BXRH252007 Markings SOW V2 15 JUL 2025.pdf

Statement of Work

East Ramp Airfield Markings

For Idaho Air National Guard

BXRH 252007

BXRH 252007

East Ramp Airfield Markings

TABLE OF CONTENTS

TAB A: Project Description

1. Project Number and Title 3

2. Scope 3

3. Facility Function/Construction 3

4. Plans 3

5. Location 3

6. Hours of Operation 4

7. Utilities 4

8. Contract Line-Item Number 4

9. Occupancy and Phasing 5

10. Scheduling and Notice to Proceed 5

11. Period of Performance 5

12. Project Requirements 6

13. Construction 8

TAB B: General Requirements 1 Base Access 18

2. Performance 19

3. Meetings 19

4. Environmental 20

5. Site Conditions 24

6. Traffic Control 24

7. Supervision 25

8. Site Safety 26

9. Anti-Terrorism Force Protection 26

10. Clean Up 27

TAB A

PROJECT DESCRIPTION

1. PROJECT NUMBER AND TITLE:

1.1. BXRH 252007 East Ramp Airfield Markings

2. FACILITY FUNCTION/CONSTRUCTION:

2.1. The East Ramp is an approximately 820,000 SF concrete surfaced, secured parking area for military aircraft. The ramp markings are being reconfigured to accommodate A-10 operations. Some markings were applied last year. Additional markings need to be added or refreshed.

3. SCOPE: MINOR CONSTRUCTION.

3.1. The purpose of this project is to ensure all markings on the East Ramp are in good condition and meet the operational requirements of the Idaho Air National Guard. This work will involve painting additional lines and features, removing any remaining paint from previous marking and repairing any sealant damaged by paint marking removal.

3.2. This is a companion project to BXRH 252003 East Ramp Crack Seal. It is anticipated that both projects will be done simultaneously.

4. PLANS:

4.1. Refer to attached drawings and/or plan sheets. Additional Facility locations, Floor plans, as-built drawings, reports from previous surveys, or other relevant information shall be provided by BCE representative if needed.

5. LOCATION:

5.1. Project is located at Gowen Field, on Boise Air Terminal, Boise Idaho.

5.2. Gowen Field is a controlled access National Guard military installation.

• Refer to Tab B, Section 1 BASE ACCESS for more information.

6. HOURS OF OPERATION:

6.1. Normal business hours on Gowen Field are 0630-1730, Monday through Friday, and one weekend per month for training (UTA), excluding holidays.

7. UTILITIES:

7.1. Utility maps will be provided by CE representative.

7.2. Contractor is responsible for identifying and locating all underground utilities before and during all excavation activities.

• Idaho Power furnishes overhead electrical service to the base at 13.8 kV.

• Intermountain Gas furnishes existing natural gas service.

• Veolia (formerly Suez) Water furnishes existing water service.

• City of Boise furnishes existing sanitary sewer service.

• Communications manhole/duct system is owned by the Government and provided by the 124th Communications Squadron.

8. CONTRACT LINE-ITEM NUMBER (CLIN) STRUCTURE:

8.1. Cost proposals shall be broken out into the following CLIN Structure. CLINs may be executed individually or in combination dependent on funding.

• CLIN 1 (BASE BID): Repaint East Arm/De-arm pad.

♦ Taxi lines and nose blocks with black highlights, (2475 SF).

♦ Spot number boxes and numerals with black highlights, (180 SF).

♦ Retain and protect existing thermoplastic markings.

• CLIN 2 (OPTION 1): Update ramp signage.

♦ Add (2) transient aircraft nose blocks, (12 SF).

♦ Update all spot numbers (39) to yellow boxes with black numerals, (780 SF).

♦ Paint stop bar, “STOP” and “TOW ONLY” on flightline road, (50 SF).

• CLIN 3 (OPTION 2): Paint alert parking spots.

♦ Add (4) taxi lines and nose blocks, (384 SF).

♦ Add (4) spot number boxes and numerals, (80 SF).

♦ Add (2) AGE boundary boxes, (104 SF).

• CLIN (OPTION 3): Paint highlights for ramp markings.

♦ Add black highlights to taxi lines and taxilane boundary lines, (13,920 SF).

♦ Add black highlights to ramp boundary lines, (2300 SF).

♦ Add black highlights to transient aircraft nose blocks and spot number boxes, (450

SF).

9. OCCUPANCY & PHASING:

9.1. All buildings and surrounding areas will remain occupied throughout construction. A phasing plan of work shall be submitted prior to construction starting, with consideration for minimal downtime during work in these areas.

9.2. When necessary, the Contractor will provide work site protection and traffic control measures sufficient to prevent vehicles and/or pedestrian traffic from inadvertently entering the construction area.

10. SCHEDULING AND NOTICE TO PROCEED:

10.1. A proposed construction schedule on an AF Form 3064 will be submitted to the Contracting Officer (KO) 7 working days prior to the Pre-construction meeting. The Contracting Officer (KO), the Base Civil Engineer (BCE) and/or BCE representative will review the schedule and approve or request changes during the Pre-construction meeting.

10.2. Construction schedules shall outline critical paths, project milestones, submittal deadlines, and all scheduled meetings.

