WH-OM-1007 Spec 01010-3 Rev 2, 3/23/2018

WH-OM –1007 Blast and Paint Heat Exchangers and Header Piping PART 1 GENERAL

1.01 DESCRIPTION

This Summary of Work (SOW) shall consist of furnishing all materials, equipment, supplies, transportation, tools, facilities, labor, and supervision required to perform the task described below. The task consists of blasting and painting of the West Hackberry Heat Exchangers and associated Header Piping, which is shown on the attached drawings. Note: This 01010 Scope (paint project) shall be performed along with another two (2) other paint tasks (described in two separate technical 01010 Scope documents). Both of these “other” paint tasks are located off-site (via water access). And, these two other painting task numbers are WH-OM-1098 and WH-OM-1640. The FFPO purchasing contact person will provide additional bid details as needed in other contract documents.

1.02 LOCATION

West Hackberry is located in Cameron Parish, Louisiana approximately 35 miles south of Sulphur, Louisiana and approximately 16 miles north of the Gulf of Mexico on the Louisiana Highway 27. It may be reached by State Route 390 that intercepts with State Route 27. The site is operated by Fluor Federal Petroleum Operations Company (FFPO or Fluor).

1.03 WORK INCLUDED

A. DESCRIPTION

1. All Heat Exchanger manifold/header piping, in-line valves and components, structural skid beams, and other carbon steel components, which are shown in the clouded areas on the attached drawings, shall be surface prepared and coated by the Subcontractor per this Scope of Work and all other contract documents. All surfaces identified in this Scope of work to be coated, except for valve actuators and galvanized surfaces, the Subcontractor shall utilize NACE2/SSPC-SP10 (Near White Blast) surface preparation utilizing GMA Garnet hard blasting media, which is discussed in Paragraph 1.03.A.18 of this Scope 01010 document. The Subcontractor apply a two-part coating system per attached painting Specification 09940, Table 3-01-01, which utilizes 68-HS primer and PSX-700 topcoat. However, for all surfaces (to be hard blasted) that do not show visible rust, the Subcontractor will be allowed to utilize NACE3/SSPC-SP6 (Commercial Blast) surface preparation utilizing GMA Garnet hard blasting media. The coating system shown on Table 3-01-01 still applies to these surfaces. The following surfaces will NOT be painted: six vessel exterior shells, six vessel skirts, one high elevation inlet pipe run on each vessel, and one high elevation outlet pipe run on each vessel. Also, four (4) valves and four (4) connected spools, which are listed below, shall NOT be painted. These four (4) valves and four (4) spools are shown in “separate” clouded areas on each respective plan view drawing, and there is a “note” about NOT painting these valves and spools.

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Heat Exchanger 101 B (North Side) – 24” Valve HV-22 and a 21 foot long 24” diameter spool directly connected to North side of this valve (See drawing WH-M-105-099-B attached).

Heat Exchanger 101 B (NE Side) – 24” Valve HV-21 and a 18 foot long 24” diameter spool directly connected to South side of this valve (See drawing WH-M-105-099-B attached).

Heat Exchanger 201 B (North Side) – 24” Valve HV-24 and a 21 foot long 24” diameter spool directly connected to North side of this valve (See drawing WH-M-105-098-B attached).

Heat Exchanger 201 B (NE Side) – 24” Valve HV-23 and a 18 foot long 24” diameter spool directly connected to South side of this valve (See drawing WH-M-105-098-B attached).

2. For surfaces to be coated, where hard blasting is not possible, and the FFPO SMTR approves

the locations, the Subcontractor shall utilize either SSPC-SP2 (Hand Tool) surface preparation or SSPC-SP3 (Power Tool) surface preparation over 100% of the surface area before coating. The Subcontractor apply a two-part coating system per attached painting Specification 09940, Table 4-01-01, which utilizes Amerlock 2/400 primer and PSX-700 topcoat.

