TECHSPECS_25RA010_LLA Hyd Sys_amd0004_29May25.pdf

Lower Granite Turbine Intake Gate Hydraulic System Upgrade W912EF25RA010 amd 0004

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 28 GENERAL REQUIREMENTS

01 11 00.00 28 SUMMARY OF WORK

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 12 16.00 26 WORK SEQUENCE

01 14 00.10 28 PROJECT SITE RESTRICTIONS

01 14 00.90 28 INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY

(OPSEC)

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 22 00.00 28 MEASUREMENT AND PAYMENT

01 32 01.00 28 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 04.00 28 CONTRACTOR QUALITY CONTROL

01 51 00.00 28 TEMPORARY UTILITIES

01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS

01 57 20.00 28 ENVIRONMENTAL PROTECTION

01 78 00.00 28 CLOSEOUT SUBMITTALS

01 78 23.00 28 OPERATION AND MAINTENANCE DATA

01 79 00.00 28 DEMONSTRATION AND TRAINING

01 91 00.00 26 SYSTEMS TESTING AND COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 82 13.01 28 CLASS II ASBESTOS ABATEMENT

02 83 33.14 28 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD - SHORT

VERSION

DIVISION 03 - CONCRETE

03 45 33.00 28 PRECAST STRUCTURAL CONCRETE

03 60 00.01 26 CONCRETE DEMOLITION, REPAIR OF CONCRETE SURFACES, AND

MINOR EQUIPMENT FOUNDATIONS

DIVISION 05 - METALS

05 05 23.17 26 WELDING (STEEL), FABRICATION, AND MACHINE WORK

05 50 04.00 26 METALS: MATERIALS, PRODUCTS, AND MISCELLANEOUS ITEMS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 84 00.00 28 FIRESTOPPING

07 92 00.00 28 JOINT SEALANTS

DIVISION 09 - FINISHES

09 97 02.13 26 PAINTING - STEEL STRUCTURES

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00.00 26 SEISMIC RESTRAINT FOR MECHANICAL AND ELECTRICAL EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

PROJECT TABLE OF CONTENTS Page 1

25 05 11.01 26 CYBERSECURITY FOR CONTROL SYSTEMS

DIVISION 26 - ELECTRICAL

26 05 00.00 26 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 19.00 26 INSULATED WIRE AND CABLE

26 05 26.00 26 GROUNDING

26 05 36.00 26 CABLE TRAYS FOR ELECTRICAL SYSTEMS

26 42 14.01 26 CATHODIC PROTECTION BY SACRIFICIAL ANODES

DIVISION 27 - COMMUNICATIONS

27 21 10.00 26 FIBER OPTIC DATA TRANSMISSION SYSTEM

DIVISION 33 - UTILITIES

33 56 53.00 26 HYDRAULIC FLUID STORAGE TANK

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 05 40.14 26 HYDRAULIC POWER SYSTEMS FOR CIVIL WORKS STRUCTURES

35 05 40.15 26 HYDRAULIC FLUID

DIVISION 40 - PROCESS INTERCONNECTIONS

40 05 13.96 26 WELDING: PIPING AND PRESSURIZED SYSTEMS

40 95 13.00 26 PROCESS CONTROL PANELS AND HARDWARE

40 95 23.00 26 PROGRAMMABLE LOGIC CONTROLLER HARDWARE

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.75 26 NEW SUPPORT BEAMS AND LIFTING DEVICES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 28

SUMMARY OF WORK

PART 1 GENERAL

1.1 DEFINITIONS

1.2 SUMMARY OF WORK

1.3 LOCATION OF WORK

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 11 00.00 28 Page 1

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 11 00.00 28 Page 2

SECTION 01 11 00.00 28

SUMMARY OF WORK

PART 1 GENERAL

This summary of work is a generalized description of work and is not all inclusive.

1.1 DEFINITIONS

In these Specifications, the word "provide" means to "furnish" and "install" inclusive of any other activities such as design, fabrication, and testing or any other activity to make the equipment or system ready for use.

1.2 SUMMARY OF WORK

The work covered by this contract includes the removal and replacement of the intake gate hydraulics system. The work breakdown includes, but is not limited to, the following items. See other SECTIONS for additional detail:

a. Provide 19 new hydraulic cylinders assemblies (including cathodic protection system): 18 cylinder assemblies to be installed in gate slots plus one additional cylinder assembly that will be placed into long term storage as a spare.

b. Provide 19 new support beams and associated installation hardware.

c. Provide 1 89 new stub piston rod and coupling assemblies.

d. Provide a new hydraulic power unit assembly which consists of two power units and one pressurization unit, including new motor starters, breakers, and other electrical and control components.

e. Provide new high and low pressure hydraulic fluid header piping system.

f. Provide 6 new main unit hydraulic control stations, inclusive of all new electrical and control components.

g. Provide 3 new accumulator tanks located in the pipe gallery.

h. Provide approximately 9150 gallons of new hydraulic fluid.

i. Provide a new hydraulic fluid reservoir tank including the installation of one off-line oil filtration system and fire barrier.

j. Provide 18 new gate position indicating systems.

k. Add gate closure switches to the control room main unit switchboards.

l. Provide cable and conduit for system power, controls and annunciation.

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m. Remove and dispose of existing:

1) 5 hydraulic cylinders

2) 5 support beams

3) 18 gate position indicating systems

3) Hydraulic power unit

4) High and low pressure headers

5) 6 main unit hydraulic control stations

6) Approximately 4000 gallons of hydraulic fluid.

7) Electrical and control equipment associated with the above items.

8) Gate position indication equipment not reused.

n. Provide as-built drawings, operations manual, training, and operations and maintenance manual, and spare parts as specified.

