22-1020 Repair Runway Pavement Marking - SOW (dFSRM)_v2.docx

STATEMENT OF WORK

FOR

MLWR 22-1020, REPAIR RUNWAY PAVEMENT MARKINGS

(Work Plan Task Order under IDIQ MATOC)

8TH CIVIL ENGINEER SQUADRON

KUNSAN AIR BASE, KOREA

MAR 2024

STATEMENT OF WORK

INDEX

1A-1 DESCRIPTION OF WORK

1A-2 PRINCIPAL FEATURES

1A-3 PERFORMANCE PERIOD

1A-4 SCOPE OF WORK

1A-5 DESIGN INSTRUCTION AND CRITERIA

1A-6 AS-BUILT DRAWING

1A-7 TECHINCAL DETAIL SPECIFICATION

1A-8 MINIMUM REQUIRMENT FOR WORK PLAN SUBMISSION

1A-9 LIST OF DRAWINGS

1A-10 GENERAL CONDITIONS

1A-1. Description of Work: The work under MLWR22-1020, Repair Runway Pavement Markings consists of furnishing all labor, equipment, materials, transportation, and supervision necessary to perform all the work as shown on the drawings and indicated herein.

1A-2. Principal Features: The description of the work is approximate and includes the principal features only. This general outline does not in any way limit the responsibility of the contractor from performing all work indicated herein and on the drawings.

1A-3. Period of Performance (POP): The total duration of the contract should not exceed 210 calendar Days; 24 hours operations are allowed upon receipt of NTP (Notice to Proceed).

1A-3.1. Temporary Airfield Construction Waiver (TACW): Temporary Airfield Construction Waiver (TACW) is required for this project. Any construction activity on or near the airfield shall be approved by government with TACW. The above performance period doesn’t include 60 calendar days for airfield TACW process. The contractor shall indicate the period for airfield TACW process on their progress schedule.

1A-3.2. Construction Phase: At the Pre-Construction Conference the contractor shall be issued a Notice to Proceed from the Contracting Officer and authorization to complete all administrative documentation and submittals within forty-five (45) calendar days to ensure timely execution of the contract and begin work. This includes but is not limited to:

Table 1 - Construction Required Submittals

Construction Phase 3 Required Submittals

1A-3.3. Associated Invoice/ Payment Schedule for the Phased Construction Project: MATOC T.O contractor(s) may submit partial invoice as per the given period of performance (POP) or Contract Award Amount. Partial invoice/payment schedule(s) for the phased construction project are as below.

POP for a T.O less than 180 days after NTP or T.O Award amount less than $250, 000.00 *No Partial invoice or payment is authorized.

POP for the T.O more than 180 days after NTP or T.O amount over $250,000.00 *Partial invoice or payment can be authorized as below Associated Invoice/Payment Schedule.

Table 2 - Associated Invoice/ Payment Schedule

1A-4. Scope of Work

General

1.1. Contractor shall perform actual field survey to check the actual condition of project site and notify of any discrepancies to Base Civil Engineer (BCE) thru COR before any work start on airfield.

1.2. Protect existing utilities including but not limited to electricity, communication, sewer, water, and drain lines which occur at the construction site. Contractor shall submit shop drawing for protection to BCE for review and approval.

1.3. The quantities given in SOW and conceptual drawings are for government estimate purpose only. The contractor shall be responsible to verify all the quantities with details on the construction site with SOW/drawings given and confirm actual quantities/conditions before applying for bid. If there is any left-over quantity of crack repair or mastic patching, then the location can be changed to other locations within airfield by COR’s instruction to complete it.

1.4. The contractor shall be responsible to coordinate with facility or airfield manger to move the existing aircraft ground equipment/vehicles around construction site before and after the construction. All damaged or moved government property caused by this project must be restored to original or better condition by the contractor at no cost to the Government.

1.5. The contractor shall provide, install, and maintain all necessary signs, light, flares, barricades, markers, cones and other protective materials and shall take all necessary precautions for the protection and safety of the public and/or vehicle and pedestrians under construction.

1.6. The contractor shall be a responsible to coordinate with airfield management office before and after the any airfield work and follow the guidance by them.

1.7. All the test as specified on the specifications and regulations shall be tested, evaluated, and certified by the laboratory certified by the Korea Laboratory Accreditation Scheme (KOLAS, www.knab.go.kr) unless otherwise the BCE approved.