3. The Heat Exchanger shells, “high” elevation heat exchanger inlet/outlet piping lengths, and the previously painted spool pieces identified (which are discussed in Paragraph 1.03.A.1 above), are indicated on the drawings as NOT to be painted. These surfaces shall be thoroughly protected from over blast or over spray. Any over blast or over spray shall be the responsibility of the Subcontractor to repair as needed, in order to restore all of these surfaces to original condition or better.

4. All surfaces to be coated utilizing surface preparations to the requirements of SSPC-2 and

SSPC-3 shall be solvent cleaned before coating application, using PPG Amercoat 65 Thinner.

5. The Subcontractor shall submit to FFPO for review and approval all coating manufacturer’s

data sheets, safety data sheets (SDS), application procedures, colors, etc. as referenced in the Submittal Register (Appendix A) below, and the painting Specification 09940 attached.

6. Before surface preparation and also before coating, all surfaces to be coated shall be pressure washed with clean, chemical-free water by the Subcontractor. The Subcontractor shall pressure wash all surfaces to be coated within 36 hours of each coating operation.

Paint chips are to be physically recovered after washing to the extent possible. Note: A washdown water source (with pressure between 10 and 150 psig) will be available from the site fire protection system, via a local fire hydrant. If the Subcontractor elects to use the site water supply, he will be responsible for providing all labor, hoses, and other components required to connect to the local fire hydrant when needed, and to disconnect from the hydrant at the end of each day.

The pressure wash shall be completed with no less than 3,500 psig pressure, and the equipment nozzle shall not be ninety degrees from the surface being cleaned. The Subcontractor shall provide all wash down equipment and portable water tanks required to perform this task. After pressure washing and before blasting, a chloride test shall be performed to insure structure is free of chlorides before blasting. The acceptable level of chlorides is 5 micrograms per square centimeter. The results of the chloride test(s) shall be given to the SMTR.

WH-OM-1007 Spec 01010-5 Rev 2, 3/23/2018

7. There are two (2) piping ground penetrations which are identified on the drawings to be coated. One (1) ground penetration is 36” diameter and one (1) ground penetration is 12” diameter. These two (2) piping ground penetrations mentioned in the paragraph above shall be excavated (by Subcontractor) to a depth of 2 feet below grade (using hand shovels). The piping shall then be cleaned of all wrap material, and then hard blasted (where viable) and/or surface prepared and then prime coated down to 2 feet below grade. After the prime coating is dry, the piping shall be re-wrapped using Denso or equal paste, Denso or equal tape and 2 each 10 mil layers of vinyl tape to a level of 1 foot above ground penetration and back filled to proper level, by the Subcontractor. All wraps shall be perpendicular to the centerline of the pipe. The SMTR will inspect the excavated piping surfaces for defects. The Subcontractor shall obtain SMTR approval before applying the new pipe wrapping material.

8. The process of priming and wrapping the penetrations will include applying a thin uniform

coat of Denso Paste Primer or equal by gloved hands, rags or brushed in accordance with the manufacturer written recommendations. The primed areas shall receive Denso or equal Petrolatum Tape of the recommended width. The tape width shall allow a minimum of 55% overlap of the adjacent area, and shall be wrapped in an upwards direction, to prevent the overlap from collecting water. The Subcontractor shall complete the petrolatum tape system application by installing 2 each protective 10 mil vinyl tape coats.

9. All in-line carbon steel valve bodies, check valve bodies, relief valve bodies, and in-line

carbon steel components are considered part of the piping system, and will be surface prepared and painted as described in this SOW. Also, all carbon steel root valves for instrument process connections shall also be blasted and painted. However, all electrical conduit, electrical control panels, electrical junction boxes, all pressure and temperature gauges and transmitters, any other non in-line instrumentation, and their associated stainless steel process connections and stainless steel supports, shall be completely and thoroughly wrapped and sealed (by the Subcontractor) from any blasting material, blast dust, or coating processes, to the satisfaction of the SMTR.