10.3. If project is delayed the Contractor shall submit an updated AF 3064 for approval.

10.4. Schedule will be required and approved via submittal before notice to proceed (NTP) is given.

10.5. This project requires Airfield Driving training for all Contractor and subcontractor personnel operating motorized vehicles and equipment before Notice to Proceed (NTP) is given.

• Contact Airfield Management (AFM) at 208-422-5229 to schedule training.

• Contractor is responsible for ensuring personnel have met all training requirements before working on Gowen Field.

11. PERIOD OF PERFORMANCE:

11.1. The period of performance for this work will be negotiated between Contracting Officer (KO), BCE representative, and Contractor based on facility requirements and CLIN option execution.

12. PROJECT REQUIREMENTS:

12.1. Contractor:

• Contractor shall investigate the site for existing site conditions, existing utilities and easements, and demolition requirements. Utilities must be maintained for buildings in the vicinity.

• Refer to the following specifications and reference documents for all technical details.

In conflict between this SOW and the below reference documents and specifications, the Contractor shall submit an RFI for guidance.

• Manufacturer's instructions for handling, applying, and installing products are considered a part of these specifications. In the event of conflict between the requirements of this SOW and the manufacturer's recommendations, the Contractor shall submit an RFI for guidance.

12.2. Material Specifications:

• Paint shall conform to Federal Specification TT-P-1952F, Paint, Traffic and Airfield Marking, Waterborne, Type I or II

• Colors shall match Federal Specification ASE-AMS-STD-595 Colors Used in Government Procurement ♦ White – 37925 ♦ Yellow – 33538 ♦ Black – 37038 ♦ Red - 31136

• Glass Beads shall conform to Federal Specification TT-B-1325, Beads (Glass Spheres) Retro-Reflective, Type I

• Sealant, Jet Fuel Resistant (JFR), conforming to ASTM D5893, Standard Specification for Cold Applied, Single-Component, Chemically Curing Silicone Joint Sealant for Portland Cement Concrete Pavements.

♦ D.S. Brown 800/900 Series or approved equal

• Backing Material shall conform to ASTM D5249, Standard Specification for Backer

Material for Use with Cold- and Hot-Applied Joint Sealants in Portland Cement Concrete and Asphalt Joints.

12.3. Reference Documents:

• References shall include but not be limited to the following manuals, specifications, and Unified Facilities Criteria (UFC)’s. All UFC may be found at https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc

• UFC 1-200-01 DoD Building Code (General Building Requirements), w/ Change 1.

• UFC 3-250-04 Standard Practice for Concrete Pavement Construction.

https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc

• UFC 3-250-08FA Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements.

• UFC 3-260-04 Airfield and Heliport marking.

• UFC 3-270-01 O&M Manual, Asphalt and Concrete Pavement Maintenance and

Repair w/ Change 1.

• MUTCD Manual on Uniform traffic Control Devices for Streets and Highways, 11th edition, w/ Change 1.

• ASTM D1414 Standard Practice for Measurement of Wet Film Thickness by Notch

Gauges

• ASTM E1710 Standard Test Method for Measurement of Retroreflective Pavement

Marking Materials with CEN-Prescribed Geometry Using a Portable Retroreflectometer.

12.4. Submittals:

• All submittals will be processed with an AF Form 3000 as the coversheet and routed through the Contracting Office (KO) for approval.

• Materials must be approved by the KO and the Base Civil Engineer (BCE) prior to installation.

• Prior to the start of work on the Base, a schedule using AF 3064 or similar document shall be submitted and approved, through the Contracting Office(KO) and the Base Civil Engineer (BCE). Any changes to the schedule must be submitted for acceptance.

• Prior to installation or use, the Contractor shall submit to the Contracting Office (CO) and the Base Civil Engineer (BCE) for approval of the manufacturer's product information, specifications and instructions for the materials intended for use on the job.

• An AF Form 66, material submittal schedule, shall be submitted within 10 calendar days of the NTP indicating when each material item shall be submitted for approval.

• Government shall not be held responsible if disapproved materials delay the project.

• Allow for a minimum of 5 calendar days for the Government’s processing of material submittals.

• The Contractor shall not order, deliver, or install any materials without Contracting

Office material approval, or remove any materials on site which have not been properly approved.

• The Contractor will provide a warranty packet with all facilities and materials listed.

• If a crane is needed for this project a FAA form 7460-1 will need to be submitted, approved, and a copy turned into 124 CE prior to receiving a notification to proceed.

The FAA form 7460-1 can be filled out and found at https://oeaaa.faa.gov/oeaaa/external/portal.jsp.

https://oeaaa.faa.gov/oeaaa/external/portal.jsp

13. CONSTRUCTION REQUIREMENTS:

13.1. Submittals:

Submit the following in accordance with Section 12.4

• Preconstruction Submittals:

♦ Quality Control Plan.

♦ Qualifications.

♦ Safety Data Sheets for Each Paint Type.

♦ Safety Data Sheets for Chemicals Used In Surface Preparation.

♦ Data Sheets for Surface Preparation Equipment.

♦ Marking Applications Equipment List.

• Product Data:

♦ Manufacturer Data Sheets for all Marking Materials.

♦ Manufacturer Data Sheets for all Reflective Materials.

• Samples:

♦ Samples of Marking Materials.

♦ Samples of Each Reflective Media.

• Test Reports:

♦ Marking Application Wet Film Thickness.

