equipment used in radiologically contaminated areas will be de-contaminated to “free release” levels before removal from the radiological posted area. If contaminated equipment is to be transported from one contaminated area to another, the equipment will be tightly wrapped to control all contamination and identified for use only inside contaminated boundaries.

For detailed requirements when working in radiologically posted areas, please refer to J-13, Section II

3.5 Contractor Work Plan:

3.5.1 The Contractor shall submit a Detailed Work Plan for each task to be performed. The plan can be one work plan with sections on each task or a series of work plans. The Contractor shall follow the format specified in Attachment J-25. The Contractor’s Detailed Work Plan(s) will be reviewed by the Company High Hazard Work Review Board as part of the submittal review process. The Contractor should be prepared to address their approach to safety management for high hazard work. Required attendees include the Contractor’s HSE representative and field supervisor who shall present the Contractor’s approach managing high hazard work. High hazard work activities include:

Electrical work – greater than 50 volts Excavation 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 ALARA review and

chemical for high concentration acids, caustics (>10%)) Contractor shall place hold points for each repair location for Company

inspection and sign-off, utilizing Company approved inspection forms. This activity must take place prior to excavation being back filled.

3.5.2 The Contractor shall submit for approval a detailed Work Plan including but not limited to the following:

A. The Contractors’ work sequence taking advantage of close proximity repairs to

minimize plant traffic disruption B. Soil handling methods, especially if radiological contamination is discovered. C. Methods to control fugitive dust emissions during excavation and backfill

activities. D. Provisions to protect adjacent structures, equipment, material, underground

and above ground utilities from damage, including protection from projectiles E. Methods to be used to remove and restore surface improvements (i.e.

pavements, concrete floors and walkways) F. Plans to use by-pass piping during repair activities to minimize disruption to

ongoing plant activities. G. Methods to be used to decontaminate tools and equipment after work in

contaminated areas.


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H. Methods to be used (confined space) to work inside excavations deeper than 4-feet.

I. Demobilization of materials, tools and equipment from work area upon task completion.

3.6 Pay Item Descriptions

The Pay Item Descriptions as defined in Section B.2 show activities for which the Contractor shall report progress and use for invoicing.

3.8.1 Contractor shall submit a value for each pay item (refer to Section B – Supplies or Services and Prices/Costs for Pay Item Schedule of Values). The value shall correspond to the descriptions of the activities including profit, overhead, insurance, training and submittal documents not specifically listed as a pay item shall be allocated to each pay item proportional to its value. The Company will review each pay item value to ensure that the value is consistent with the work to be performed. Pay item values determined by the Company to be unacceptable shall be revised and resubmitted by the Contractor. Payments shall not be made to the Contractor until the Company approves the pay item values.

3.8.2 Contractor shall submit a unit price per 10 linear feet at 4 foot in depth of additional excavation in the event of a discrepancy at any location. A multiplier shall also be provided for additional depth greater than 4 foot. All additional components in need of replacement would be included separately from this unit price.

3.7 Assumptions of Anticipated Site Conditions

A. All backfill material can either come from the excavation or the Company’s site soil stockpile.

B. All above ground utilities will be re-routed by the Company, as needed, prior to Contractor mobilization.

C. IH Support will be provided by the Company.

D. Contractor will not be required to supply temporary water to affected facilities during outages.

E. Component replacements will be isolated to the components identified in this RFP.

4.0 SERVICES AND MATERIALS FURNISHED BY COMPANY

4.1 Services:

4.1.1 Radiological Controls including:

Full-time services of Radiological Control Technician (RCT) to monitor and manage radiological controls, sampling and monitoring

Anti C’s coveralls while working in a radiological contamination area.


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Radiological Work Permit (RWP)

Respirators if required by RWP

Radiological boundary postings

4.1.2 Waste management services including:

Applicable waste containers for use by Contractor to handle excess contaminated soils, waste pavement, broken concrete, removed waste waterworks equipment

Waste Management oversight to weigh and placard containers for on-site disposal

Disposal area for excess soil (clean and contaminated) waterworks debris (clean and contaminated)

4.2 Materials

None

4.3 Permits

Notwithstanding the Article entitled the "Permits, Applications and Licenses" in Section H Special Contract Requirements, Company will furnish the permits listed in Article 5 Q.

4.4 Inspection

Inspection of the Work required by Governmental agencies shall be arranged by Company. Contractor shall request such inspection through Company only after the work is ready for inspection.