10. All metal equipment tags, metal valve tags, and other metal tags attached to all valves,

actuators, instruments, or other surfaces to be coated, shall be completely and thoroughly wrapped and sealed by the Subcontractor from any blast media or dust. After the blasting and coating process is complete, the Subcontractor shall remove the temporary protection on these metal tags. All “stick-on” tags (on the process piping) shall be blasted off.

11. All actuators on manually and electrically operated valves, all valve bonnets, valve handles,

and carbon steel actuator components shall be power tool cleaned to SSPC-SP 11 and coated using painting Specification 09940, Table 4-01-01. Note: All exposed valve stems shall be completely protected from the blast media and coating processes at all times, to the satisfaction of the SMTR.

12. The Subcontractor shall dry and re-prepare surfaces not primer coated within 12 hours of

blasting cleaning or hand tool cleaning. Dry and prepare again surfaces which have been wet by rain or other moisture prior to primer coating or which exhibit signs of rusting.

13. All surfaces to be prepared for coating shall be completely dry. The surfaces to be coated

shall be surface prepared per the painting Specification 09940 attached, and also this Spec 01010 scope document.

14. All galvanized structural pipe support racks, galvanized valve access platforms, and other

galvanized components, shall be protected by the Subcontractor from any over blast and over spray at all times. Any damage to the galvanizing will be repaired to the satisfaction of the SMTR.

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15. For galvanized surfaces that are rusted (only as directed by the SMTR), lightly power-tool clean oxidized galvanized surfaces to be coated in accordance with SSPC-SP-2 and/or SSPC-SP-3 after solvent cleaning and prior to coating applications.

16. The Subcontractor shall provide for about twenty (20) square feet of (SSPC-SP2 or 3) hand/power tool cleaning and application of SMTR approved cold galvanized compound on existing rusted galvanized surfaces (use the canned type and not the aerosol type). The work on galvanized surfaces shall be performed as directed by the SMTR.

17. From the beginning to the end of the project, the Subcontractor shall provide a trash

dumpster, and will be responsible for containing, gathering and transporting all trash and construction debris from the job site to an approved disposal facility in accordance with all local, state, and federal regulations. All empty paint cans will be put into the trash dumpsters, after the cans are 100% dry.

18. The Subcontractor shall purchase all blasting material used to obtain the required surface

preparation (for all hard blasting) from GMA Garnet Corporation (GMA). The blasting material shall be new (virgin) 100% Garnet. This Garnet is a mixture of the following two GMA Garnets:

-a) GMA Garnet -b) GMAX GX2/Newsteel Garnet Note: The SDS sheets for both of these garnets are attached as Appendix D. The GMA Sales Office Address is: 1800 Hughes Landing Suite 350 The Woodlands, TX 77380. The blasting media shall be free of contaminates such as oil, water, lead and heavy metals, with a minimum abrasive hardness of 7.7 on the Mohs scale. The Subcontractor shall select the appropriate type and size of blasting media to obtain the required surface profile. Sand will no longer be used as an abrasive blast media on the SPR.

19. The Subcontractor shall recover and store all blasting media and remains of blasting

operations for this project. The Subcontractor shall properly recycle and/or dispose of all recovered blast media materials (and also any other waste materials) at an FFPO approved recycle and/or disposal facility, in accordance with all local, state and federal regulations. The Subcontractor shall be responsible for containing, gathering and transporting the blast media remains from the blasting operation to the recycle and/or disposal facility. This also includes paint and/or debris removed or otherwise generated by this project. The Subcontractor shall submit the (Waste) Recovery Method for FFPO review and approval, before starting any surface preparation work.

The Subcontractor shall coordinate with GMA and shall also be responsible to verify that GMA will be pick-up all spent media at the job site and will also transport the spent media to the GMA recycle site. The GMA recycle facility is located in Reserve, Louisiana.

Note: The spent media dumpsters are for spent media only. No tape, trash, visqueen, or any other items shall be disposed of in this container.