♦ Reflective Media Reflectivity Test.

• Certificates:

♦ Manufacturer Certificate of Compliance for Marking Materials.

♦ Manufacturer Certificate of Compliance for Reflective Materials.

♦ Manufacturer Certificate of Conformance for Volatile Organic Compliance.

• Manufacturer's Instructions:

♦ Marking Materials Storage and Application.

♦ Reflective Media Storage and Application.

♦ Chemicals Used in Surface Preparation.

13.2. Quality Control Plan:

Within 10 calendar days of project award, submit a quality control plan. The plan must state the means, methods, equipment and materials to be employed for performance of the marking layout, surface preparation, and application of reflective and non-reflective markings. At a minimum, provide descriptive criteria for each of the following activities for review and approval by the Contracting Officer:

• Describe the means and methods used to layout marking geometry and the location of marking elements.

• Describe the protocol for determination of the operating pressure and speed of the equipment for surface preparation.

• Describe the protocol for surface preparation when not using water.

• Define the protocol for the performance of test sections for each linewidth, color, and paint type.

• Provide equipment details to include speed, pressures and application rate for the minimum wet film thickness and the application rate of reflective media to provide the specified glass bead anchoring and reflectivity. The information will be presented in a table format foreach type of marking, width and color.

• Provide and discuss safety directives for vehicle operations on the airfield.

• Define communications procedures when operating on the airfield.

13.3. Personnel Qualifications for Airfield Pavement Marking:

Submit documentation, within 10 calendar days of project award, that describes the training and experience of each person performing work on the project.

13.4. Delivery Storage and Handling:

Provide a conditioned storage and staging area located off the installation for all materials intended to be used on the project. Ensure all materials delivered to the storage location are in the original container and clearly marked with the product name, compliance information, batch number, color, manufactured date, instructions for storage, instructions for application, and the name of the manufacturer. All materials are to be stored in conformance with the manufacturer instructions. Provide manufacturer instructions for; marking materials storage and application, reflective media storage and application, and the chemicals used in surface preparation.

13.5. Environmental Requirements:

• Weather Limitations for Marking Application:

♦ Apply pavement markings to clean, dry surfaces only when the ambient temperature is at least 5 degrees F above the dew point and the pavement surface temperatures are within limits recommended by the manufacturer unless otherwise noted. Allow the pavement surfaces to dry after the water has been used for surface preparation or after a precipitation event.

♦ Do not perform marking applications when the wind carries overspray onto locations adjacent to the marking. Provide wind screens to shroud application equipment.

• Testing Dry Surfaces:

Do not commence marking until the pavement surface is dry. Use the plastic wrap method in accordance with paragraph PRE-APPLICATION TESTING to test the pavement surface for moisture. Do not proceed with marking until the Contracting Officer has observed the moisture test and has accepted the area prepared for marking.

• Volatile organic Compounds Compliance:

Submit a manufacturer certificate stating that the proposed pavement marking paint meets the Volatile Organic Compound (VOC) regulations of the local Air Pollution Control District having jurisdiction over the geographical area in which the project is located.

• Traffic Control for Airfield:

Coordinate performance of all work in the controlled zones of the airfield with the Contracting Officer and with the Airfield Manager. Neither equipment nor personnel can use any portion of the airfield without permission of the Airfield Manager unless the feature is closed.

• Emergency Operations on the Airfield:

Aircraft emergencies take precedence over all operations. Upon notification from the Air Traffic Control Tower of an emergency, stop all operations immediately and evacuate all personnel and equipment to an area not utilized for aircraft traffic. The evacuation point must be at least 250 feet measured perpendicular to the near edge of any runway or taxiway or as directed by the Air Traffic Control Tower. All personnel and equipment must be clear of the work area and at a designated evacuation location within 15 minutes.

• Application Equipment Calibration:

Before performing any marking application, calibrate the paint and glass bead application equipment at the necessary speed to execute the application. Calibration and application will be performed using paint that is not diluted or thinned. Paint will be used as formulated by the manufacturer. Calibrate paint and bead guns for each line width and color intended to be applied. Use a wet film gauge in accordance with ASTM D4414 to determine if the wet film thickness is the same at each edge and at the center of the marking. Adjust each paint gun to provide a uniform wet film thickness for the width of the marking. Collect a sample of glass beads directly from the glass bead dispenser along a measured distance. Weigh the glass beads captured and determine the coverage by dividing the weight by the area of the line placed during the calibration. Adjust the glass bead dispenser to provide an application rate necessary to meet or exceed the reflectivity specified. After determining the application rate, apply a reflective marking using the wet film thickness to be used for the color and marking element. Using a magnifying glass, examine the distribution and embedment of the glass beads. Beads are to be distributed uniformly for the width of the marking. Adjust the wet film thickness if the beads are submerged or predominantly on the surface of the marking.

13.6. Equipment:

• Surface Preparation Equipment:

Submit data sheets for surface preparation equipment the Contractor intends to use to prepare the pavement surface for marking. In the submittal, include descriptive information on the means for adjusting coverage per each pass, water pressure adjustment range, and tank and flow capacities. The equipment must have a range of adjustments that, when used, result in an existing surface that is clean and free of dirt, dust, oil, grease, algae, mildew, mold, and loose paint. The equipment is not intended to be used to remove stable existing markings intentionally. Submit safety data sheets for chemicals used in surface preparation.