Material Requirements

a. White (FS #37925), TT-P-1952E, Type II, Waterborne paint

b. Yellow (FS #33538), TT-P-1952E, Type II, Waterborne paint

c. Reflective Media, TT-B-1325D, Type I, Gradation A

The project locations are as follows.

a. Runway (Include shoulders)

b. Overruns (South and North)

Civil Work

Remove and dispose existing runway and overrun markings which has applied by regulations or specifications before revision. Equipment shall be mounted on rubber tires and shall be capable of removing markings from the pavement without damaging the pavement surface or joint sealant. The water blasting equipment shall be capable of producing an adjustable depth of removal of marking and pavement. Each unit shall be self-cleaning and self-contained, shall be able to confine dust and debris from the operation. The water pressure shall be specified at 17.9MPa (2,600 psi) at 60 °C (140 °F) to adequately clean the surfaces. Remove 90% of existing paint thickness to protect concrete slab surfaces. All the concrete laitance shall be removed around the new marking place before applying the new paint markings. No other removal method will be allowed.

Install new joint sealant at the AC shoulder/PCC slab interface on runway/overruns. (Approx. 4,400m)

a. Remove vegetation from the joint.

b. Route at the joint on the asphalt shoulder portion to apply joint sealant at the AC and PCC interfaces. The minimum 12mm of width/depth for reservoir shall be required.

c. Clean reservoir using high compressed air to blow out all loose material and any debris from the reservoir prior to sealing operations.

d. Clean reservoir using Hot Compressed Air (HCA) heat lance the reservoir to be free of moisture/debris and to heat asphalt binder before applying joint sealant.

e. Apply joint sealant (ASTM D6690, Type III). The joint sealant shall be extended 3mm at least beyond the routing width to the asphalt shoulder.

f. This does not include the following areas.

1) Slabs replaced on the edge of the runway where AC patches and sealant have already been installed at the AC/PCC joint.

2) Interface to the aircraft arresting vertical structure.

Seal/fill cracks (more than 6mm width) on the asphalt runway shoulders and asphalt overruns. (Approx. 7,780m)

a. Remove vegetation from the cracks.

b. Route cracks to apply joint sealant except for the alligator or fatigue cracking area. No routing is required on the alligator or fatigue cracking area. Ensure the vertical faces of the reservoir or cracks are widened a minimum of 3 mm on each side of it to achieve the desired width of at least 9mm.

c. Clean reservoir or cracks using high compressed air to blow out all loose materials and any debris from the reservoir prior to sealing operations.

d. Clean reservoir or cracks using Hot Compressed Air (HCA) heat lance to be free of moisture/debris in the reservoir and to heat asphalt binder before applying joint sealant.

e. Apply joint sealant (ASTM D6690, Type III) before applying the shoulder/overrun markings on the asphalt pavement. The joint sealant shall be extended at least 3mm wider than routing boundary. Any spot where is popped out during the cleaning the reservoir shall be filled with the sand emulsion mixture (80% of sand and 20% of joint sealant).

Mastic patching for alligator or fatigue cracking or weak portion near joint. (Approx. 1,550m2)

a. Clean cracks using high compressed air to blow out all loose materials and any debris from the cracks prior to mastic patching.

b. Apply mastic patching at least 100mm wider than crack boundary.

Repair damaged joint sealant for the new marking locations and spalls popped out for Portland Cement Concrete (PCC) during the cleaning or removal work.

Apply pavement markings on runway and overruns in accordance with the recent version of regulations and specified herein with self – propelled or mobile – drawn pneumatic spraying machine. The vacuuming and high compressed air to clean the surface shall be required before applying marking work.

Clean and dispose all the construction debris on runway/overruns.

1A-5. DESIGN INSTRUCTION AND CRITERIA

1. General

1.1 The contractor shall provide a design for the subject project in accordance with the most recent version of following design criteria. Any conflict or discrepancy between the regulations/guidance/standards or not specified details, the stricter one shall be applied unless otherwise the BCE approved.

a. Air Force Instruction (AFI) – HYPERLINK "https://www.wbdg.org"https://www.wbdg.org

· AFI 32-1042 Standard for Marking Airfields

b. Engineering Technical Letter (ETL) – HYPERLINK "https://www.wbdg.org"https://www.wbdg.org