20. The Waste Management Plan (WMP) is mentioned in the attached Preliminary Hazards Review (PHR) and is discussed in other contract documents. The Waste Management Plan is a short document (table format). However, the Subcontractor shall also submit for FFPO approval a brief (paragraph format) description of the Waste Recovery Method for spent media and waste/trash on this project. This Waste Recovery Method shall be a separate document from the Waste Management Plan.

WH-OM-1007 Spec 01010-7 Rev 2, 3/23/2018

The Waste Recovery Method (for spent media) shall describe the method for lifting, loadout, and transporting of the spent media to the recycle facility approved by FFPO. The Waste Recovery Method (for trash generated) shall describe the method for lifting, loadout, and transporting of the trash/waste dumpster(s) to the waste disposal site approved by FFPO.

21. Spent media collected on all roads and concrete surfaces shall be swept up and contained by

the Subcontractor daily, at the discretion of the SMTR. However, the Subcontractor shall provide containment of spent blast media on limestone and earthen covered surfaces utilizing reinforced poly tarps, or industrial mesh blasting screen tarps. Visqueen shall not be used in this service.

22. The Subcontractor shall arrange for and provide for one TCLP lab test of spent media

(garnet) which meets the requirements of GMA. The FFPO approved lab to be utilized is: Element Materials Technology, 2417 West Pinhook Rd, Lafayette, LA 70508.

The Subcontractor shall provide the sample container(s) and take spent media samples and send the spent media samples per the recommendations of Element Materials Technology. The Subcontractor shall send the lab results to GMA and shall also provide a copy of the lab results to FFPO. The Subcontractor shall verify the results are acceptable with GMA before arranging with GMA to pick-up the spent media. Note: The Subcontractor shall provide for two separate lab tests, utilizing two separate spent media samples. One sample shall be taken from the spent media for WH-OM-1007 painting task (this SOW), and the second sample shall be taken from spent media for WH-OM-1640 painting task. The 01010 Scope of Work for the WH-OM-1640 painting task is attached to this bid package.

23. Before spraying on topcoats, sanding and pressure washing of over spray and contaminations

will be provided by the Subcontractor, to obtain proper surface cleanliness.

24. Teflon coated bolts should not be blasted and coated unless signs of corrosion are present. When signs of corrosion are present, removal of all corrosion is necessary and apply Amerlock 2 and PSX ONE topcoat. This is an update (change) to Paragraph 3.02.B.18 located in painting Specification 09940 attached.

25. The Subcontractor shall stripe coat using Amerlock 2/400 at 3 to 4 mils to prevent exceeding

mil specification of top coat. (If using Amerlock 2 check recoat time). Areas needing stripe coating are as follows: Welds, bolts, nuts and flanges, and sharp edges.

26. Federal Gray #16515 is the topcoat color for all process piping, and other surfaces to be

coated on this project. For all other coated surfaces, the topcoat colors shall match the existing colors (unless specifically designated otherwise). The federal colors are listed on the tables 3-01-01 and 4-01-01 in the painting Specification 09940 attached. If there are any questions about an item top color consult the color schedule contained in painting Specification 09940 or obtain a final decision from the SMTR.

27. Adequate secondary containment is required for all fuels, paints, and other chemicals that

will be stored at the WH job-site for this project. Adequate secondary containment is required for all equipment day tank re-fueling operations, and also permanent day tank skids. Adequate secondary containment is also required for all paint mixing and other painting operations, that incorporate any open containers, or other chance of container spillage.

28. Breathing air systems shall meet all applicable requirements of 29 CFR 1910.134(i) and

those of the manufacturer. Breathing air shall meet the requirements for Grade D air established in the “Compressed Gas Association Standard,” CGA G7.1 – 2004. All

WH-OM-1007 Spec 01010-8 Rev 2, 3/23/2018

breathing air sources shall have a continuous carbon monoxide monitor and alarm system. The Subcontractor shall submit manufacturer’s documentation stating that the compressor and all other system components meet all applicable requirements of 29 CFR 1910.134. The Subcontractor shall also submit documents verifying that the compressor and air monitoring system are currently certified to provide Grade D breathing air quality per ANSI/Compressed Gas Association (CGA) G7.1 – 2004. All air sampling and air sample lab testing shall be done by a third party air testing service company, that is certified for that particular type of testing.