1.3 LOCATION OF WORK

Lower Granite Lock and Dam is located approximately 12 miles southeast of Pullman, WA, and bridges Whitman and Garfield counties. Work will occur on the Intake Deck of the Powerhouse, the pipe gallery just below the Intake Deck, and in the gate storage pit.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used) -- End of Section --

SECTION 01 11 00.00 28 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 12 16.00 26

WORK SEQUENCE

PART 1 GENERAL

1.1 SEQUENCE OF WORK

1.2 PRE-MAIN UNIT OUTAGE PHASE

1.2.1 Timeline

1.2.2 Work Tasks

1.3 MAIN UNIT OUTAGE PHASE

1.3.1 Timeline

1.3.2 Outage Structure

1.3.3 Equipment Staging

1.3.4 Work Tasks

1.4 POST-MAIN UNIT OUTAGE PHASE

1.4.1 Timeline

1.4.2 Work Tasks

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 12 16.00 26 Page 1

SECTION 01 12 16.00 26 Page 2

SECTION 01 12 16.00 26

WORK SEQUENCE

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS.

1.1 SEQUENCE OF WORK

This section lists portions of work that must be completed before subsequent work can be started. The Contractor must incorporate these requirements into the Work Plan and Schedule. Work is grouped in the following phases: pre-main unit outage, main unit outages, post-main unit outages.

Tasks under each phase are described in general terms and may not be comprehensive of every activity or tasks involved with that portion of the scope of work. Refer to the appropriate technical SECTIONS for the complete requirements for each work task.

Work tasks inadvertently left out of this section do not relieve the Contractor of performing the work. The requirements in the technical sections govern.

1.2 PRE-MAIN UNIT OUTAGE PHASE

1.2.1 Timeline

The pre-main unit outage phase covers all work from Notice to Proceed to the completion of the on-site work for the pre-main unit outage. Pre-main unit outage work must be completed before the start of the first main unit outage. Specific work covered in this phase is listed in greater detail below. The start and completion dates for when on-site work shall be performed for the pre-main unit outage phase is contained in FAR Clause

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984).

1.2.2 Work Tasks

The pre-main unit outage phase has the following work tasks:

a. New Hydraulic Fluid Headers - Fabricate, deliver to the site, install, clean, and test the new hydraulic fluid headers.

b. New Hydraulic Cylinders - Design, fabricate, shop test, and deliver to site 19 new hydraulic cylinders.

c. New Support Beams - Fabricate, shop test, and deliver to site 19 new support beams.

d. New Control Stations - Design, fabricate, shop test, and deliver to site, 6 new control stations.

e. New Hydraulic Power Unit - Design, fabricate, shop test, and deliver to the site, and install the new hydraulic power unit and all

SECTION 01 12 16.00 26 Page 3 associated control equipment.

f. New Intake Gate and HPU RTU Cabinets - Design, fabricate, shop test,deliver to site and install 6 Intake Gate Control Cabinets, 2 Intake Gate RTU Cabinets and 1 HPU Control Cabinet.

g. Temporary Fluid Storage Tank - Install the temporary fluid storage tank and all appurtenances.

h. Existing Fluid Storage Tank - Remove the existing fluid storage tank and all appurtenances except for the remaining connections needed for the temporary tank. Dispose of the oil that is contained in the tank.

i. New Fluid Storage Tank - Install the new fluid storage tank and all appurtenances including the fire barrier. Fill the tank with the new hydraulic fluid.

j. Intake Gate Appurtenances - Design, fabricate,test, and deliver to site 19 stub piston rod and coupling assemblies, all specified lifting devices, and any other specified accessories and appurtenances for the intake gate hydraulic system.

1.3 MAIN UNIT OUTAGE PHASE

1.3.1 Timeline

The unit outage phase covers all work from the completion of the Pre-Main Unit Outage Phase to the start of the Post-Main Unit Outage Phase.

On-site work for the Main Unit Outage Phase may not begin until all work covered under the Pre-Main Unit Outage Phase is complete and accepted by the Government.

1.3.2 Outage Structure

See FAR Clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) for the start and completion dates for the work windows for each main unit.

1.3.3 Equipment Staging

Prior to the start of the outage period, all major materials and equipment must be staged on-site and ready for installation. The Government will verify that the following materials and equipment are on-site prior to turning the first unit over to the Contractor:

Item Main Unit Outage Quantity

New Hydraulic Cylinders (each) 19

New Stub Piston Rods and Couplings (each) 1819

New Support Beams (each) 19

New Hydraulic Control Stations (each) 6

New Electrical Control Equipment (set) 6

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Item Main Unit Outage Quantity

New Flexible Hoses (set) 18

Intake Gate Position Equipment (set) 18

New Hydraulic Fluid Volume as determined by Contractor to complete each outage.

1.3.4 Work Tasks

Perform the following tasks on each Main Unit. The tasks for all units during the outage are identical (except for the delivery of spare parts):

a. Remove and dispose of existing equipment. This includes but is not limited to:

1) Hydraulic cylinder, flexible hoses, and support beam. Note there are only 5 remaining cylinder/support beam assemblies and they may be randomly distributed throughout the units at the time of demolition.

2) Piping between the existing headers and control stations and the gate well.

3) Control station and all appurtenances

4) All hydraulic fluid contained within the removed equipment.

b. Install new equipment. This includes, but is not limited to:

1) Hydraulic cylinder, flexible hoses , stub piston rod, coupling and support beam for each gate.

2) Control station and all appurtenances.

3) Piping between the new headers, control stations and gate well.

4) Hydraulic fluid to fill all new equipment.

5) New electrical controls, indication, and cable trays.

c. Perform commissioning of the new hydraulics system on each unit after replacing the hydraulic system for that main unit. Includes, but may not be limited to, hydrostatic testing, functional testing, and operational testing of the new hydraulic system and hardwired control system. Government is responsible for HMI and PLC Commissioning. Coordinate commissioning dates with a one day overlap with government commissioning.

d. First Main Unit Outage Only: Provide training to the Government once the first Main Unit commissioning is complete and the Main Unit is returned to service.

e. First Main Unit Outage Only: Deliver the spare parts to the site, including the spare cylinder and support beam.