· ETL 04-2 Standard Airfield Pavement Marking Schemes

c. Federal Aviation Administration (FAA) – https://www.faa.gov

· FAA AC 150/5340-1M Standards for Airport Markings

d. DoD Unified Facility Criteria (UFC) – https://www.wbdg.org

· UFC 3-250-03 Standard Practice for Flexible Pavements

· UFC 3-250-08F Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements

· UFC 3-260-04 Airfield and Heliport Marking

· UFC 3-270-01 Asphalt and Concrete Pavement Maintenance and Repair

e. DoD Unified Facilities Guide Specifications (UFGS) – https://www.wbdg.org

· UFGS 32 01 19 Field Molded Sealants for Sealing Joints in Rigid Pavements

· UFGS 32 01 19.61 Sealing of Joints in Rigid Pavement

· UFGS 32 17 23 Pavement Markings

1.2 Site Survey

The contractor shall perform a site survey prior to design start and is responsible for obtaining all necessary information and performing all calculations, measurements, and any other data pertinent to design and construction of this project. The contractor shall review all available record drawings for the existing conditions to determine where there are potential interferences and conflicts between the new and existing conditions. The record drawings are not intended to be comprehensive or necessarily depict existing conditions. Therefore, the contractor shall perform a complete field survey to gather information for contractor’s design, and field verify any potential problems, and report and make recommendation during contractor’s design stage.

1.3 Preliminary Design

The Government provides the 30% of conceptual design drawings. The contractor shall complete the design in accordance with scope of work, conceptual design drawings, design instruction and criteria, technical detailed specifications for the project prior to starting construction work. All the design drawings shall be both an AutoCAD format and a hard copy of ISO A3 size for BCE’s review. The schedule for the design submission is as follows.

a) 30% (Conceptual Design) – Provide on Request for Proposal (RFP).

b) 90% (Preliminary Final Design) – Proposal for Bid (All required lines & markings shall be indicated) & 5 working days after NTP.

c) 95% (Back Check) – 20 working days after NTP.

d) 100% (Contract Design) – 30 working days after NTP.

1.4 The contractor shall provide the civil engineering design service by a qualified civil engineer who is a licensed civil engineer in the United States or ROK. A licensed civil engineer shall be an individual who earned the license from their state’s licensure board in the United States or who earned the license from the Human Resources Development Service of Korea. The qualified civil engineer shall be a responsible to attend a pre-design meeting and design review meetings. Also, the qualified civil engineer shall correspond to the design review comments from design reviewers and revise the design in accordance with the design review comments, Air Force Instruction (AFI), Federal Aviation Administration (FAA), Engineering Technical Letters (ETL), DoD Unified Facility Criteria (UFC), Unified Facilities Guide Specifications (UFGS), and any applicable marking regulations.

1.5 Design Submittal

The contractor shall prepare the 100% design documents in accordance with this design instruction and submit the following design documents. Computer Aided Design (CAD) are required for the drawings. Design documents shall be prepared in Metric units.

a. Design Analysis The following design analysis shall be prepared in accordance with the UFC 3-260-04 Airfield and Heliport Markings basically. Describe the design approach and design decisions throughout the design process and provide a written narrative accurately addressing the airfield pavement marking design. Provide all calculations, paragraph, figure, and tables on regulations used in determining factors. All the reference used shall be attached on DA documents.

1) Calculation of Crack Repair Length/Area To verify crack repair length/area based on the type/width.

b. Project Specification This project design will use the “Standard Technical Specifications for OMA Projects, Korea”, dated 24 January 2014, issued by the Department of the Army, Installation Management Agency, Korea Region Office. When a specification is required that is not covered by the above-mentioned specification, the designer shall prepare the specification section based on Unified Facilities Guide Specification (UFGS). The required UFGS can be downloaded at Whole Building Design Guide Webpage (https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs).

c. Project Drawings

1) Design drawings Design drawings will be prepared using AutoCAD version 2020 or can be edited on AutoCAD Version 2020.

2) Any kind of Any kind of site plans in AutoCAD file format shall be geospatially referenced. As-built drawings shall be prepared based on field survey with GPS survey equipment.

3) The design drawing format shall meet the below listed CAD standard. The CAD standards can be downloaded at https://www.wbdg.org/ffc/army-coe/technical-reports-tr

· ERDC/ITL TR ERDC/ITL TR-12-1 A/E/C Graphics Standard, Release 2.0

· ERDC/ITL TR-12-6 A/E/C CAD Standard, Release 6.0

2. Detailed Design Instruction and Criteria

2.1. All the applicable pavement markings shall be applied in accordance with the regulations and specifications specified herein unless otherwise BCE approved.