The Company Quality Representative will conduct field inspections to verify compliance to Contractor Work Plans, project submittals and Section C. Contractor shall make provisions through the submittal process for quality source inspections of any procurements or sub tier vendors.

4.5 Communication

The Company will provide Plant radios as required

4.6 Respirators

The Company will provide required respirators if required.

5.0 TEMPORARY FACILITIES AND UTILITIES


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5.1 Furnished by Company

Company will supply or cause to be supplied the following temporary facilities and utilities to Contractor, without cost to Contractor, for or in connection with performance of the Work:

A. Parking areas for the Contractor's Work vehicles will be limited to a location near Ports Gate C. Parking along plant site roads and streets shall not be permitted. Unless otherwise permitted by the Company Representative, parking for the Contractor and subcontractor employees' shall be limited to the parking lot outside the security fence parking facilities.

B. Water, (for work only, non-drinking water) will be provided by the Company. The Company will provide and install a backflow preventer for use by the Contractor to connect water piping or hoses. Connections to and disconnections from backflow preventer shall be by the Contractor. The Company will not provide potable water.

C. Limited roughly graded space on the plant site for temporary facilities and storage of material and equipment. (No storage facilities or protective coverings of any kind will be furnished by Company.)

5.2 Furnished by Contractor

Except as expressly set forth in Article 5.1 of 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 the Contractor. 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 Company Representative.

A. Temporary office and materials/equipment storage area

1. Contractor trailers must be secured or anchored to prevent movement or turnover from high winds. Trailer anchoring shall meet OBBC & DOE-STD-1088-95. Preferred Anchor system is a Minuteman LLBS system with drive pins as determined in length per project condition. 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 24 CFR 3285.402. Electrical connections must be made by a qualified electrician. The Company reserves the right to inspect and approve the Contractor’s office installation, through review and approval by the Company Representative.

2. Power for connection of the Contractor’s Project Trailer shall be provided by the Contractor’s portable generator

3. Maintenance of Contractor's lay down, storage and work areas and roads within such areas are the Contractor’s responsibility

4. 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


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Temporary Roads, and Parking, Lay-down areas and Temporary Utilities. ODOT #304 gravel shall be used as fill where needed.

5. The Company will provide waste containers for soil and debris as outlined in the Waste Management section of this Statement of Work.

6. Smoking Areas:

Contractor personnel shall only be permitted to smoke at designated smoking areas as directed by the Company Representative.

B. Eating Facilities

It is the Contractor’s sole responsibility to provide break and lunch areas for their employees, vendors and subcontractors (Attachment J-13). Refer to special requirements for eating and break facilities in radiological areas (Attachment J-13 Section II).

C. Sanitary and Change Facilities

The Contractor shall supply Sanitary and Change Facilities required for the project. Contractor shall coordinate with the Company Field Representative for the location of Sanitary and Change Facilities (Attachment J-13).

D. Storage Compounds

The 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 with Company Field Representative before storage of materials commences. Such compounds shall be maintained for the storage of the approved materials and for no other purpose.

E. Construction Power/ Temporary Facility Area Power

1. Contractor shall provide temporary power (generator) to provide electric for temporary facilities, temporary lighting, tools and equipment, in compliance with NRTL; 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. The Contractor shall provide temporary lighting or task lighting to perform the work.

2. Contractor shall be responsible for maintaining and removing any equipment or devices installed.

3. Before the Contractor plugs in any electrical appliance to any plug socket, it 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.

F. Water


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1. The water supply source furnished by the Company shall be used only in connection with work performed under this contract (refer to Article 5.1 of this Statement of Work).

2. 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.

3. Locations of temporary piping shall be subject to review and approval by the Company Representative. Any permits/permission required will be coordinated by the Company Representative. 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 Company Representative. Contractor shall provide all necessary fittings, connections and equipment to provide a complete water system

G. Water Disposal and De-watering

1. 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 or not allowable for local discharge, to approved offsite disposal locations approved by Company Representative.

2. Contractor shall be responsible for dewatering of any excavations or construction areas. It may not be discharged to the sanitary sewer or storm sewer systems.

3. Water Removed from contaminated excavations will be collected and handled as contaminated water and must be disposed of in accordance with contaminated waste protocols.

H. Temporary Buildings

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

I. Fuels and Lubricants

1. Oils, greases, and similar materials must be stored in nonflammable bins or buildings or in a fenced compound remote from other combustible materials in accordance with NFPA and as approved by Company Representative.