SECTION 01 12 16.00 26 Page 5

1.4 POST-MAIN UNIT OUTAGE PHASE

1.4.1 Timeline

The Post-Main Unit Outage Phase covers the work from the completion of the Main Unit Outage Phase to contract closeout. On-site work for the Post-Main Unit Outage Phase may not begin until all of the Main Unit Outage Phase items are complete and accepted by the Government:

See FAR Clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) contains the start and completion dates for the post-main unit outage work window.

1.4.2 Work Tasks

The Post-Main Unit Outage tasks include following work tasks:

a. Temporary Hydraulic Fluid Storage Tank - Remove the temporary fluid storage tank and dispose of the oil that is contained in the tank.

b. Remove and dispose of the existing hydraulic fluid headers and all oil contained within them, including if applicable the hydraulic fluid header accumulator.

c. Remove and dispose of the existing HPU system including all pumps, motors, piping, bases/supports, hydraulic fluid, power and controls cables, and conduits.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 12 16.00 26 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 RETAINAGE OF PAYMENT

1.2 PRE-MAIN UNIT OUTAGE CLINS

1.2.1 CLIN 0001 Pre-Main Unit Outage Work

1.2.2 CLIN 0002 New Hydraulic Fluid For Pre-Main Unit Outage Work

1.3 MAIN UNIT OUTAGE CLINS

1.3.1 CLIN 0003 Replace Intake Gate Hydraulics of Main Unit 6

1.3.2 CLIN 0004 Replace Intake Gate Hydraulics of Main Unit 5

1.3.3 CLIN 0005 Replace Intake Gate Hydraulics of Main Unit 4

1.3.4 CLIN 0006 Replace Intake Gate Hydraulics of Main Unit 3

1.3.5 CLIN 0007 Replace Intake Gate Hydraulics of Main Unit 2

1.3.6 CLIN 0008 Replace Intake Gate Hydraulics of Main Unit 1

1.3.7 CLIN 0009 New Hydraulic Fluid for Main Unit Outage

1.3.8 CLIN 0010 Training

1.3.9 CLIN 0011 Spare Parts

1.4 POST-MAIN UNIT OUTAGE CLINS

1.4.1 CLIN 0012 Other Hydraulic System Work

1.4.2 CLIN 0013 New Hydraulic Fluid for Post-Main Unit Outage

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 28 Page 1

SECTION 01 22 00.00 28 Page 2

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

In each instance, the contract price for an item shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and for performing all operations required to complete the work included in the item as herein specified, or as otherwise approved.

1.1 RETAINAGE OF PAYMENT

For retainage purposes, this project will be tracked as distinct work windows as outlined below. They are:

1. Window #1: Pre-Main Unit Outage.

2. Window #2: Main Unit Outage.

3. Window #3: Post-Main Unit Outage.

Retainage in the amount of 10% of the CLINs associated with Window #1 and 5% for Windows #2-3 will be withheld until the applicable final submittals, listed below, associated with each window have been approved by the Government for that work window. The retainage for final submittals will start once the Contractor has earned 90 percent for Window #1 or 95% for Windows #2&3 of the original contract value associated with these work windows.

See SECTION 01 78 00.00 28 "CLOSEOUT SUBMITTALS" and SECTION 01 78 23.00 28 "OPERATION AND MAINTENANCE DATA" for additional information.

a. Final Shop Drawings.

b. Final As-built Drawings.

c. Final Record Drawings.

d. Return of Government Issued Items.

e. Final Operation and Maintenance Manuals and Parts Catalogs.

f. Final Spare Parts submission.

g. Complete all required training.

1.2 PRE-MAIN UNIT OUTAGE CLINS

1.2.1 CLIN 0001 Pre-Main Unit Outage Work

Pre-main unit outage work will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for CLIN 0001, "Pre-Main Unit Outage Work," which price and payment shall be full compensation for all work required for construction of the pre-main unit outage work, complete, as specified and approved. Features included with this item shall include, but not be limited to the following:

a. New Hydraulic Power Unit - Includes all effort for submittals, fabrication, delivery, installation, and field testing.

b. New Hydraulic Fluid Headers - Includes all effort for submittals, fabrication, delivery to the site, installation, cleaning, and initial

SECTION 01 22 00.00 28 Page 3 field testing. Supply of new hydraulic fluid to fill the headers is paid under a separate CLIN.

c. New Hydraulic Cylinders - Includes all effort for submittals, fabrication, shop testing, and delivery to site for all 19 cylinders, including the spare cylinder and all associated lifting devices .

Supply of the new hydraulic fluid to fill the cylidners is paid under a separate CLIN. Installation and field testing of the new cylinders is paid under a separate CLIN.

d. New Support Beams - Includes all effort for submittals, fabrication, shop testing and delivery to site for all 19 support beams, including the spare. Installation of the support beams is paid under a separate CLIN.

e. New Control Stations - Includes all effort for submittals, fabrication, shop testing and delivery to site for six control stations. Installation and field testing of the control stations is paid under a separate CLIN.

f. New Hydraulic Hoses - Includes all effort for submittals, fabrication, and delivery to site for six new hydraulic hose assemblies.

g. New Electrical Controls and Indication - Includes all effort for submittals, fabrication, installation and testing of the new control system, including intake gate and HPU RTU cabinets, except the final connections to the individual control station and the testing of the control station functions, which are covered under separate CLINs.

h. Hydraulic Fluid Tank - Includes all effort to remove the existing hydraulic fluid tank, install the temporary fluid storage tank for the existing fluid and all required appurtenances, dispose of existing fluid, and provide the new hydraulic fluid tank and fire protection structure.

i. New Stub Piston Rod and Coupling Assemblies - Includes all effort for submittals, fabrication, shop testing and delivery to site for all 189 stub piston rod and coupling assemblies and the piston shaft stub lifting device. Installation of the stub piston rod and coupling assemblies is paid under a separate CLIN.