• Water Blasting Equipment:

Use mobile water blasting equipment capable of producing a pressurized stream of water that effectively cleans existing markings and pavement surfaces without damage to stable markings, pavement, or joint seals. Provide equipment, tools, and machinery which are safe and in good working order.

• Markings Application Equipment:

Submit a marking applications equipment list appropriate for the material(s) to be used. Include manufacturer's descriptive data and certification for the planned use that indicates the area of coverage per pass, pressure adjustment range, tank and flow capacities, and all safety precautions required for operating and maintaining the equipment. Provide and maintain machines, tools, and equipment used in the performance of the work in satisfactory operating condition or remove equipment that is not providing satisfactory performance from the work site. Provide mobile and maneuverable application equipment to the extent that straight lines can be followed, and normal curves can be made in a true arc.

• Airless or Atomizing Equipment:

Provide mobile airless or pneumatic air-atomized application equipment that is maneuverable to the extent that straight lines can be followed, and normal curves can be made in a true arc. Mount equipment on trucks, skids or tractors. Use equipment suitable for application of the marking material specified. Airless systems are used to only apply waterborne coatings. Pneumatic systems are used to apply waterborne coatings and durable materials. Provide equipment capable of applying a marking from 4 inches to 36 inches wide in a single pass and applying two single solid or intermittent lines using a minimum of two colors. Provide equipment with tanks or reservoirs equipped with mechanical agitators, pressure regulators, and gages in full view of the equipment operator. Use paint strainers suitable to screen paint flowing in all supply lines.

• Hand-Operated Machines:

Provide a hand-operated push-type applicator machine for applying water-based paint, or preformed tape, to pavement surfaces for small marking projects such as surface painted signs. Provide an applicator machine with the necessary tanks and spraying nozzles to apply paint uniformly at the specified wet film thickness. Provide spray guns for hand application of paint in areas where push-type machines cannot be used.

• Reflective Media Dispenser:

Mount glass bead dispensers that are automatically triggered when paint guns are activated. The dispensers may be pressurized or gravity-drop systems. Pressurized systems require moisture control.

13.7. Materials:

Submit safety data sheets for each paint type as well as manufacturer data sheets for all marking materials and manufacturer data sheets for all reflective materials; include with the submittal a manufacturer certificate of compliance for marking materials and a manufacturer certificate of compliance for reflective materials.

• Airfield Marking Colors:

Provide markings for airfield pavements that conform to SAE AMS-STD-595A color numbers as listed in Table I

Table I. SAE AMS-STD-595A Color Numbers White 37925 Yellow 33538 Black 37038 Green 34108 Red 33411

• Waterborne Paint:

Use FS TT-P-1952, Type I or II paint.

• Reflective Media for Airfields:

Provide FS TT-B-1325 Type I, Gradation A glass beads. Paint and glass bead types used with markings are designated on the drawings. Provide glass beads with those coatings that promote adhesion, limit flotation, and absorb moisture to preclude bundling and dual coatings for waterborne materials.

13.8. Test Sections:

Before the performance of any marking application, demonstrate to the Government, using the equipment, materials, and personnel identified in the approved quality control plan, that the requirements for acceptance of the final product(s) are attainable. The minimum length of the test section is 50 feet of marking for each line width, color, and wet film thickness. Perform demonstrations in a location designated by the Contracting Officer within the project scope of work. Do not perform the test section(s) until the Contracting Officer is present to observe the test. Table II identifies minimum and maximum wet film thickness based on glass bead type. Each test section’s result is the standard of performance for the color, width, wet film thickness, and glass bead application rate for each marking element. Submit the width, color, wet film thickness, and measured reflectivity.

• Surface Preparation for Test Section:

Prepare an area large enough to determine cleanliness, adhesion of remaining markings, and cleaning rate. Use the means, methods, and equipment identified in the approved quality control plan. Adjust the means, methods, equipment, or equipment settings until the prepared surface is free of dirt, debris, oils and greases, algae, mold, mildew, and loose or flaking paint without damage to the pavement. Remove any equipment that fails to provide an acceptable product during the demonstration and provide new equipment that will produce an acceptable product. Approved demonstration area establishes the standard for the work.

• Wet film thickness Test Section:

Adjust the marking application rate for equipment speed, operating pressure, and line width, to provide a minimum wet film thickness, full coverage, and reflective media anchoring. Minimum and maximum wet film thickness is identified in Table II.

Measure the wet film thickness using a wet film gauge at three points along the test section. Wet film thickness is determined using ASTM D4414 as the performance standard. When the average of the three readings is less than the minimum specified in Table II, repeat the test section. Submit the results of the marking application wet film thickness test to the Contracting Officer before proceeding with work on the project.

• Reflective Value Test Section:

Measure the reflectivity at three points, along the length of the marking placed for wet film thickness. After the application is cured, measure the retro-reflective value using a Retro-Reflectometer with a direct readout in millicandelas per square meter per lux (mcd/m2/lx) using ASTM E1710. Take three readings on each test section.

When the average of the three readings is less than the minimum specified in Table V, repeat the test section. Document the application rate of the reflective media required to meet the specified minimum reflectivity. Submit the results of the reflective media reflectivity test to the Contracting Officer before proceeding with work on the project.