2. "No smoking": signs shall be provided by Contractor and prominently displayed in areas where flammable materials are stored. Additionally, Contractor shall provide and maintain suitable fire extinguisher in such areas.

3. Contractor shall provide all fuel for heating and ventilation for their Temporary Facilities.


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4. Fossil Fueled Vehicle Limitations in Buildings: This limitation is 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, or ethanol. 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.

5. 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 an acceptable secondary containment device as approved by HSE and the Company Representative. 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.

6. 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 Company Representative. Provisions shall be made for draining off accumulations of water.

7. The 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 will require grounding per OSHA 29 CFR 1926 (F) (3)(i).

J. Communication

Contractor shall provide and operate all means of communication required for performance of the work, including but not limited to telephones, facsimiles, and computer equipment. Wireless communication systems shall be approved by Company representative prior to bringing the system on-site. Cameras are not permitted on site. The Company will provide site radios.

K. Temporary Roads and Parking

1. Contractor shall be responsible for providing and maintaining all roads and parking areas deemed necessary by Contractor for access, and 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 shall be constructed in a manner to prevent damage to permanent roads, facilities, and underground utilities and structures.


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

3. Contractor shall comply with load restrictions in all buildings and all roads and bridges.

4. Maintenance of Traffic: The Contractor shall provide flagmen, safety cones, barricades, signage, etc., as necessary to maintain safe traffic flow on plant streets.

5. The Contractor shall, furnish, erect, and maintain during the progress of construction, substantial barricade, bridging, ramps, sidewalks, cones, barrels, guard rails, and signage; furnish, place and maintain adequate lights and warning signals, provide flagmen and watchmen.

6. No Plant streets or roadways shall be barricaded without coordination with the Company Field Representative. Requests for street closures shall be submitted to the Company Field Representative for approval at least three (3) days in advance.

7. Contractor area barriers shall have a designated entrance location(s); each location shall have a sign identifying the project name, contract number, Contractor, Contractor contact and phone number and Company Field Representative contact and phone number to notify for entry.

8. Barricades, temporary bridging, and other temporary construction installed by the Contractor shall be removed by the Contractor upon completion of work requiring such safeguards.

L. Equipment Inspections

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

M. Material Handling and Rigging

1. 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 Company representative.

2. Contractor shall provide and operate cranes and other necessary equipment for handling, hauling, unloading, and receiving Contractor-supplied materials, tools, and equipment.

3. Refer to FPR Hoisting and Rigging J-13 1.28 for project lifts.

N. Weather protection of the work and any methods required to allow continuation of the work during periods of inclement weather.

O. Small tools (as described in Attachment J-13 1.47 and 1.48)


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1. The Contractor shall perform a daily inspection of all equipment, vehicles, tools, safety devices, electrical cords, equipment guarding, fire extinguishers, etc. to assure the safe working condition and OSHA compliance of all tools and equipment. Documentation must be compiled by date and list all the tools/equipment inspected for that date, daily inspection of tools/equipment shall be noted on the Contractor Daily Report.

2. 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. Prior to reinstating tools and equipment previously taken out of service, the tools and equipment must be inspected by the competent person.

P. Electric Power Tools and Equipment (as described in Attachment J-13 1.47 and 1.48)

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

Q. Permits

1. Job Site Work Permits: All permits required for performance of the Work at the jobsite will be arranged by the Company. The Company will provide the following permits as required: Contractor shall request the permit a minimum of five (5) working days in advance of the permit need.

(1) Excavation (2) Penetration (3) Welding / Hot Work (4) Lock Out Tag Out (LOTO) (5) Radiological Work Permit (RWP) (6) Confined Space Work Permit

R. The Contractor shall provide temporary fencing to identify work areas, temporary

facilities areas, materials, and equipment storage areas.

S. Contractor shall provide project signs for traffic control, and direction, and for identifying project areas.

T. Only Contractor's vehicles, as approved by a Company Field Representative, will be allowed in the construction zone.

5.3 Environmental Protection

A. Vehicles or equipment shall not be stored in areas where spillage or leakage of materials would enter the plant's drainage system without an approved leak mitigation plan. The Contractor shall immediately notify the Company Field Representative 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.


Page 17 of 26

B. The Contractor shall submit erosion and containment control measures including plans for such measures for all contractors’ plans and activities. Erosion and containment control measures and plans are subject to approval by the Company Representative and Company’s Environmental, Safety and Health and Quality (ESH&Q).