2.2. The general turning radius for the curve on general intersection or curve shall be greater than minimum turning radius unless otherwise BCE approved.

2.3. Joint sealant shall be completed with backer rod in accordance with recent version of regulations. The backer rod that is at least 3mm wider than nominal width of joint.

2.4. Spall repair material for PCC pavement shall be a certified rapid setting repair material which has approved by ERDC unless otherwise the BCE approved.

2.5. The mastic patching material (Binder and aggregate mixture) shall be in accordance with the UFC 3-270-01 and following factors.

a. Skid Resistance: 50% Min. (KS F 2375) – Binder & aggregates

b. Viscosity (150°C): 1,000 cPs. Max. (KS F 2392) - Binder

c. Elastic Recovery Rate (25°C): 75% Min. (ASTM D 6084) - Binder

d. Ductility (5°C): 50cm Min. (KS M 2254) - Binder

2.6. All the pavement stripping shall be applied as follows.

a. Runway Center Line

b. Runway Edge Stripes

c. Runway Threshold Line (Start/end of Runway)

d. Runway Threshold Bars

e. Runway Numeric Azimuth Designation Markings

f. Runway Touch Down Zone Markings

g. Runway Fixed Distance (Aiming Point) Markings

h. Runway Shoulder Markings

i. Overrun Chevrons

j. Taxiway Center Line on Runway

k. Direction Markings to Taxiway on Runway

1A-6. AS-BUILT DRAWING

1. The as-built drawings shall be in accordance with the specifications herein and be an AutoCAD format version 2020 with geo-referenced data.

2. Among the AutoCAD drawings, site plan drawings shall be geospatially referenced. The contractor shall coordinate with Kunsan GeoBase Integration Office for calibration of contractor’s GPS equipment through COR.

3. All the layers shall be separated in the layer properties based on the type of lines.

4. All the lines on the new site plan shall be a correct wide line as specified herein.

5. The as-Built drawings in AutoCAD format shall be submitted 10 working days in advance before the pre-final inspection for BCE’s review.

1A-7. TECHINCAL DETAIL SPECIFICATION

The project shall comply with the "Standard Technical Specifications for OMA Projects, Korea", dated 24 January 2014, issued by the Department of the Army, Installation Management Agency, Korea Region Office and it can be downloaded from the website http://www.usfk.mil/Resources/Contracting-with-USFK.aspx.

Applicable specification divisions that apply to this project are listed as below.

TABLE OF CONTENTS

1A-8. MINIMUM REQUIRMENT FOR WORK PLAN SUBMISSION

The contractor or proposal offeror shall submit the design documents with offeror’s proposal to compete for this work plan task order. The design documents shall supplement the scope of work, detailed specifications, and reference drawings which are provided by government in this task order.

1. The preliminary final design drawing shall be submitted for technical evaluation with the proposal including conceptual drawings at least (1A-9).

1A-9. LIST OF DRAWINGS (Conceptual Drawings) The work shall conform to the following contract drawings and standard detail drawings (dated Oct 2014, issued by the Department of the Army, Installations Management Agency, Korea Region Office and located on the 411th CSB Web Page to Fedbizops (https://www.fbo.gov/) all of which form a part of the specifications.

ITEM NO TITLE SHT NO

1A-10. GENERAL CONDITIONS

1. SPECIFICATIONS: The project shall comply with the Standard Technical Specifications for O&MA (Operation & Maintenance Army) Projects, Korea dated Jan 2014 and it is available on the 411th CSB Web Page, https://www.usfk.mil/Resources/ContractingwithUSFK.aspx.

2. ALERTS: During military alerts or special operations, anticipated not to exceed forty (40) working days per year of contract duration, the contractor may be denied access to the base or the work areas. When the contractor is prohibited from access to the base or worksite for one (1) day or less per month, no adjustment in the contract time will be made. When the contractor is prohibited access for more than one (1) day per month, an adjustment to the contractor’s schedule will be made by the Contracting Officer (KO).

3. DAILY REPORTING: The contractor Project Manager shall be responsible to report to the COR or Government project inspector at 0800 during normal work days, or at 1700 during night shifts. The contractor project manager shall provide the COR or Government project inspector with a daily report detailing the work which is being accomplished at the worksite. Failure on the project manager’s part to report to the COR or Government project inspector will result in a letter being forwarded to the KO recommending appropriate action by the KO for the contractor’s lack of coordinating the daily work report.