29. For all 68-HS priming applied, the Subcontractor shall provide a minimum DFT of 1.0 mil

over the average blast profile. This is also discussed in Paragraph 3.05.C.3 located painting Specification 09940 attached.

30. With the bid, the Subcontractor shall provide a detailed list of any clarifications and/or

exceptions taken to this Spec 01010 Scope document and all other contract documents.

31. Additional information can be obtained in the reference drawings listed in Part 4 of this document.

32. The Subcontractor shall provide enough temporary portable toilets (Port-A-John or equal) as

needed for all Subcontractor paint crew personnel. The Subcontractor shall provide a minimum of two (2) portable toilets (Port-A-John or equal) for the duration of the project.

33. The Subcontractor shall provide a 120 VAC generator for the duration of the project for all

Subcontractor 120 VAC power requirements.

34. Before a permit can be issued each work day on-site, the Subcontractor shall provide a completed version of all applicable JHA’s. The Subcontractor shall provide separate JHA’s for all major painting tasks. The following is a typical list of separate JHA’s utilized for typical paint projects (not specific to this project):

Media Blasting and Painting and Loading the Media Pot, Hand Tool Cleaning and Painting, Clean-Up Media and Load Spent Media Into Dumpster, Protect and Wrap, Scaffold Erection and Removal, Mobilize and DeMob, Working At Elevation, Fueling Operations (Include grounding).

35. The Subcontractor shall provide a full-time (dedicated) safety person for the entire duration

of all work performed on-site. This person shall meet the qualifications listed in Exhibit 6-2B Paragraph 12.3.2. The Subcontractor shall submit the qualifications of this safety person to FFPO for approval as listed in Exhibit 6-2B Paragraph 12.3.5.

B. LOGISTICS/PLANS

1. The pre-bid meeting for this project has already been conducted. If the Subcontractor has any additional questions, please send them to the purchasing representative (Doug Shoaf) asap.

2. Each morning FFPO Security personnel will check all Subcontractor employees, vehicles, and equipment entering the West Hackberry main gate. The Subcontractor shall assume a one (1) hour delay each morning just for security check-in and permit approvals.

The 1.0 hour check-in and permit approval time frame listed above assumes that all Subcontractor provided permit documentation is correct and has been completed.

WH-OM-1007 Spec 01010-9 Rev 2, 3/23/2018

3. Each morning, the Subcontractor shall conduct their daily safety briefing before any manual

work starts, as safety briefing paperwork needs to be signed by the Subcontractor before the permit to start work can be issued.

4. All critical and/or heavy equipment lifts will need a lift plan, to be provided by the

Subcontractor for FFPO approval. Lift plans shall be submitted at least three (3) working days in advance of the lift.

5. The process for obtaining “temporary” type security badging for Subcontractor employees is

discussed in other contract documents. Note: At all times, the Subcontractor shall provide enough badged personnel on-site every day to escort all Subcontractor personnel that are not badged, and also to escort all deliveries and pickups for this project.

6. FFPO will provide the excavation plan for all penetrations that will be painted. However, the

Subcontractor shall allow at least three (3) working days lead time before a digging permit can be issued, and digging will be allowed.

7. The Subcontractor shall submit for FFPO approval a brief Work Plan (paragraph format),

which is intended to be a supplement to the Waste Recovery Method Plan mentioned earlier in this document. This Work Plan shall incorporate all major tasks for this project, that are not already specifically described in the Waste Recovery Method. The Work Plan shall list each major task, rough time frame for each major task, and shall discuss how each major task will be accomplished.

8. FRC clothing will be required for the entire duration of this project.

C. DAILY REPORTS

1. Submit the format of a Daily Work Report (DWR) and Daily Inspection Report (DIR) to the Government, for review and approval, prior to proceeding with the work.