13.9. Surface Preparation:

Clean surfaces before the application of marking materials. Remove all dirt, dust, oil, grease, algae, mildew, mold, loose paint and mineral deposits such as iron stains by use of water blasting or chemical removal. Follow the cleaning with sweeping, blowing or using water rinse. Do not begin painting in any location prepared for marking until surfaces are dry and clean. Scrub areas with oil or grease present with applications of trisodium phosphate solution or other approved detergent or degreaser.

Rinse thoroughly after each application to prevent staining of the new marking. After cleaning oil-soaked areas, seal with shellac or primer as the manufacturer recommends, to prevent bleeding through the new paint.

13.10. Pre-Application Testing:

Test the pavement surface for moisture before beginning pavement marking after each period of rainfall, fog, high humidity, or cleaning or when the ambient temperature has fallen below the dew point. Do not commence marking until the pavement is sufficiently dry and the Contracting Officer has approved the pavement condition.

Employ the plastic wrap method, described as follows, to test the pavement for moisture:

• Cover the pavement with a 300 mm by 300 mm 12 inch by 12 inch section of clear plastic wrap and seal the edges with tape.

• After 15 minutes, examine the plastic wrap for any visible moisture accumulation.

Do not begin marking operations until the test can be performed with no visible moisture accumulation inside the plastic wrap.

• Re-test surfaces when work has been stopped due to a precipitation event.

13.11. Marking Application:

• Waterborne Paint:

Dilution or thinning of paint prior to application is not allowed.

Provide FS TT-P-1952 waterborne paint and FS TT-B-1325 glass beads.

The paint wet film thickness and glass bead application rate is provided in Table II.

Perform the marking and bead application test section beginning at the minimum value and adjust the application rate up or down until the requirements of paragraphs WET FILM THICKNESS TEST SECTION and REFLECTIVE VALUE TEST SECTION are satisfied. The values of wet film thickness and bead application rate established by the test section will be the standard of performance for the respective marking type and color.

Table II. Paint Wet Film Thickness and Bead Application Rate

Paint Type

Non-Reflectorized Marking Wet Film

Thickness (mil)

Reflectorized Marking Wet Film Thickness (mil) based on Glass Bead Type Minimum Bead Application Rate

Type I Gradation

A Type III

Type IV Gradation

B

Type I Gradation

A Type III

Type IV Gradation

B Type I 14-16 14-16 -- -- 7 lb/gal -- -- Type II 14-16 14-16 16-20 -- 7 lb/gal 10 lb/gal --

13.12. Material Inspection:

The Contractor is responsible to examine all materials accepted for delivery with the certificate of compliance.

• Sampling and Testing:

As soon as the marking materials are available for sampling, obtain materials by random selection directly from equipment already calibrated. Four quarts of paint are to be collected; two quarts for the Contractor and two liters two quarts for the Government. Samples of marking materials and samples of each reflective media are to be collected by the Contractor in the presence of the Contracting Officer. Identify samples by project name and number, manufacture date, batch number, and the square yards of markings represented by the sample. The Government will retain samples for the warranty period under storage conditions recommended by the manufacturer.

If there is an issue with a material defect during the period of the warranty, the Contractor will incur the cost for an accredited independent laboratory to test the material(s) for conformance with the certifications and the contract specifications. If a sample fails to meet the specification, replace the material in the area represented by the sample and retest the replacement material as specified above. The Government reserves the right to test the samples for verification of materials.

• Dimensional Tolerance:

The Contractor responsible for layout markings. All layout markings are placed before the marking material application. The edges of markings will not vary from a straight line drawn between the beginning and end of the marking by more than 1/2 inch in 50 feet. Marking dimensions and spacing must be within the tolerances provided in Table III.

Table III. Dimensional Tolerance for Marking Elements Dimension and Spacing Tolerance

36 inches or less +/- ½ inch 36 inches to 6 feet +/- 1 inch

6 feet to 60 feet +/- 2 inches Greater than 60 feet +/- 3 inches

13.13. Reporting Wet Film Thickness, Glass Bead Distribution, and Reflectivity:

Submit documentation on the wet film thickness and reflectivity for each marking element. Provide a reading at the rate of one reading per 1000 linear feet of line marking. A reading is the average of 10 measurements at random locations within the marking element area. Submit the results of the Marking Application Wet Film Thickness test and Reflective Media Reflectivity Test to the Contracting Officer.

• Wet Film Thickness:

Conduct a Marking Application Wet Film Thickness test. Provide a wet film thickness gauge to measure the wet film thickness using ASTM D4414 at the edge(s) and one interior location of the marking. When more than 3 in 10 consecutive measurements of wet film thickness are outside of the tolerances in Table II, remove and replace areas not meeting the wet film thickness requirement.

• Reflectivity:

Conduct a Reflective Media Reflectivity Test. Provide documentation that records the readings for white, yellow and red reflective markings. Measure the reflectivity using a Retro-Reflectometer using ASTM E1710. The minimum reading for white, yellow, and red markings is provided in Table V in millicandelas per square meter per lux (mcd/m2/lx) at the time of marking. When more than 3 in 10 consecutive measurements of reflectivity are outside of the minimum in Table V, remove and replace the areas not meeting the minimum reflectivity requirements.