4. NOTIFICATION OF INSPECTIONS: Prior to starting work at the work site, the contractor shall inform the COR of the actual date that the contractor intends to start work. The contractor shall also give the COR or project inspector no less than a two (2) work day notice prior to each concrete placement, asphalt placement field test, protective coating, or any other work deemed necessary by the COR or project inspector. The contractor shall also give at least a seven (7) work day written notification of the pre-final and final inspections to the COR. The Construction Management Element of the 8th Civil Engineering Squadron is located in building #705, Kunsan Air Base, Korea; base phone extension is 782-6197 or commercial (063) 470-6197.

5. CLOSE-OUT/TURNOVER MATERIALS: The contractor shall be responsible for providing the following materials as part of final turnover to the U.S. Government: AS-built drawings shall be submitted to COR for review and acceptance in electronic format utilizing AutoCAD 2006 or higher and submitted on CD/DVD format (3 copies). Operations and Maintenance (O&M) training shall be provided to U.S. Government personnel on new mechanical systems NLT (7) work days counting weekends, prior to final acceptance. O&M Manuals shall be submitted in both electronic and hard copy format (3 copies each) (7) work days prior to final acceptance. Turnover of all new facility keys and salvageable material (if any) shall be submitted to COR or project inspector. Contractor shall prepare DD form 1354 (Transfer and Acceptance of DOD Real Property) with type and quantity of construction material installed. When all materials have been turned over, the COR or project inspector will notify the KO so that the final payment may be released. Up to fifteen (15%) percent of the total contract amount may be withheld pending complete turnover of material stated in this paragraph."

6. AIR FORCE MATERIALS: All salvageable materials removed from the worksite shall remain the property of the U.S. Government. All other such materials shall be disposed of by the contractor IAW AF regulations, upon coordination with the COR or project inspector. Applicable AF regulations include AFI 32-7001 (Environmental Management), AFPAM 32-7043 (Hazardous Waste Management Guide), AFI 32-1052 (Facility Asbestos Management), AFI 32-7042 (Waste Management), UFC 4-451-10N (Hazardous Waste Storage, and UFC 1-900-01 (Methods for the Reduction, Reuse, and Recycling of Demolition Waste) and their source reference documents. Unclear or conflicting information between these documents can be clarified via RFI from the contractor to 8 CES/CENMC.

7. CONTRACTOR’S EQUIPMENT: All contractor equipment used in the performance of this contract shall be subject to a functional and safety inspection(s) at any time by the COR or project inspector IAW U.S. Air Force Safety Regulations and EM 385-1-1, U.S. Army Corps of Engineers Safety and Health Requirements Manual. Any equipment found not to be functional or safe shall be immediately repaired, replaced, or removed from the worksite by the contractor. Additionally, the contractor will provide the COR or construction inspector a listing of all equipment to be used on site prior to the start of work, NLT (10) days after Phase 1 NTP. Applicable U.S. Air Force Safety Regulations include UFC 3-560-01 (Electrical Safety, O&M; with Change 4), AFI 32-1064 (Electrical Safe Practices), AFI 91-302 (Air Force Occupational and Environmental Safety, Fire Protection, and Health Standards) and AFPAM 91-210 (Contract Safety... although this is more for our use in setting up contracts than for the contractor in executing them) and their source reference documents. Unclear or conflicting information between these documents can be clarified via RFI from the contractor to 8 CES/CEPMC.

8. MATERIAL COMPLIANCE: The contractor shall be responsible to ensure that all materials used in the performances of the contract meet the specifications and requirements of this contract. Material(s) not meeting the specifications or not approved on AF Form 3000, Material Approval Submittal (or shall not be transported to the worksite. The COR or Base Civil Engineering Officer will be the approving authority for all materials used in the performance of this contract. All material(s) shall be new and the standard product of a manufacturer who is regularly engaged in the manufacturing of such products. Any materials used in the performance of this contract not approved on an AF Form 3000 shall be removed and replaced, at the expense of the contractor, and not the U.S. Government unless the government determines that the item does meet the specifications in the contract.