2. Include in the DWR the location of work equipment utilized, other equipment on site,

employees on site (by craft or profession), hours worked by each employee during the particular work day, general weather condition and other pertinent information as required.

3. Include in the DIR the work location (in detail), dry bulb temperature, wet bulb temperature,

dew point, relative humidity, work being performed and results of all inspections, including equipment used during the inspection(s) and other information as required. The DIR shall include any changes of weather during the workday.

4. The Subcontractor shall complete the DWR and DIR on a daily basis. The completed reports shall be submitted to the SMTR at the end of each work day for the work performed that day.

D. COATING WARRANTY

The Subcontractor hereby grants this warranty to Fluor Federal Petroleum Operations Company (FFPO) which is exercisable by FFPO, the U. S. Government, or its agency, the Department of Energy (DOE) (owner), or by any contractor appointed by the DOE, to be FFPO’s successor in function. This one (1) year warranty commences upon final acceptance and covers all aspects of the coating project, including surface preparation, coating and application. This warranty covers defects

WH-OM-1007 Spec 01010-10 Rev 2, 3/23/2018

and system failures, such as, but not limited to, pinholes, lifting, blisters, cracking, peeling or other disbonding of coatings. The coating system shall be deemed to have failed when the coating no longer serves its originally intended purpose of protecting or decorating the substrate. For definitive purposes, this warranty shall be triggered when any defect covers one-half of one percent (.5%) or more of any five (5) square feet. With respect to coating work that is repaired or replaced warranty shall be extended for one (1) year from the acceptance of the Contractor’s repair or replacement work, by FFPO, its successor in function, or the owner, and such extended warranty shall apply only to the portion of the coating that is repaired or replaced.

1.04 WORK NOT INCLUDED

None

1.05 MATERIALS AND SERVICES FURNISHED BY THE GOVERNMENT

Government lockout devices required to lock out necessary valves and/or breakers.

1.06 CONDITIONS AFFECTING THE WORK

1. All work shall be coordinated with and approved by the SMTR

2. At the beginning of the project, or on the first day of work, each worker shall be required to view a

"Environmental, Safety, and Health" video before being allowed to work for the first time. Subcontractor shall be required to obtain a safe work permit each day.

3. Subcontractor shall repair at his own expense and at the Government's convenience, any damages to

the facilities resulting from his failure to exercise reasonable care in the performance of his work.

4. Subcontractor shall meet minimum quality requirements, and abide by all site safety, environmental, security, and operations requirements, procedures and regulations.

5. Personnel lifting shall be limited to manlifts or scaffolding.

6. In addition to the Government lockout devices, the Subcontractor will also be required to lock out necessary valves and/or breakers (using Subcontractor locks).

7. The Subcontractor shall complete all work in accordance with all site, local, state and federal

regulations governing work around environmentally sensitive and navigable water ways.

PART 2 QUALITY ASSURANCE

2.01 MANUFACTURER’S QUALIFICATIONS

N/A

2.02 SUBCONTRACTOR QUALIFICATIONS 1. Subcontractor shall provide to the Government, with the bid, a list of completed and ongoing

contracts and show evidence (name, address, phone number and brief description) in which they have performed at least three (3) similar type tasks in the last 5 years.

WH-OM-1007 Spec 01010-11 Rev 2, 3/23/2018

2. The Subcontractor shall also submit qualifications of painters for applying PPG Coatings. Painters must be qualified (3 Years or more) and must have applied coatings listed in this SOW.

2.03 SOURCE QUALITY CONTROL

It must be clarified that source inspection does not mean acceptance of work.

2.04 FIELD QUALITY CONTROL

Fluor Federal Petroleum Operations Company Quality Assurance may elect certain "Inspection Points" for assurance of Subcontractor compliance. FFPO QA retains the right to inspect/witness any or all work performed by the Subcontractor. Such inspection or lack thereof, does not equate to acceptance of work.