13.14. Clean-up and Disposal of Debris:

• Provide a vacuum sweeper at each work area when markings are cured. Vacuum sweep the entire pavement surface to provide a clean pavement without fugitive glass beads and debris.

• Contractors are responsible for demolished materials and their proper disposal.

• Contractor will be responsible for ensuring the work site is cleaned and organized in an orderly fashion at the end of each workday and before final acceptance.

• Remove the debris to a disposal facility approved by the Contracting Officer.

• The weight for all material waste generated from this project must be recorded.

• Refer to Tab B Section 4 ENVIRONMENTAL for additional information.

13.15. Existing Conditions:

• If during any phase of work the existing or surrounding finishes are disturbed/damaged, the contractor will be responsible for replacing/repairing and reinstalling affected material as part of the project with no additional cost to the government.

13.16. Closeout:

• Provide O&M manuals, warranty information/documentation, and owners training if applicable, to BCE at final acceptance.

13.17. Warranty Period:

• The contractor’s warranty periods shall begin with date of Final Acceptance, Substantial Completion Date.

• The subcontractor installation date shall not constitute the beginning of the warranty period.

TAB B

GENERAL REQUIREMENTS

1. BASE ACCESS:

1.1. Base access procedures can be found on the Idaho Military Division Visitors Control

Center webpage at the below URL: https://www.imd.idaho.gov/visitor-control-center/

1.2. The contractor shall comply with all applicable installation/facility access and local security policies and procedures. The Contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces. The Contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in Contractor security matters or processes.

1.3. Beginning May 7, 2025, all personnel wishing to access a federal building or military installation (Gowen Field) will need a Star card, US Passport, Military ID, or some other form of federally accepted identification. Forms of identification accepted in lieu of a license or ID card with the Star can be found at https://www.tsa.gov/travel/security-screening/identification

1.4. Contractor must have prior approval for personnel to work in any restricted areas, aircraft taxiway or aircraft parking ramps. A letter to the Contracting Office and BCE with employee's name, SSN, and what dates they will be working in any restricted areas.

• This letter will be made available to the Contracting Office and BCE no-less-than 7 working days prior to the start of work to allow for coordination with Base Security- Forces.

1.5. All workers will have a flight line restricted area security, noise safety, and Foreign Object Detection (FOD) briefing before being allowed to enter aircraft taxiway or parking ramp area.

1.6. The Contracting Office and/or BCE representative shall provide guidance and directions for restricted area access during the Pre-Construction meeting and anytime thereafter.

https://www.imd.idaho.gov/visitor-control-center/ https://www.tsa.gov/travel/security-screening/identification

2. PERFORMANCE:

2.1. Submission of bids by a Contractor shall be accepted as prima fascia evidence that they have examined the specifications and drawings and have satisfied themselves as to the nature and location of the work and all other matters, which can in any way affect the work or cost thereof under this contract.

2.2. Any failure of the Contractor to acquaint themselves with all available information, including a physical survey of the site of the proposed work, will not relieve them from successfully performing all the work required to be done for a complete, finished job.

2.3. The above brief outline of principle features of the work in no way limits the responsibilities of the Contractor to perform all work and furnish all plant, labor, and material required by the specifications and plans referred herein.

2.4. All work performed under this scope of work shall be conducted in accordance with applicable Federal, State, and Local regulations, ANG policies and regulations.

2.5. Work will conclude with final acceptance by the Contracting Office and BCE representative, warranty delivery, and financial closeout.

2.6. Contractors are responsible for verifying all measurements required for bidding purpose during site walk through.

2.7. Questions asked after site visit must be submitted in writing to Contracting Office and BCE representative no later than 7 calendar days after the site walk through.

3. MEETINGS:

3.1. The Contractor will record and provide meeting minutes for all construction meetings to include the Pre-Construction meeting.

3.2. All meeting minutes will be on letter head, memo format and will include attendance sheet, date of meeting, time of meeting, location of meeting, list of decisions, and comments provided.

3.3. All meeting minutes will be submitted to the Contracting Office and BCE representative no less than 5 calendar, and no more than 10 calendar days after the date of the meeting for acceptance.

4. ENVIRONMENTAL:

4.1. The Contractor shall comply with all Federal, State, and Local regulations pertaining to the protection of the environment and the emission of hazardous pollutants in the performance of this contract. All correspondence or discussions with Federal, State, and Local environmental regulatory agencies will be discussed and coordinated with the Contracting Office, the BCE representative, and the ANG Civil Engineering Environmental Program Manager.

4.2. Environmental Protection Plan (EPP):

• Will be submitted and approved before NTP is given.

• Will identify any hazardous materials brought on base.

• Will identify how hazards will be stored and staged on base.

• Will identify residual materials that are deemed solid waste to be covered when traversing on base as well as on DOT roads.

• Submit the EPP within 15 days after Contract award and not less than 10 days before the preconstruction meeting. Revise the EPP throughout the project to include any reporting requirements, changes in site conditions, or contract modifications that change the project scope of work in a way that could have an environmental impact.

• Recycling & Refuse Weight Tickets to be submitted to the Environmental office prior to final acceptance being given.

• SDS for any chemicals brought onto the installation.