9. CONTRACTOR’S TEMPORARY FACILITES: Erection of any facility by the contractor shall be coordinated with the COR or project inspector. An approved U.S. Government Real Estate Permit from the Base Civil Engineer (BCE) shall be in the contractor’s possession before erection of any facility. Any contractor erected facility shall be removed and the area cleaned within seven (7) calendar days in normal installation access areas and (5) duty days in installation restricted areas after completion of the contract requirements and prior to final invoice payment.

10. Air Force (AF) FORM 103, BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST:

Prior to starting any work, The contractor shall be responsible to have a valid AF Form 103, Base Civil Engineering Work Clearance Request (dig permit) in his possession. No work shall be performed under this contract without a valid AF Form 103 in the contract’s possession. Request for a Base Civil Engineering Work Clearance Request shall be submitted to the COR or Base Civil Engineering Officer a minimum of ten (10) calendar days prior to starting any work under the terms of this contract.

11. SAFETY: AFM 91-203 shall be complied with as applicable. The contractor shall also comply with applicable sections of EM 385-1-1, U.S. Army Corps of Engineers Safety and Health Requirements Manual.

12. FIRE PROTECTION: The contractor shall comply with the provisions of the Base Fire Protection program, 607 AOGI (Air Operations Group Instruction) 32-2001. The contractor shall provide suitable fire extinguishers at any material storage area constructed by the contractor as well as at the work site(s). The contractor shall ensure that all contractor employees understand that there will be no smoking inside or within 50 feet of any U.S. Government facility, at any time, during performance of work under this contract. The COR or project inspector will identify to the contractor the designated smoking area(s) for the contractor’s employees prior to starting any work. The contractor shall ensure that all contractor employees are aware of the designated smoking area(s) and shall ensure that all contractor employees use the designated smoking area. Any contractor employee found smoking in any U.S. Government facility, at any time, will be removed from the work site by the COR or project inspector. The COR or project inspector will notify the KO of the removal of any contractor employee for violation of the “no smoking” policy.

13. BURNING/WELDING OPERATIONS: The contractor shall be responsible to obtain a burning/ welding permit prior to any burning or welding operation. The contractor shall notify the COR or project inspector not less than five (5) work days prior to such operations and shall return the permit to the U.S. Government inspector at the completion of the permit period. Contractor shall provide fire watch during all open flame/ welding work.

14. VERIFICATION OF ACTUALITIES: (FAR Clause 52.236-2 Site Visit)

15. HOUSEKEEPING: (FAR Clause 52.236-12 Cleaning Up / 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities and Improvement & 52.236-13 Accident Prevention)

16. BASE ACCESS: The contractor shall be required to obtain base access to Kunsan Air Base to perform the requirements of this contract. The contractor shall submit a base access request letter no later than 30 days after contract award or a notice proceed (NTP). It shall be the responsibility of the contractor to prepare the necessary base access paperwork IAW USFK regulation 190-7, Installation Access Control, and submit it to the COR or project inspector. USFK regulation 190-7 is available on open source internet:

https://8tharmy.korea.army.mil/g1/assets/regulations/usfk/USFK-Reg-190-7-Installation-Access-Control-2020-v2.pdf

16.1. DEFENSE BIOMETRIC IDENTIFICATION SYSTEM (DBIDS): Contracts with a period/project performance greater than 30 days will require members be submitted through DBIDS. Approved credentials are a valid for one and require annual re-validation beyond the base year of the contract. Applications (USFK Form 82E), must be submitted to the COR for processing through the approving authority. Contractor personnel pending background check completion, and application approval may request approval for placement on an Entry Authority List (EAL) pending the outcome of their application. The EAL is only permitted for 30 days no extensions shall be permitted nor shall escort privileges be permitted while applicants are pending.

16.2. ENTRY AUTHORITY LIST (EAL): Only service or construction projects with a period of project performance less than 30 days will be permitted to utilize the Entry Authority List (EAL) process for base access.

16.3. ESCORTS: Personnel of the Contractor or any representative of the contractor entering Kunsan AB shall abide by all security regulations imposed by Installation Commander at all times and shall be subject to security checks. Contractor personnel and property shall be subject to search and seizure upon entering the confines of the installation, while on, and upon leaving the confines of Kunsan AB.

16.4. ESCORT APPROVAL: The Contractor shall be responsible to obtain escorting privileges for base access. The contractor shall submit a detailed justification outlining why key personnel require escort privileges to the COR. The justification should include at a minimum:

1. The daily hours of operation required to escort personnel.

2. The service/project work components personnel are completing in the AF 3064 or section of the performance work statement/statement of work.