C. 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 is complete. Contractor shall submit Safety Data Sheets (SDS) for review and approval prior to bringing such items on-site in accordance with Attachment J-13.

5.4 Excavation/Penetration

A. A Excavation/ Penetration Permit is required when breaching or penetrating any building surface more than 1-½” (unless excluded), any blacktop or concrete pavement surface more than three (3) inches, or the earth’s surface more than twelve (12) inches. 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 in accordance with J-13 Paragraph 1.39.

B. The Contractor will perform or have performed a subsurface investigation to aid in locating existing buried/ hidden utilities or other underground structures or interferences that could impact the Work. Prior to excavation, soil penetration, or other soil/surface disturbing activities, the Company shall review the Contractor’s subsurface investigation to verify the location of buried/ hidden utilities or other underground structures or interferences that could impact the Work. Contractor shall request and obtain a Penetration Permit from the Company following review of the subsurface investigation and prior to digging.

If during the execution of the Work, the Contractor encounters buried/ hidden utilities or other underground structures or interferences not identified previously, the Contractor shall STOP WORK and immediately advise the Company and confirm findings in writing. Company will evaluate findings and direct Contractor to resume work following investigation in accordance with J-13 Paragraph 1.39. The Contractor shall record location, including elevations of buried/ hidden utilities or other underground structures or interferences.

C. All excavations require Company Health Physics to survey the excavation process.

5.5 Existing Utilities/Service Interruption

A. Where work involves breaking into or connecting to existing services or utilities, the Contractor shall schedule work and perform interruptions in coordination with plant utility requirements.

6.0 PERFORMANCE SCHEDULE AND SEQUENCE OF WORK


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6.1 Milestone Requirements

Specific Milestones, interfaces, and other schedule related bases of this Contract are as set forth in Exhibit 1.

6.2 General Scheduling Requirements

General scheduling, reporting and coordination requirements shall be described in Section H and C, 6.0, Special Contract Requirements.

A. Contractor shall submit the detailed schedule required by Section H, and C, 6.0, Special Contract Requirements in accordance with Attachments J-6 and J-8.

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

1. Engineering deliverables by discipline 2. Mobilization time for manpower and equipment 3. Material deliveries to jobsite 4. Shop fabrication 5. Incremental completion dates of major components 6. Start and completion of different segments of work (early and late starts) 7. Any qualifying conditions of Company or Client 8. Other as necessary

6.3 Schedule Resource Loading

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 (NTP) through project completion. This resource loaded Critical Path Method (CPM) Schedule shall have the following two levels:

1. The first level, the Pay Item level (Pay Item Layout) 2. The second level, the Activity Level (Detailed Layout) 3. Activities will roll up to support the Pay Items

6.4 Baseline Schedule

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:

1. Monthly Project Schedule Update which shall include the following:

Actual or projected start and finish dates Activity progress and remaining duration Bar chart schedule comparing the current schedule to the baseline schedule Revisions to craft resources Specific to estimated schedules in man hours


Page 19 of 26

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.

6.5 Four Week Rolling Schedule

Contractor shall submit a Four-Week Rolling Schedule (refer to Attachment J-30) which documents/lists four weeks of the Project Detailed 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 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.

6.6 Contractor Scheduling Software

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:

1. Primavera P3 or P6 2. Primavera SureTrack 3. Microsoft Project

6.7 Schedule Submittals

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

6.8 Work Hours, Deliveries and Overtime

A. Normal site work hours 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 be prepared to work the hours required by Contract.

B. Material and equipment deliveries shall be permitted Monday through Thursday, e.g. 7:00 AM-5:30 PM Eastern Time. Deliveries outside of these times must be coordinated with the Company Representative at least two (2) working days in advance.

C. Requests for scheduled overtime, weekend, or holiday work during normal situations shall be made to the Company Representative at least two (2) working days before the start of these shifts.


Page 20 of 26

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

E. For work being performed outside the normal work schedule the Contractor shall coordinate with the Company Representative for any special arrangements for security, safety, escorting, health physics, and other the Company provided resources. 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 Company Representative 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 make written Daily Reports (Attachment “J-5”, Contractor Daily Report) to the Company Representative by 10:00 am each morning for the preceding day.