4.3. No requirement in this section will relieve the Contractor of any applicable federal, state, and local environmental protection laws and regulations. During Construction, identify, implement, and submit for approval any additional requirements to be included in the EPP. Maintain the current version onsite.

4.4. A brief description of each specific plan required by environmental permit or elsewhere in this Contract such as storm water pollution prevention plan, spill control plan, solid waste management plan, wastewater management plan, air pollution control plan, contaminant prevention plan, a historical, archaeological, cultural resources, biological resources and wetlands plan, or traffic control plan.

4.5. Air Quality:

• Submit truck and material haul routes along with a Dirt and Dust Control Plan for controlling dirt, debris, and dust on Installation roadways. As a minimum, identify in the plan the subcontractor and equipment for cleaning along the haul route and measures to reduce dirt, dust, and debris from roadways.

♦ Haul route must be submitted prior to NTP being given.

• Identify air pollution generating equipment or processes that may require federal, state, or local permits under the Clean Air Act. Determine requirements based on any current installation permits and the impacts of the project. Provide a list of all fixed or mobile equipment, machinery or operations that could generate air emissions during the project to the Contracting Office and BCE.

• Identify planned air pollution-generating processes and management control measures (including, but not limited to, spray painting, abrasive blasting, demolition, material handling, fugitive dust, and fugitive emissions). Log hours of operations and track quantities of materials used.

4.6. Waste Management:

• Identify planned air pollution-generating processes and management control measures (including, but not limited to, spray painting, abrasive blasting, demolition, material handling, fugitive dust, and fugitive emissions). Log hours of operations and track quantities of materials used.

• Monthly, submit a solid waste disposal report to the Contracting Office and BCE. For each waste, the report will state the classification (using the definitions provided in this section), amount, location, and name of the business receiving the solid waste.

• Waste removed from the base will be disposed of in accordance with applicable Federal, State, and Local regulations.

• Contractor shall follow this plan once it has been approved by the Contracting Office and BCE.

• Under no circumstances will the Contractor bring hazardous waste onto the facility.

4.7. Hazardous Material (HM) Management:

• All HM required to support the contract shall be reported to the Environmental Office using the Contractor HM Identification Form attached. The Form may be altered to improve tracking. This listing will be provided prior to work beginning and will strictly be enforced by the KO/KOR. Additional HM needed by the Contractor shall be identified to the Contracting Officer’s Representative (KOR) for approval by the HMMP. The form shall constitute a materials submittal in the form of a quarterly report being submitted to the Base Environmental Office throughout the course of the project. In addition, Contractor shall maintain a Contractor HM Identification Form for all HM on the job site for inspection/verification. In addition:

• Contractor is required to provide Safety Data Sheets (SDSs), via the submittal process in section 7, for all materials being used in the performance of this contract with the HM Identification Form. These SDS shall also be maintained in a Binder within the Job Trailer or wherever the construction project is headquartered out of.

• Unused materials shall be inventoried and removed from Base property prior to close-out of the contract or expiration date of the HM.

• Contractor shall accompany the KOR and the installation Environmental Manager (CEV) on project close-out inspection to ensure all used and unused HM has been removed from the installation. This requirement shall not be a punch list item and must be accomplished prior to the government accepting beneficial occupancy of the facility or construction item.

4.8. Hazardous Waste:

• Hazardous wastes generated as part of this project must be managed in accordance with all applicable laws.

• Identify construction activities that will generate hazardous waste or debris. Provide a documented waste determination for resultant waste streams. Identify, label, handle, store, and dispose of hazardous waste or debris in accordance with federal, state, and local regulations, including 40 CFR 261, 40 CFR 262, 40 CFR 263, 40 CFR 264, 40 CFR 265, 40 CFR 266, and 40 CFR 268.

• Manage hazardous waste in accordance with the approved Hazardous Waste Management Section of the EPP. Store hazardous wastes in approved containers in accordance with 49 CFR 173 and 49 CFR 178.

• Hazardous waste generated within the confines of Government facilities is identified as being generated by the Government. Prior to removal of any hazardous waste from Government property, hazardous waste manifests must be signed by the base Environmental Manager.

• Should wastewater be generated from construction activities, the Contractor will be responsible for disposing it appropriately. Construction wastewater, regardless of its characteristics, is prohibited from being discharged into drains or water ways.

• Do not bring hazardous waste onto Government property.

• Provide the Contracting Office and BCE with a copy of waste determination documentation for any solid waste streams that have any potential to be hazardous waste or contain any chemical constituents listed in 40 CFR 372-SUBPART D.

4.9. Water Quality:

• Contractor shall not pollute storm drainage ways, streams, or reservoirs with fuels, oils, bitumen, calcium chloride, acids, construction wastes or other harmful materials.

It is the responsibility of Contractor to investigate and comply with all applicable federal, state, and municipal regulations.

• Contractor shall take particular care to prevent chemical, fuels, oils, greases, bituminous materials, waste washings, herbicides, cement, and surface drainage from entering public waters.

• In the event of a spill the Base Fire Department (9-1-1) and Environmental Office (208-422-5327) shall be notified immediately. Subsequent communication shall be accomplished to the Contracting Office representative who will notify the Contracting Officer and BCE of the mishap.

• Identify if your facility must apply for an EPA Construction General Permit. If so, the contractor is responsible for obtaining the permit, associated permit fees, and complying with the permit requirements. Upon completion of the project, the contractor will coordinate with the Environmental Manager the submittal of a Notice of Termination.