1.2.2 CLIN 0002 New Hydraulic Fluid For Pre-Main Unit Outage Work

Providing new hydraulic fluid will be measured for payment as the number of gallons (GAL) provided. Payment will be made at the unit price for CLIN 0002, "New Hydraulic Fluid For Pre-Main Unit Outage Work," which price and payment shall be full compensation for all work required to provide the new hydraulic fluid, complete, as specified and approved, including all filtering. Provide hydraulic fluid in the quantity needed to fill the following equipment:

a. 19 new hydraulic cylinders

b. New hydraulic fluid headers

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1.3 MAIN UNIT OUTAGE CLINS

1.3.1 CLIN 0003 Replace Intake Gate Hydraulics of Main Unit 6

Replacement of the intake gate hydraulics will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for CLIN 0003, "Replace Intake Gate Hydraulics of Main Unit 6", which price and payment shall be full compensation for all hydraulic-related work required as specified and approved. Features included with this item shall include, but not be limited to the following:

a. Disposal of Existing Equipment - Includes all effort to remove and dispose of the existing three cylinders, six hydraulic hoses, control station, and hydraulic fluid contained within all equipment, and any additional hydraulic-related appurtenances and accessories designated for removal.

b. Installation of New Equipment - Includes all effort for the installation of three new hydraulic cylinders, three support beams, three hydraulic hose assemblies, three stub piston rod and coupling assemblies, one control station, associated miscellaneous hydraulic piping, connections and appurtenances, and final electrical connections. New makeup hydraulic oil to fill the system is paid for under a separate CLIN.

c. Gate Position Indicator System - Includes all effort for the rehabilitation of three gate position indicators.

g. Hydraulic System Commissioning - Includes all effort to perform testing and commissioning of the new hydraulic system including, but not limited to, pressure testing of the hydraulics, functional testing of the hydraulics, and electrical and control system testing.

1.3.2 CLIN 0004 Replace Intake Gate Hydraulics of Main Unit 5

Replacement of the intake gate hydraulics will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for CLIN 0004, "Replace Intake Gate Hydraulics of Main Unit 5", which price and payment shall be full compensation for all hydraulic-related work required complete, as specified and approved. Features included with this item are identical to CLIN 0003.

1.3.3 CLIN 0005 Replace Intake Gate Hydraulics of Main Unit 4

Replacement of the intake gate hydraulics will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for CLIN 0005, "Replace Intake Gate Hydraulics of Main Unit 4", which price and payment shall be full compensation for all hydraulic-related work required complete, as specified and approved. Features included with this item are identical to CLIN 0003.

1.3.4 CLIN 0006 Replace Intake Gate Hydraulics of Main Unit 3

Replacement of the intake gate hydraulics will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for CLIN 0006, "Replace Intake Gate Hydraulics of Main Unit 3", which price and payment shall be full compensation for all hydraulic-related work required complete, as specified and approved. Features included with this item are identical to CLIN 0003.

SECTION 01 22 00.00 28 Page 5

1.3.5 CLIN 0007 Replace Intake Gate Hydraulics of Main Unit 2

Replacement of the intake gate hydraulics will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for CLIN 0007, "Replace Intake Gate Hydraulics of Main Unit 2", which price and payment shall be full compensation for all hydraulic-related work required complete, as specified and approved. Features included with this item are identical to CLIN 0003.

1.3.6 CLIN 0008 Replace Intake Gate Hydraulics of Main Unit 1

Replacement of the intake gate hydraulics will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for CLIN 0008, "Replace Intake Gate Hydraulics of Main Unit 1", which price and payment shall be full compensation for all hydraulic-related work required complete, as specified and approved. Features included with this item are identical to CLIN 0003.

1.3.7 CLIN 0009 New Hydraulic Fluid for Main Unit Outage

Providing new hydraulic fluid for main unit outage will be measured for payment as the number of gallons (GAL) provided. Payment will be made at the unit price for CLIN 0009, "New Hydraulic Fluid for Main Unit Outage," which price and payment shall be full compensation for all work required to provide new hydraulic fluid, complete, as specified and approved, including all filtering. Provide hydraulic fluid in the quantity needed to fill the following equipment:

a. 18 sets of new hydraulic hoses

b. 3 header accumulator tanks

c. Make-up oil to fill the volume of the piping between the headers and the new hydrualic hoses.

1.3.8 CLIN 0010 Training

Training of Government personnel will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for CLIN 0010, "Training," which price and payment shall be full compensation for all work required to train Government personnel on the new and rehabilitated systems, complete, as specified and approved. See Section

35 05 40.14 26 HYDRAULIC POWER SYSTEMS FOR CIVIL WORKS STRUCTURES,

paragraph TRAINING for specifics.

1.3.9 CLIN 0011 Spare Parts

Providing spare parts and new hydraulic power unit will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for CLIN 0011, "Spare Parts" which price and payment shall be full compensation for all work required for providing all spare parts, complete, as specified and approved.

1.4 POST-MAIN UNIT OUTAGE CLINS

1.4.1 CLIN 0012 Other Hydraulic System Work

Other Hydraulic System Work will be measured for payment as a complete pay

SECTION 01 22 00.00 28 Page 6 item (JOB). Payment will be made at the lump sum price for CLIN 0012, "Other Hydraulic System Work," which price and payment shall be full compensation for all work required for other hydraulic system work, complete, as specified and approved. Features included with this item shall include, but not be limited to the following:

a. Existing Hydraulic Power Unit - Includes all effort to remove and dispose of the existing hydraulic power unit, including all existing hydraulic fluid contained within.

b. Existing Hydraulic Fluid Headers and Transfer Piping - Includes all effort to remove and dispose of remaining existing hydraulic fluid headers, including all existing hydraulic fluid contained within.

c. Hydraulic Fluid Storage Tank - Includes all effort to remove the temporary fluid storage tank and dispose of any remaining old hydraulic fluid.