7.2 Weekly Progress Meetings

A. 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.

B. 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 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:

A. Indoctrination and orientation of all Contractors’ employees (also known as the Alignment/ Kick off meeting) will be held prior to the Contractor commencing work at the jobsite. (This includes the entire labor force and all new hires). The meeting will last approximately 8 hours.


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B. Other meetings/ briefings as described in Attachment J-13, as requested by the Company.

8.0 CORRESPONDENCE, SUBMITTALS AND COMMUNICATION REQUIREMENTS

8.1 Contract Transmittals

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.

8.2 Contract Submittals

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

1. Refer to the Attachment J-8, (Review Period Column) for the Company required review period of data submitted by Contractor.

2. 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.

(1) One (1) reproducible and two (2) prints shall be submitted for any documents larger than 11" x 17".

(2) Two (2) prints shall be submitted for documents which are 11" x 17" and smaller, and documents such as procedures and calculations shall be 8 1/2" x 11" size. 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 Company. Returned copies of data with Code "B" and "C" shall be resubmitted not later than ten days after the date of transmittal by Contractor of such copies of such data.

(3) Contractor shall show the Company Contract Number and identifying item numbers, if applicable, on all data submitted pursuant to this Article 8.0.

8.3 Contract Drawings and Specifications

A. The Contractor shall maintain at the jobsite up-to-date copies of all drawings, specifications, and other documents and supplementary data, complete with latest revisions thereto. In addition, Contractor shall maintain a continuous record of all field changes, and at the conclusion of the Work, shall incorporate all such changes on the "As Built" drawings and other engineering data and shall submit the required number of copies thereof to Company.


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9.0 CONTRACT MODIFICATIONS

9.1 The Contract Modification, “Attachment J-11” and the Contract Site Instruction (CSI) are the only documents by which the Contract may be changed or supplemented. Changes may not be invoiced until the appropriate modification has been executed and issued.

9.2 Company will prepare all Contract Modifications.

9.3 Both Company and Contractor’s authorized representatives shall execute all Contract Modifications.

9.4 Contract Modifications shall be numbered consecutively.

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

10.1 General Safety

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

10.2 Contractor’s Safety Plan

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, subcontractors, and suppliers.

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

11.0 WASTE MANAGEMENT

11.1 General

Waste generated by this project will be limited to excess soil, broken asphalt and concrete pavements and some waste waterworks material replaced by new equipment.

Depending on the contamination level of the surrounding soil, some soils and debris may be contaminated and require permitted disposal at an on-site facility

The Contractor shall not collect or store debris. When debris piles are necessary for the work, the Contractor shall maintain the piles in a safe orderly condition. This includes minimizing the volume to reduce hazards associated with the material.

11.2 Debris/Waste Container Supply and Management

A. Company furnished Waste Containers


Page 23 of 26

1. The Company will provide roll-off box type containers for use by the Contractor to transport and dispose of soil, debris and waste. The Company will stage the empty containers in areas requested by the contractor and approved by the Company site representative.

2. The Contractor shall be responsible for damage to Company provided waste containers caused by loading other than normal wear. The Contractor shall maintain the Company provided waste containers as appropriate to maintain their function.

11.3 Labeling of Waste and Containers

A. The Company will be responsible for labeling and marking waste containers for soil and demolition waste.

11.4 Contractor Generated Waste

A. Waste Package Certification will be required for miscellaneous Contractor waste or any waste associated with Contractor break areas. Contractor waste shall not be mixed with any of the excavation or demolition waste.

11.5 Debris Classification

A. Industrial Debris/Sanitary Waste

Industrial debris/sanitary waste will include excess excavated soil, site work improvement demolition, waterworks debris, construction debris, etc.

B. Low-level Waste

In the likely event LLW is encountered, waste activities will be adjusted to meet Exhibit J-13, Section II under the direction of the Radiological Control Technician (RCT). Waste will only be disposed of at designated on-site disposal locations.

12.0 SECURITY

12.1 Security Requirements at the PORTS Site

The Contractor shall comply with all requirements of Attachment J-15, Specification 01546 PORTS Company Site Security Requirements while performing work under this contract.

13.0 QUALITY ASSURANCE

13.1 Quality Assurance Program

The Contractor shall be responsible for maintaining an acceptable Quality Assurance Program as specified in Attachment J-16 “Quality Assurance Requirements”. The Contractor shall submit a Quality Assurance Program Plan including Inspection Procedures and documentation for approval prior to Authorization to Mobilize (ATM) in accordance with Attachment J-8. The Company must approve the Contractor‘s Quality Assurance program


Page 24 of 26

prior to initiating work.