2.05 MINIMUM REQUIREMENTS

The Subcontractor shall adhere to minimum quality requirements as outlined elsewhere in the contract documents, this SOW and all referenced standards.

PART 3 REFERENCE STANDARDS

1. ANSI/NCSL-Z540.3 (2006), Calibration – Calibration Laboratories and Measuring Test Equipment – General Requirements

2. ANSI-Z88.2 (2015), Respiratory Protection 3. ANSI -Z88.6 (2006), Physical Qualifications For Respirator Use 4. ANSI-Z358.1 (2014), Emergency Eye Wash and Shower Equipment 5. CFR 1926 and 1910 - Code of Federal Regulations Safety and Health Regulations 6. CFR 40 – Protection of Environment 7. NACE, National Association of Corrosion Engineers 8. SSPC (Latest Revisions), Steel Structural Painting Manuals Volumes I and II by the structural

Painting Council PART 4 DRAWINGS AND SPECIFICATION All work will be done in accordance with the following drawings and specifications unless specifically stated

to the contrary in this Spec 01010 Scope document. DRAWINGS (for reference only)

Number Revision Title WH-M-105-224-B 13 Area Piping Plan WH-M-105-097-B 8 Crude Oil Coolers WH-M-105-098-B 6 Crude Oil Coolers WH-M-105-099-B 7 Crude Oil Coolers WH-M-107-067 6 Crude Oil Coolers WH-M-107-071 5 Crude Oil & Raw Water Headers WH-M-105-276 3 Crude Oil Headers WH-M-105-277 4 Crude Oil Headers WH-M-105-429 4 Crude Oil & Raw Water Headers WH-M-105-100 6 Crude Oil & Raw Water Headers

WH-OM-1007 Spec 01010-12 Rev 2, 3/23/2018

* -- Drawings only being provided as 11” X 17” (larger sizes are not available) PART 5 SUBMITTALS

In Painting Spec 09940 attached, Paragraph 1.04.A (Submittals) discusses a “Contract Technical Submittal Requirement List” (CTSRL) which is normally contained in a separate Section 01300 of the contract documents. This CTSRL and Section 01300 discussed in the previous sentence are not attached to this contract. The correct technical Subcontractor submittals are specified in the Construction Technical Submittal Register (Appendix A) located below. The Environmental Submittals, Safety Submittals, and QA/QC Submittals are also required as requested by their respective Exhibit.

PART 6 ATTACHMENTS

Appendix A Technical Submittal Register Rev. B Appendix B Cleaning Spills Appendix C Paint Over spray/Blasting Protection Appendix D SDS Sheets for two Garnets Appendix E Specification 09940, Aboveground Painting Rev. 6 (Dated 1/31/2017) (Pages 1 – 21)

APPENDIX A

SPR CONSTRUCTION TECHNICAL SUBMITTAL REGISTER Rev. B

WH-OM-1007 Spec 01010-13 Rev 2, 3/23/2018

PROJECT TITLE/REFERENCE NUMBER Blast and Paint Heat Exchangers and Header Piping

PAGE 1 OF 1

SUBCONTRACTOR/VENDOR

TASK NO. WH-OM-1007

SUBMIT NO.

SPECIFICATION PARAGRAPH NO.

DESCRIPTION OF SUBMITTAL SUBMITTAL DEADLINE COPIES TO SMTR

COPIES TO OTHERS

REMARKS OR NOTES

01010 SUMMARY OF WORK

1 1.03.C.1 Daily Work Report (DWR) Format and Daily Inspection Report (DIR) Format Before Work 2

2 1.03.C.2, 3, & 4 Daily Work Report and Daily Inspection Report Daily After Work Day 1

3 2.02 Painter and Subcontractor Qualifications With Bid 3 To Subcontract Mgr

4 1.03.A.19,20 Waste Recovery Method (Note: The Waste Management Plan is a separate document discussed in other contract documents)

Before Work 2

5 1.03.B.7 Work Plan Before Work 2

6 1.03.A.28 Certifications for Breathing Air Compressor(s) / Air Monitoring System Before Work 2