4.10. Unexpected Site Conditions:

• Contaminated Soil or Groundwater: Unless otherwise specified elsewhere in the Contract Documents, the jobsite has been inspected and is, consistent with best professional judgment, free of environmental contamination or pollution.

• However, unexpected conditions can always arise. Contractor or subcontractor personnel may encounter soil or groundwater that is suspected to be contaminated, either because of odors, colors, free liquids, or other suspicious conditions.

• Should this occur, Contractor will immediately notify the Base Civil Engineer and the Base Environmental Manager and take necessary initial measures to protect workers, the site, and other personnel.

• Contractor will be provided a copy of the Installation Environmental Commitment Statement and ensure all personnel working on the project have read and understand the Statement.

• The Base Civil Engineer and Base Environmental Manager may conduct inspections without notice at on-base work sites to ensure environmental compliance. Any items of non-compliance will be reported to the Contracting Officer (KO) for action.

• Environmental, Safety and Bioenvironmental representatives from the installation will have the opportunity to meet with the Contractor prior to commencing work, and to collaborate with the Contractor to resolve any safety/occupational health/environmental concerns.

4.11. Contactor’s Liability for Environmental Damages:

• Contractor agrees to hold harmless and indemnify the Government for any and all damages of any kind resulting from environmental violations by the Contractor, Contractor’s employees, agents or subcontractors.

• Damages include, but are not limited to, personal injury, property damage (including diminution of value), or death, environmental restoration and response costs, natural resource damages, expert witness and attorney’s fees.

• Reimbursement of any and all expenses incurred to obtain permits as a result of Contractor’s failure to identify or obtain permits shall be borne by the Contractor.

4.12. Penalties for environmental Non-Compliance:

• Contractor shall be responsible for paying any fines or penalties assessed against the

Air Force for environmental violations resulting from acts or omissions of Contractor or its employees, subcontractors, or agents.

• This obligation is in addition to any fines or penalties that may be assessed against Contractor for the same conduct.

• Contractor may either reimburse these fines or penalties through the Contracting Officer, or with the consent of the Base Civil Engineer, conveyed through the Contracting Officer, Contractor may pay such fines or penalties directly to the regulatory agency or agencies concerned.

5. SITE CONDITIONS:

5.1. Demolition And Preparation Work:

• The Contractor is responsible to protect existing facilities from damage resulting from the demolition associated with this project.

• The Contractor shall replace all damaged materials with new materials, to the satisfaction of the Contracting Office and BCE representative, at no additional cost to the Government.

• The Contractor shall bring any unforeseen project conditions to the attention of the Contracting Office and the BCE representative immediately.

• Differing site conditions, which may alter the scope of work, shall be approved by the Contracting Office prior to such work to be performed.

5.2. Weather Conditions:

• Government shall not be responsible for providing protection from the elements for contractor’s materials, personnel, or equipment.

5.3. Field Measurements:

• The Contractor shall verify all measurements at the project site and become fully acquainted with the location and project conditions before bidding the work.

6. TRAFFIC CONTROL:

6.1. The following standards shall be always observed. Careful attention and strict adherence to these precautions can prevent accidental damage and possible injury to both pedestrians and drivers. Disregard of these rules, at the very least, will be grounds for removal from the base.

6.2. Vehicles operators must be in the possession of a valid driver’s license and current vehicle registration and insurance.

6.3. Vehicle operators shall obey the speed limits set by local officials. Vehicles shall not be driven over 25mph and will not exceed 10mph when near joggers or troops.

6.4. Vehicle operators will not use a cell phone while driving. It is acceptable to pull over and park a vehicle to use a cell phone.

6.5. Vehicle operators shall ensure that all equipment carried on their vehicles is properly stowed and secured.

6.6. No privately owned firearms are allowed on base. This includes concealed carry permit holders.

6.7. The use of seatbelts is mandatory for all vehicle occupants during any vehicle operations.

7. SUPERVISION:

7.1. The Contractor shall always have a competent superintendent in charge of the work.

Anyone found incompetent shall be removed at once and replaced by someone satisfactory when requested by the Contracting Officer or the BCE representative.

7.2. The Contractor shall report ALL labor hours (including subcontract labor hours) required for performance of services provided under this contract for the Idaho National Guard via a secure data collection site. The Contractor is required to completely fill in all required data fields using the following Contract Manpower Reporting Application (CRMA) web address: https://www.ecmra.mil/

7.3. Reporting inputs will be for the labor executed during the period of performance during each Government Fiscal Year (FY), which runs October 1 through September 30.

While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year, beginning with 2017. Contractors may direct questions to the help desk at http://www.ecmra.mil/.

8. SITE SAFETY:

8.1. The Contractor shall provide and maintain work environments and procedure which will:

• Maintain OSHA compliance at the job site and while on Idaho National Guard, Gowen Field.

• Safeguard the public and government personnel, property, materials, supplies, and equipment exposed to Contractor operations and activities.

• Avoid interruptions of Government operations and delays in project completion dates.

• Control costs in the performance of this contract.

8.2. The Contractor shall ensure that any additional measures the Contracting Office or the BCE representative determines to be reasonable and necessary for the purposes of safety are applied.

8.3. Welding,…