14.0 FINAL ACCEPTANCE

14.1 Acceptance of Contract:

A. In Conjunction with Contract Clause H.54 the Contractor shall coordinate a final acceptance walk down of the work with the Company Representatives and others as required to verify completion of the work and resolution of any identified discrepancies. Discrepancies will be documented in accordance with J-16 and shall be resolved by the Contractor prior within the Contractor’s project schedule time for work completion and not extend beyond the approved project schedule.

B. A Final Completion of the Punch List will be developed and agreed by the Company and Contractor. Any nonconformance shall be just cause for rejection of the service provided and delayed payment until the supplier complies with the SOW.

C. Company shall verify that all deliverables have been received and that all contractual documentation requirements have been satisfied.

15.0 DEMOBILIZATION AND CLOSE-OUT

ACTIVITY DESCRIPTION

Contractor shall demobilize all tools and equipment from the job site once all work has been completed. All equipment SHALL have a UE-5 before leaving job site.


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Exhibit 1 – Milestone Schedule

Schedule Summary

Pay Item Pay Item Description

Duration (Calendar Days)

1 Notice to Proceed (NTP) -

2 Pre-Mobilization Submittals 21 Days after NTP

3 Mobilization and Training 28 Days after NTP

4 Completion of all component replacement and site restoration listed in Exhibit 6

200 Days after NTP

5 Demobilization, contract close out and final documentation

220 Days after NTP

Exhibit 2 – Acronyms

FLUOR B&W PORTSMOUTH LLC SECTION C – STATEMENT OF WORK X-670, X-670A RCW Cleaning/ Repairs

Page 26 of 26

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 Fluor – B&W Portsmouth

FMSCR Federal Motor Carrier Safety Regulations

GFCI Ground Fault Circuit Interrupter

GVWR Gross Vehicle Weight Rating

HEPA High Efficiency Particulate Air

HSE Health Safety Environmental

KW Kilowatt

LLBS Longitudinal and Lateral Bracing System

LLW Low-Level Waste (radiological)

LOTO Lock Out Tag Out (electrical)

NEC National Electric Code

NFPA National Fire Prevention Association

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

Contract / PO Number: XXXXXXX Contract / PO Title: XXXXXXX Contractor: XXXXXXX

Submittal Schedule Date Document Submitted To Submittal Purpose Submittal Review (Internal Use) Submittal Approval (Internal Use) Submittal Distribution (Internal Use)

A = Within X days after award PROC = Procurement APP = Approval DESIGN = Eng of Record Review DESIGN = Eng of Record Review DESIGN = Eng of Record Review

B = XX days max. from NTP DC = Document Control ACC = Acceptance QA = Quality QA = Quality QA = Quality

C = Prior to Authorization to Mobilize INF = Information CONST = Welding, Construction Eng CONST = Welding, Construction Eng CONST = Welding, Construction Eng

D = XX days prior to start of the activity Other = As Identified PROC = Procurement PROC = Procurement PROC = Procurement

E = XX days after completion of activity HSE = Health, Safety, Environ. HSE = Health, Safety, Environ. HSE = Health, Safety, Environ.

F = Prior to Entry EP = Environmental Protection EP = Environmental Protection DC (Project File) – Record Copy

G = With Bid / With Proposal Other = As Identified Other = As Identified Other = As Identified

H = As required/As Needed

Other = As identified

Attachment –J-8

Contractor / Supplier Submittal Register

Submittal

Number Submittal Title

Spec/PO/Contract

Section Reference

Submittal

Schedule

Date

Submittal

Review

Period(Calendar

Days)

Documen

t

Submitted

To

Submittal

Purpose

Submittal Review

(Internal Use)

Submittal Approval

(Internal Use)

Submittal

Distribution

(Internal

Use)

Proposal Submittals

NA Experience Modification Rate (EMR), Total Case Rate (TCR), and Days Away, Restricted, and Transfer (DART) for past three (3) years.