1.4.2 CLIN 0013 New Hydraulic Fluid for Post-Main Unit Outage

Providing new hydraulic fluid for post-main unit outage will be measured for payment as the number of gallons (GAL) provided. Payment will be made at the unit price for CLIN 0013 "New Hydraulic Fluid for Post-Main Unit Outage," which price and payment shall be full compensation for all work required to provide new hydraulic fluid, complete, as specified and approved, including all filtering. Provide hydraulic fluid in the quantity needed to fill the following equipment:

a. Hydraulic fluid reservoir tank

b. Additional make-up oil

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 22 00.00 28 Page 7

SECTION 01 22 00.00 28 Page 8

SECTION TABLE OF CONTENTS

DIVISION 09 - FINISHES

SECTION 09 97 02.10 26

PAINTING - STEEL STRUCTURES

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

1.2 REFERENCES

1.3 SUBMITTALS

1.4 QUALITY CONTROL MANUAL

1.5 COATING THICKNESS GAGE QUALIFICATION

1.6 SAMPLING AND TESTING

1.7 SAFETY, HEALTH, AND ENVIRONMENTAL REQUIREMENTS

1.7.1 Safety

1.7.1.1 Abrasive Blasting

1.7.1.2 Workers Other Than Blasters

1.7.1.3 Cleaning Before and After Abrasive Blasting

1.7.1.4 Pretreatment of Metals and Concrete with Acids

1.7.1.5 Paint Mixing

1.7.1.6 Confined Spaces

1.7.1.7 Paint Spraying

1.7.1.8 Explosion Proof Equipment

1.7.1.9 Further Precautions

1.7.1.10 Ignition Sources

1.7.2 Health

1.7.2.1 Air Monitoring

1.7.2.2 Medical Status

1.7.2.3 Change in Medical Status

1.7.3 Environmental Protection

1.7.3.1 Waste Classification, Handling, and Disposal

1.7.3.2 Containment

1.7.3.3 Visible Emissions Monitoring

1.7.3.4 PM-10 Monitoring

1.7.3.5 TSP Monitoring

1.7.3.6 Water Quality

1.8 PAINT PACKAGING, DELIVERY, AND STORAGE

1.9 QUALIFICATIONS

1.9.1 Quality Control Personnel

1.9.2 Certified Environmental, Health, and Safety Professionals

1.9.3 Qualified Painting Contractor

1.9.4 Qualified Paint Applicator

1.9.5 Test Plate

1.9.6 Certification Test Procedure

1.9.7 Certification Criteria

1.10 AMBIENT CONDITIONS

1.11 WARRANTY

PART 2 PRODUCTS

2.1 PAINT FORMULAS

2.1.1 Formula V-766e

2.1.2 Formula VZ-108D

SECTION 09 97 02.13 26 Page 1

2.2 INGREDIENTS FOR SPECIAL PAINT FORMULAS

2.2.1 Pigments and Suspending Agents

2.2.1.1 Carbon Black

2.2.1.2 Zinc Dust

2.2.1.3 Iron Oxide

2.2.1.4 Titanium Dioxide

2.2.1.5 Suspending Agent E

2.2.1.6 Suspending Agent F

2.2.2 Resins, Plasticizer, and Catalyst

2.2.2.1 Plasticizer

2.2.2.2 Vinyl Resin, Type 3

2.2.2.3 Vinyl Resin, Type 4

2.2.2.4 Ortho-phosphoric Acid

2.2.3 Silane B

2.3 SOLVENTS AND THINNERS

2.3.1 Methanol

2.3.2 Methyl Ethyl Ketone

2.3.3 Methyl Isobutyl Ketone

2.3.4 Methyl Isoamyl Ketone

2.3.5 Toluene

2.4 CERL TESTING OF VINYL PAINTS

2.4.1 Chromatographic Analysis

2.4.2 Vinyl Paints

PART 3 EXECUTION

3.1 CLEANING AND PREPARATION OF SURFACES TO BE PAINTED

3.1.1 General Requirements

3.1.2 Ferrous Surfaces Subject to Severe Exposure

3.1.3 Non-Ferrous Metal Surfaces

3.2 PAINT APPLICATION

3.2.1 General

3.2.2 Mixing and Thinning

3.2.3 Atmospheric and Surface Conditions

3.2.4 Time Between Surface Preparation and Painting

3.2.5 Method of Paint Application

3.2.6 Coverage and Film Thickness

3.2.6.1 General

3.2.6.2 Measurement on Ferrous Metal

3.2.6.3 Measurements on Nonferrous Metal

3.2.7 Progress of Shop and Field Painting Work

3.2.8 Contacting Surfaces

3.2.9 Drying Time Prior to Immersion

3.2.10 Protection of Painted Surfaces

3.2.11 Vinyl Paints

3.2.11.1 General

3.2.11.2 Vinyl Zinc-Rich Primer

3.2.11.3 Repair of Vinyl Coating Defects

3.3 PAINT SYSTEMS APPLICATION

3.3.1 Fabricated and Assembled Items

3.3.2 Surface Preparation

3.3.3 System No. 5-E-Z

3.3.4 System No. 16-A

3.3.5 System No. 23-C-Z

3.3.6 Protection of Nonpainted Items and Cleanup

3.4 INSPECTION REPORTS

3.5 PAINTING SCHEDULES

3.6 TOUCH UP PAINT

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PAINTING - STEEL STRUCTURES

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

This SECTION covers the requirements for applying paints and coatings to new and existing components, including, but not limited to, the support beams, and hydraulic cylinders.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 420 (2010) Certification Standard for Shop Application of Complex Protective Coating Systems

ASTM INTERNATIONAL (ASTM)

ASTM D1045 (2019) Standard Test Methods for Sampling and Testing Plasticizers Used in Plastics

ASTM D1152 (2006; R 2012) Methanol (Methyl Alcohol)

ASTM D1153 (2012) Methyl Isobutyl Ketone

ASTM D1200 (2010; R 2014) Viscosity by Ford Viscosity Cup

ASTM D1210 (2005; R 2014) Fineness of Dispersion of Pigment-Vehicle Systems by Hegman-Type Gage