7 1.03.D Warranty Compliance Statement With Bid 1 To Subcontract Mgr

8 1.03.A.18 Blast Media Type 2 weeks before use 2

Spec 09940 Above Ground Painting

9 2.01.A.1 Manufacturer Technical Data Sheets, Safety Data Sheets (SDS), and Application Procedures (Also listed in 01010 Scope document Paragraph 1.03.A.5)

Before Work 2

10 1.04.B.3 & 4 Surface Profile Measurement System Before Work 2

11 3.05.B.1 Dry Film Thickness of Each Coat Test Results Before Work 2

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APPENDIX B Cleaning Spills This appendix references spills of substances which could be a source of pollution or which could endanger the integrity of the environment. The occurrence of a spill is a situation that demands immediate attention and prompt action in order to contain damage and danger of pollution and fire. The Subcontractor shall report to FFPO any and all spills regardless of their magnitude immediately. The spills shall be cleaned immediately. If the ground is contaminated, it shall be excavated to the extent of saturation and disposed of at a site approved by FFPO and in accordance with all local, state and federal regulations. The Subcontractor at no additional cost to FFPO or the government shall replace the excavated soil to the original conditions. Spills could also be minimized/eliminated by usage of poly tarps or any other containment means. The spills could also be minimized/eliminated by using secondary containment under locations where pipes, equipment, etc., need to be worked and locations where spills could be expected.

-End of Appendix B-

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APPENDIX C

PAINT OVERSPRAY/BLASTING PROTECTION 1. The Subcontractor shall make provisions for protecting equipment, buildings, and government/personnel vehicles from paint

overspray and blasting dust/particles due to Subcontractor coating operations. 2. Warning signs shall be posted in the vicinity of blasting and coating operations. 3. Coating operations will be suspended if wind or other weather conditions expose personnel or government vehicles, located

in a designated parking area, to paint over spray from blasting and coating operations.

4. Fixed site equipment will be protected from over spray, as necessary, by masking or other methods as approved by the SMTR.

5. The Subcontractor shall submit a general over spray protection plan, for review and approval prior to commencing blasting and coating operations in any area covered under this SOW as deemed necessary by the SMTR.

-End of Appendix C-

Appendix D

GMA GARNET GROUP

when your abrasive matters!

� � � � � � � � � � � � � � � � � � � � � � �� � � � � � � � � � � � � � � � � � � � ! " #� � � � $ ! % & " ! ! ' � � � ! " () * � * � � � + , � � � - � . � � � � . � � � ) � �/ � , � 0 � � 1 � � 2 � 3 � � � � � � - � , + 4 � � - 0 � �/ � � � � � � � � 1 � � � � � � � � - � , + 4 � � - 0 � � � � - � � 5 , � � � 6 , � � - 7 � 8 � � � 9 � � 6 � � � - 7 �8 � � � : - , � � � - � � � � - �) � ; ; , - � � . � � � 1 ) + � < < 6+ � � � � � � � � . � � � 1 ) + < � � ;+ , � � � � � � � � = > ? � �@ � , � ; � � � � 2 A � � 3 B A � C ? B � >: � D � � � 4 � � 2 A � � 3 B A � C ? � > BE C � � - , � 7 � - , � � 4 � � F 7 � � � � � - � � G � �E � � 7 � * @ � , � ; � � � � � � 4 � � 2 A � � 3 B A � C ? B � > H 2 B � � 3 � A � C > � � � H 2 � � B 3 ? � � C = � � � H� A � � � � � 2 � � B 3 ? � � C = � � �

SAFETY DATA SHEET� � � � � � � � � � � � � � � � � � � � � � �I J K L M N O M P M Q J O L M R M K S L M N O N R T S L J U M S V S O Q I W X X V M J U

Y Z [ \ ] ^ _ ] `

blank space

Note: See 01010Scope of Work foradditional garnetinformation

GMA

1A-01-01

11

11 7