Section J Attachment 13

G NA PROC APP PROC HSE Proc. File

NA

Experience Modification Rate (EMR) updates


G NA PROC APP PROC HSE Proc. File

NA OSHA 300-A Logs


G NA

PROC APP PROC HSE Proc. File

NA Subcontractor Request

Form

Section B.10 E Section

J Attachment 13 H

5 PROC APP PROC PROC Proc. File

Procurement Submittals

NA Labor Agreement Letter of

Assent Section H 18 A(20) NA PROC INF PROC PROC Proc. File

NA Performance Bond Section B.11 A(15) NA

PROC APP PROC PROC Proc. File

NA Payment Bond Section B.11 A(15) NA

PROC APP PROC PROC Proc. File

NA Pay Item Schedule Invoice

Section G.5.1 (b) A(15) 10 PROC APP PROC PROC Proc. File

NA Pay Item Invoice Summary

Section G.5.1 (b) A(15) 10 PROC APP PROC PROC Proc. File

XKH

Typewritten Text

Rev. 1












Attachment –J-8


Submittal


Spec/PO/Contract

Section Reference

Submittal

Schedule

Date

Submittal

Review

Period(Calendar

Days)

Documen

t

Submitted

To

Submittal

Purpose

Submittal Review

(Internal Use)

Submittal Approval

(Internal Use)

Submittal

Distribution

(Internal

Use)

NA Commercial Request for Information (RFI)

Section C H 10 PROC ACC PROC PROC Proc. File

NA Certificate of Insurance Section H 24 (h) A(15) NA PROC INF PROC PROC Proc. File

NA Progress Payment Release

Section G 5.1 (a) Other 10 PROC APP PROC PROC Proc. File

NA Notice of Completion Section H54 (a) E (10) 10 PROC ACC PROC DESIGN DC (Project

File)

NA Final Release Payment Section G.4 (f) E (45) 45 PROC APP PROC PROC PROC

Engineering Design Submittals

XXXXXX -001

Specifications for component replacements

per location Section C D(10) 5 DC APP

CONST, QA, DESIGN

DESIGN, (QA for AQ Components)

DC (Project File)

Pre-Mobilization Submittals

XXXXXX

-002 Substance Abuse Consent Form

Section H-81 B(36) 10 DC APP HR HR DC (Project

File)

XXXXXX

-003 Detailed Schedule Section C B(36) 10 DC ACC CONST CONST

DC (Project File)

XXXXXX

-004

Contractor HSE Representative Designation


B(36) 10 DC APP HSE HSE HSE

XXXXXX

-005 10 CFR 851 Fit For Duty Evaluation


B(36) 10 DC ACC CONST/HSE HSE HSE

XXXXXX

-006

Subcontractor OSHA Competent Person Designation


B(36) 10 DC ACC HSE HSE HSE












Attachment –J-8


Submittal


Spec/PO/Contract

Section Reference

Submittal

Schedule

Date

Submittal

Review

Period(Calendar

Days)

Documen

t

Submitted

To

Submittal

Purpose

Submittal Review

(Internal Use)

Submittal Approval

(Internal Use)

Submittal

Distribution

(Internal

Use)

XXXXXX

-007 Hazard Assessment Section J Attachment

13 B(36) 10 DC APP CONST CONST/HSE

CONST/HSE

XXXXXX

-008

Contractor’s Work Plan

Section C B(36) 10 DC APP CONST, OTHER CONST CONST

XXXXXX

-009 Contractor’s Project Specific Safety Plan


B(36) 10 DC APP CONST, HSE HSE DC (Project

File)

XXXXXX -010

Contractors Corporate Safety Plan

Section C and Section J Attachment J-13

B(36) 10 DC APP HSE HSE CONST

XXXXXX

-011 Contractor’s Environmental Plan

Section J Attachment J-13

B(36) 10 DC APP HSE/EP HSE/EP CONST/EP

XXXXXX

-012

Project-specific QA Plan for each SOW

Section C and Attachment J-16

B(36) 10 DC APP QA QA PROC,

CONST, DESIGN

XXXXXX

-013 Written Hazardous Communication Program


B(36) 10 DC ACC CONST CONST/HSE CONST/HS

E

XXXXXX

-014 Contractors Program for Physiological Monitoring


B(36) 10 DC ACC CONST CONST/HSE CONST/HS

E

XXXXXX

-015 Employee Training Records


B(36) 10 DC ACC CONST CONST OTHER:

TRAINING

Pre-Construction Submittals XXXXXX

-016 Equipment List Section J Attachment

13 F 10 DC APP CONST CONST/HSE

CONST/HSE

XXXXXX

-017 Hoisting and Rigging Equipment Information


D 5 DC ACC CONST/HSE HSE CONST/HS

E












Attachment –J-8


Submittal


Spec/PO/Contract

Section Reference

Submittal

Schedule

Date

Submittal

Review

Period(Calendar

Days)