ASTM D153 (1984; R 2014) Specific Gravity of Pigments

ASTM D281 (2012; R 2016) Standard Test Method for Oil Absorption of Pigments by Spatula Rub-Out

ASTM D2917 (2007; R 2013) Methyl Isoamyl Ketone

ASTM D3465 (2014) Standard Test Method for Purity of Monmeric Plasticizers by Gas Chromatography

ASTM D3721 (2005; R 2011) Synthetic Red Iron Oxide Pigment

ASTM D4228 (2005; R 2017) Standard Practice for Qualification of Coating Applicators for Application of Coatings to Steel Surfaces

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ASTM D4417 (2014) Field Measurement of Surface Profile of Blast Cleaned Steel

ASTM D520 (2000; R 2011) Zinc Dust Pigment

ASTM D561 (1982; R 2014) Carbon Black Pigment for Paint

ASTM D7091 (2013) Standard Practice for Nondestructive Measurement of Dry Film Thickness of Nonmagnetic Coatings Applied to Ferrous Metals and Nonmagnetic, Nondestructive Coatings Applied to Non-Ferrous Metals

ASTM D740 (2011) Methyl Ethyl Ketone

ASTM D841 (2019) Standard Specification for Nitration Grade Toluene

ASTM E1347 (2006; R 2020) Standard Test Method for Color and Color Difference Measurement by Tristimulus (Filter) Colorimetry

INTERNATIONAL SAFETY EQUIPMENT ASSOCIATION (ISEA)

ANSI/ISEA Z87.1 (2015) Occupational and Educational Personal Eye and Face Protection Devices

ANSI/ISEA Z358.1 (2014) American National Standard for Emergency Eyewash and Shower Equipment

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FED-STD-595 (Rev C; Notice 1) Colors Used in Government Procurement

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.134 Respiratory Protection

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1910.20 Access to Employee Exposure and Medical Records

29 CFR 1910.94 Ventilation

29 CFR 1926.62 Lead

40 CFR 50 National Primary and Secondary Ambient Air Quality Standards

40 CFR 50.6 National Primary and Secondary Ambient Air Quality Standards for PM10

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40 CFR 50.12 National Primary and Secondary Ambient Air Quality Standards for Lead

40 CFR 58 Ambient Air Quality Surveillance

40 CFR 60 Standards of Performance for New Stationary Sources

40 CFR 117 Determination of Reportable Quantities for Hazardous Substances

40 CFR 122 EPA Administered Permit Programs: The National Pollutant Discharge Elimination System

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

40 CFR 262.22 Number of Copies

40 CFR 263 Standards Applicable to Transporters of Hazardous Waste

40 CFR 302 Designation, Reportable Quantities, and Notification

40 CFR 355 Emergency Planning and Notification

49 CFR 171 General Information, Regulations, and Definitions

MASTER PAINTERS INSTITUTE (MPI)

MPI 9 (2012) Alkyd, Exterior Gloss (MPI Gloss Level 6)

MPI 23 (2012) Primer, Metal, Surface Tolerant

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2023; ERTA 4 2023) National Electrical Code

NATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH (NIOSH)

NIOSH 2003-154 (2003; 4th Ed; Supple 3) NIOSH Manual of Analytical Methods

RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC)

RCSC S348 (2014; Errata 2015) RCSC Specification for Structural Joints Using High-strength Bolts

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC PA 17 (2012; E 2012) Procedure for Determining

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Conformance to Steel Profile/Surface Roughness/Peak Count Requirements

SSPC Guide 6 (2015) Guide for Containing Surface Preparation Debris Generated During Paint Removal Operations

SSPC PA 2 (2015; E 2018) Procedure for Determining Conformance to Dry Coating Thickness Requirements

SSPC Paint 40 (2007) Zinc-Rich Moisture-Cure Polyurethane Primer, Performance-Based

SSPC QP 1 (2012; E 2012) Standard Procedure for Evaluating Painting Contractors (Field Application to Complex Industrial Structures)

SSPC QP 3 (2010) Standard Procedure for Evaluating Qualifications of Shop Painting Applicators

SSPC SP 1 (2015) Solvent Cleaning

SSPC SP 5/NACE No. 1 (2007) White Metal Blast Cleaning

SSPC SP 16 (2010) Brush-Off Blast Cleaning of Coated and Uncoated Galvanized Steel, Stainless Steels, and Non-Ferrous Metals

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety -- Safety and Health Requirements Manual

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 , SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Quality Control Manual (QCM) ; G HDC

Safety, Health, And Environmental Requirements ; G SO

Safety Plan ; G SO

Ventilation Assessment Plan ; G SO

Confined Spaces Plan ; G SO

Respiratory Protection Plan ; G SO

Medical Surveillance Plan ; G SO

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Air Monitoring Test Plan ; G SO

Worker Protection Plan ; G SO

Environmental Protection Plan ; G ECC

Waste Disposal Plan ; G ECC

Waste Manifest ; I ECC

Containment Plan ; G ECC

Visible Emissions Monitoring Plan ; G ECC

Pm-10 Monitoring Plan ; G ECC

TSP Monitoring Plan ; G ECC

Water Quality Plan ; G ECC

SD-03 Product Data

Paint Formulas ; G HDC

Solvents and Thinners ; G HDC

SD-04 Samples

Paint Formulas ; G HDC

Solvents and Thinners ; G HDC

SD-06 Test Reports

Inspection Reports ; G ECC

Medical Status Report ; G SO

Change In Medical Status Report ; G SO

Pm-10 Test Report ; G ECC

TSP Test Report ; G ECC

Air Monitoring Test Report ; G ECC

Airborne Sampling Plan ; G ECC

SD-07 Certificates

Certified EHS Professional ; G ECC

Coating Thickness Gage Qualification ; G HDC

Qualified Paint Applicator ; G HDC

Quality Control Personnel ; G HDC

Qualified Painting Contractor ; G HDC

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1.4 QUALITY CONTROL MANUAL

Before the start of work, the fabricator is to supply a Quality Control Manual (QCM) to the Government for approval. The QCM will clearly address differences between the Quality Management System (QMS) and with these Specifications. These Specifications will govern between any discrepancies. The QCM will include, at a minimum, the following items in addition to the requirements outlined in the joint AISC 420 / SSPC QP 3 Quality Management System Standard for Coatings Application:

a. Inspection plan.