Documen

t

Submitted

To

Submittal

Purpose

Submittal Review

(Internal Use)

Submittal Approval

(Internal Use)

Submittal

Distribution

(Internal

Use)

XXXXXX

X-018

Equipment Operator Qualifications/Proficiency Statement


F 10 DC APP CONST CONST/HSE CONST/HS

E

XXXXXX

-019 Lift Plan Section J Attachment

13 D30 10 DC APP CONST CONST/HSE

CONST/HSE

XXXXXX

-020 Incident/Injury Report

Section J Attachment

13 Other 10 DC APP HSE HSE HSE

XXXXXX

-021 Chemicals List


13 E10 10 DC ACC CONST CONST/HSE

CONST/HSE

XXXXXX

-022

Material Safety Data

Sheets


13) D10 10 DC ACC CONST CONST/HSE

CONST/HSE

XXXXXX

-023

List of all personnel with active DOE “Q” or “L” security clearances


F 10 DC INF CONST Security OTHER

(Security)

XXXXXX

-024

List of all personnel without active DOE “Q” or “L” security clearances


F 10 DC INF CONST Security OTHER

(Security)

Construction Submittals

XXXXXX

-025 Sub-site survey for each location

Section C D(5) 5 DC ACC DESIGN, CONST DESIGN DC (Project

File)

XXXXXX

-026

Health, Safety and Environmental (HSE) Reports


H 10 DC ACC HSE/CONST HSE DC (Project

File)

XXXXX

X-027 Technical Request for Information (RFI)

Section C H 10 DC ACC DESIGN, CONST DESIGN PROC

XXXXX

X-028 Contractor Daily Report Section C H 10 DC ACC CONST CONST

DC (Project

File)












Attachment –J-8


Submittal


Spec/PO/Contract

Section Reference

Submittal

Schedule

Date

Submittal

Review

Period(Calendar

Days)

Documen

t

Submitted

To

Submittal

Purpose

Submittal Review

(Internal Use)

Submittal Approval

(Internal Use)

Submittal

Distribution

(Internal

Use)

XXXXXX

-029 Contractor Overtime Request

Section C H 10 DC APP CONST CONST DC (Project

File)

XXXXXX -030

Requests for street closures

Section C H 10 DC APP CONST CONST OTHER:

PSS, Security

Construction Completion/Close Out Submittals

XXXXXX

-031 Written report explaining repair at each location

Section C E(10) 10 DC ACC CONST DESIGN DC (Project

File)

Attachment –J-8


J-8-6

Instructions

Completion of the Submittal Register – Part I

Instructions for Fluor-B&W Portsmouth LLC

1. FBP will insert the submittal number as follows:

Contract Number/PO Number

Sequential number

Contract # Sequence#

XXXXXXX 001

Contract # Sequence #

XXXXXXX 001

2. Note: When additional submittals are required the Contractor shall enter the next sequential

number in that submittal group (i.e. if the last submittal number in a group was XXXXXXX--

025, the next submittal number would be XXXXXXX--026).FBP will insert the Submittal

Title

3. FBP will insert the Specification/PO/or Contract Section the submittal is referenced in

4. FBP will replace the XX with the desired number of days on the Submittal Schedule date

A – Within XX days after award

B – XX days max from Notice to Proceed (NTP)

C – Prior to authorization to mobilize

D – XX days prior to start of the activity

E – XX days after completion of activity

F – Prior to entry

G – With Bid / With Proposal

H – As required/As Needed

5. FBP will insert the Submittal Review Period for each submittal listed

6. FBP will insert who the vendor is required to submit the submittal to within the FBP

organization

PROC – Procurement

DC – Document Control

7. FBP will insert the Submittal Purpose code

APP – Approved

ACC – Accepted

INF – Information

Other – As Identified

8. FBP will insert the Submittal Reviewers (Internal Use)

DESIGN – Engineer of Record

QA – Quality

CONST – Construction


Attachment –J-8


J-8-7

HSE – Health, Safety, Environmental

Other – As identified

9. FBP will insert the Submittal Approver (Internal Use)


QA – Quality




Other – As Identified

10. FBP will insert the Submittal Distribution Requirements (i.e., once an approved or accepted

submittal, who Document Control needs to distribute a controlled or certified copy to)


QA – Quality




Other – As identified