b. Method for verification of accuracy of inspection measuring and test equipment.

c. Nonconformance control procedures.

d. Corrective action procedures.

e. Coating defect repair procedures.

f. Handling, storage and delivery of product and materials

1.5 COATING THICKNESS GAGE QUALIFICATION

Submit Coating Thickness Gage Qualification documentation of manufacturer's certification for all coating thickness gages. Use magnetic flux thickness gages as described in ASTM D7091 to make all coating thickness measurements on ferrous metal substrates. Use eddy current thickness gages as described in ASTM D7091 to measure coating thickness on all nonferrous metal substrates. Gages to be used on the job must have an accuracy of 3 percent or better and be certified by the manufacturer as meeting this requirement.

1.6 SAMPLING AND TESTING

Allow at least 30 days for sampling and testing. Sampling may be at the jobsite or source of supply. Notify the Contracting Officer (CO) when the paint and thinner are available for sampling. Sampling of each batch will be witnessed by a Government representative unless otherwise specified or directed. Submit samples of all special paint formula, Military, Master Painter Institute, and SSPC paints and samples of solvents or thinners used to reduce the viscosity of the paint. Submit a 1-quart product samples of paint and thinner for each batch proposed for use. Label the sample to indicate formula or specification number and nomenclature, batch number, batch quantity, color, date made, and applicable project Contract number. Test all paint formulas at U.S. Army Construction Engineering Research Laboratory (CERL). Testing will be performed by the Government.

Costs associated with sampling and shipping are to be borne by the Contractor. Costs for retesting rejected material will be deducted from payments to the Contractor at the rate of $500 for each paint sample retested and $500 for each thinner retested. Send all paint formulas to be tested to:

U.S. Army Construction Engineering Research Laboratory ATTN: Brooke Divan 2902 Newmark Dr.

Champaign, IL 61826-9005

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1.7 SAFETY, HEALTH, AND ENVIRONMENTAL REQUIREMENTS

Perform work in accordance with all applicable health, safety, and environmental requirements as well as EM 385-1-1 . Submit matters of interpretation of these requirements to the Contracting Officer for resolution before starting work. If no clarifications are sought, then the submittal is not necessary. Where the regulations conflict, the most stringent requirements shall apply. This paragraph supplements the health, safety, and environmental requirements of EM 385-1-1 .

1.7.1 Safety

Submit a Safety Plan in accordance with the requirements of Section 01 of EM 385-1-1 , including, but not limited to, each of the topic areas listed in Appendix A therein and the specified requirements. Develop each topic in a concise manner to include management and operational aspects. Submit a Ventilation Assessment Plan complying with all applicable safety standards.

1.7.1.1 Abrasive Blasting

For abrasive blasting comply with the requirements in Section 06.H of EM 385-1-1 . In addition to the requirements in Section 20 of EM 385-1-1 , use hoses and hose connections of a type to prevent shock from static electricity. Hose lengths shall be joined together by approved couplings of a material and type designed to prevent erosion and weakening of the couplings. The couplings and nozzle attachments shall fit on the outside of the hose and designed to prevent accidental disengagement.

1.7.1.2 Workers Other Than Blasters

Protect workers, other than blasting operators working in close proximity to abrasive blasting operations, by utilizing MSHA/NIOSH-approved half-face or full-face air purifying respirators equipped with high-efficiency particulate air (HEPA) filters, eye protection meeting or exceeding ANSI/ISEA Z87.1 and hearing protectors (ear plugs and/or ear muffs) providing a noise reduction rating of at least 20 dBA or as needed to provide adequate protection. Personal protective equipment shall be provided where required by 29 CFR 1910.146 and in accordance with 29 CFR 1910 , Subpart I.

1.7.1.3 Cleaning Before and After Abrasive Blasting

Cleaning with compressed air shall be in accordance with Section 20.B.5 of EM 385-1-1 and personnel shall be protected as specified in 29 CFR 1910.134 .

When cleaning with solvents, provide ventilation where required by 29 CFR 1910.146 or where the concentration of solvent vapors exceeds 10 percent of the Lower Explosive Limit (LEL). Ventilation shall be in accordance with 29 CFR 1910.94 , paragraph (c)(5).

1.7.1.4 Pretreatment of Metals and Concrete with Acids

Personnel shall be protected in accordance with 29 CFR 1910 , Subpart I.

In addition to the requirements of Section 05 of EM 385-1-1 , provide an eyewash in accordance with ANSI/ISEA Z358.1 , paragraph (6).

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1.7.1.5 Paint Mixing

Local exhaust ventilation shall be provided in the area where coatings are mixed. This ventilation system shall be capable of providing at least 100 linear fpm of capture velocity in the mixing zone. Exposure of skin and eyes shall be avoided by wearing appropriate chemically resistant gloves, apron, safety goggles, and face shields meeting or exceeding the requirements of ANSI/ISEA Z87.1 . A combination unit, comprised of an eyewash and deluge shower, within close proximity to the mixing operation shall be provided in accordance with ANSI/ISEA Z358.1 , paragraph (9).

Individuals who have a history of, or develop a sensitivity to epoxy or polyurethane resin systems, shall not conduct work tasks or otherwise be exposed to such chemicals

1.7.1.6 Confined Spaces

When using solvent-based paint in confined spaces, prepare a Confined Spaces Plan . Provide ventilation to exchange air in the space at a minimum rate of 5,000 cubic feet per minute per spray gun in operation.

It may be necessary to install both a mechanical supply and exhaust ventilation system to effect adequate air changes within the confined space. Locate and affix all air-moving devices to an opening of the confined space in a manner assuring that the airflow is not restricted or short circuited and is supplied in the proper direction. Means of egress shall not be blocked. Continue ventilation after completion of painting and through the drying phase of the operation. If the ventilation system fails or the concentration of volatiles exceeds 10 percent of the LEL (except in the zone immediately adjacent to the spray nozzle), stop painting and evacuate spaces until adequate ventilation is provided.

Provide an audible alarm that signals system failure as an integral part of the ventilation system. The effectiveness of the ventilation shall be checked by using ventilation smoke tubes and making frequent oxygen and combustible gas readings during painting operations. Exhaust ducts shall discharge clear of the working areas and away from possible sources of ignition. Submit detailed written standard operating procedures for confined spaces in accordance with 29 CFR 1910.146 and EM 385-1-1 , Section 6I. The procedures shall include:

a. Certificates of calibration for all testing and monitoring equipment.

The certificates of calibration shall include: type of equipment, model number, date of calibration, firm conducting calibration, and signature of individual certifying calibration.

b. Methods of inspection of personal protective equipment prior to use.

c. Work practices and other engineering controls designed to reduce airborne hazardous chemical exposures to a minimum.

d. Specification of the design and installation of ventilation systems which shall provide adequate oxygen content and provide for the dilution of paint solvent vapor, lead, and other toxic particulates within the confined space. In addition, include plans to evaluate the adequacy of air flow patterns.

1.7.1.7 Paint Spraying

Submit a comprehensive written Respiratory Protection Plan in accordance with 29 CFR 1910.134 , 29 CFR 1926.62 , and Section 05.G of EM 385-1-1 .

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During all spray painting operations, spray painters shall use approved SCBA or SAR (air line) respirators, unless valid air sampling has demonstrated contaminant levels to be consistently within concentrations that are compatible with air-purifying respirator Assigned Protection Factor (APF). Persons with facial hair that interferes with the sealing surface of the facepiece to face seal or interferes with respirator valve function shall not be allowed to perform work requiring respiratory protection. Air-purifying chemical cartridge/canister half- or full-facepiece respirators that have a particulate prefilter and are suitable for the specific type(s) of gas/vapor and particulate contaminant(s) may be used for nonconfined space painting, mixing, and cleaning (using solvents). These respirators may be used provided the measured or anticipated concentration of the contaminant(s) in the breathing zone of the exposed worker does not exceed the APF for the respirator and the gas/vapor has good warning properties or the respirator assembly is equipped with a NIOSH-approved end of service life indicator for the gas(es)/vapor anticipated or encountered. Where paint contains toxic elements that may become airborne during painting in nonconfined spaces, air-purifying half- and full-facepiece respirators or powered air-purifying respirators equipped with appropriate gas vapor cartridges, in combination with a high-efficiency filter, or an appropriate canister incorporating a high-efficiency filter, shall be used.

1.7.1.8 Explosion Proof Equipment

Electrical wiring, lights, and other equipment located in the paint spraying area shall be of the explosion proof type designed for operation in Class I, Division 1, Group D, hazardous locations as required by the NFPA 70 . Electrical wiring, motors, and other equipment, outside of but within 20 feet of any spraying area, shall not spark and shall conform to the provisions for Class I, Division 2, Group D, hazardous locations.

Electric motors used to drive exhaust fans shall not be placed inside spraying areas or ducts. Fan blades and portable air ducts shall be constructed of nonferrous materials. Motors and associated control equipment shall be properly maintained and grounded. The metallic parts of air-moving devices, spray guns, connecting tubing, and duct work shall be electrically bonded and the bonded assembly shall be grounded.

1.7.1.9 Further Precautions

a. Workers must wear nonsparking safety shoes.

b. Place and ground solvent drums, taken into the spraying area, on nonferrous surfaces. Maintain metallic bonding between containers and drums when materials are being transferred.

c. Inspect insulation on all power and lighting cables to ensure that the insulation is in excellent working condition and is free of all cracks and worn spots. Cables shall be further inspected to ensure that no connections are within 50 feet of the operation, that lines are not overloaded, and that they are suspended with sufficient slack to prevent undue stress or chafing.

1.7.1.10 Ignition Sources

Ignition sources, to include lighted cigarettes, cigars, pipes, matches, or cigarette lighters shall be prohibited in area of solvent cleaning, paint storage, paint mixing, or paint application.

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1.7.2 Health

Prepare and submit a Medical Surveillance Plan and a statement from the examining physician indicating the name of each employee evaluated and any limitations which will preclude the employee from performing the work required. The statement shall include the date of the medical evaluation, the physician's name, signature, and telephone number.

1.7.2.1 Air Monitoring

Prepare and submit an Air Monitoring Test Plan . Perform air sampling and testing as needed to assure that workers are not exposed to contaminants above the permissible exposure limit. In addition, provide the Contracting Officer with a copy of the Air Monitoring Test Report from the laboratory within five working days of the sampling date, including records of air monitoring plans and tests performed. Submit reports as soon as information is available. Also provide results from direct-reading instrumentation on the same day the samples are collected.

Prepare and submit an Airborne Sampling Plan detailing the NIOSH 2003-154 , Factory Mutual, or Underwriters Laboratories approved equipment, equipment calibration procedures, sampling methods, sampling to be performed, and analytical procedures to be used based on the type of work to be performed and anticipated toxic contaminants to be generated. Include the name of the accredited laboratory, listed by the American Industrial Hygiene Association (AIHA), to be used to conduct the analysis of any collected air samples.

1.7.2.2 Medical Status

Prior to the start of work, and annually thereafter, submit a Medical Status Report including records of medical tests. Medically evaluate all Contractor employees working with or around paint systems, thinners, blast media, those required to wear respiratory protective equipment, and those who will be exposed to high noise levels for the particular type of exposure they may encounter. Maintain medical records as required by 29 CFR 1910.20 . The evaluation shall include:

a. Audiometric testing and evaluation of employees who…