3. A statement as to how escorted personnel will be monitored.

The COR shall submit the justification to the Contracting Officer for review and approval prior to submitting to the approval authority. Only Key Personnel designated on the contract shall be permitted to obtain escort privileges.

For service or construction projects this includes but not limited to:

1. Contract Manager (CM)/Site Lead (SL),

2. Quality Control (QC) Manager

3. Safety Manager(SM)

Contractors approved for escort privileges shall be limited to three (3) persons and one (1) vehicle pass per base credential. It is the Contractor’s responsibility to ensure that the escorting official has full control over all escorted individuals at all times. Any individual found on the installation unescorted will be removed from the installation and the escort official’s escorting privileges will be immediately withdrawn. Any individual removed from these installations will not be authorized further access to the installation.

16.5. TRAINING EVENTS/ PANDEMIC COMMUNITY SPREAD: During military training events, pandemic community spread protocols or special operations, the contractor may be denied access to the base or the work areas. The COR or Contracting Officer will notify the contractor of said events.

16.6. RETURN DBIDS CREDENTIALS: Upon contract completion date, the contractor shall turn in all passes that were issued for this contract to the COR. Final payment will not be processed until such items are returned.

16.7. VEHICLE REGISTRATION: All Contractor vehicles used in the performance of work under this contract shall be registered on the installation. Contractor personnel operating a vehicle on this installation shall be aware of current driving policies and abide by these policies. Any Contractor committing traffic violations may result in the termination of further driving privileges on the installation.

17. REPAIR WORK: It shall be the contractor’s responsibility to repair all areas of patch work to match existing areas. This work shall include all areas inside of the facility as well as any other areas that the contractor may have damaged during the performance of work under the terms of this contract.

18. CONTRACTOR’S RESPONSIBILITIES: It shall be the responsibility of the contractor to have full control of all contractor personnel during the performance of work under the terms of the contract. The contractor shall be responsible to ensure that no contractor personnel receive any instructions for addition/deletion of work from any Government personnel including the COR or project inspector. Any instructions for additional work shall only be issued by the KO. The contractor shall be responsible for any cost incurred for any additional work, which is not identified in the contract documents to include the specifications or on the contract drawings. The contractor shall be responsible to inform the COR or project inspector of any request form any Government personnel for additional work. The contractor shall provide the COR or project inspector with name and office of the individual requesting the additional work and the type of additional work being requested. The COR or project inspector will take the necessary actions to inform the KO to prevent such situation.

19. PROGRESS SCHEDULE: The contractor shall prepare and submit the progress schedule as specified in the Standard Technical Specifications for O&MA Projects, Korea.

20. DRAWING SUBMITTALS: All drawings shall be submitted prior to the start of any work. Any additional drawings (As-built, field changes, etc.) shall be submitted to the COR or project inspector no later than ten (10) calendar days prior to contract completion for delivery orders with period of performances (PoP) less than 180 days and (60) days prior to contract completion delivery orders with PoP’s greater than 180 days. If submittal cannot be submitted within the timeframe the contractor must notify the COR or project inspector in writing why he/she cannot meet the requirement.

21. UTILITY OUTAGES/ROAD CLOSURES: It shall be the responsibility of the contractor to request, in writing, to the COR or project inspector, a minimum of thirty (30) calendar days in advance for any water outage, electrical outage, or road closure. The contractor shall provide a requested date and estimated time for the water outage, electrical outage, or road closure. The COR or project inspector will be responsible for determining the impact of the water outage, electrical outage, or road closure. The COR or project inspector will also be responsible for the processing of the contractor’s request for a water outage, electrical outage, or road closure. The contractor shall have written approval from the COR or project inspector before any water outage, electrical outage, or road closure.

22. OZONE DEPLETING SUBSTANCES: No Class I ODS shall be used in the performance of this contract, nor be provided as a part of the equipment. This prohibition shall prevail over any other provision, specification, drawings or referenced documents. The contractor shall comply with USFK regulation 201-1, Environmental Governing Standards and Korean Environmental Laws when there are any demolition or remove required of Class I and II ODS contained equipment. It is prohibited by Korean Environmental Laws for intentionally released of any refrigerants to atmosphere.

23. SUBMITTAL REQUIRMENTS:

23.1. The contractor shall be responsible to process these Safety Data Sheets (SDS) on an AF Form 3000, Material Approval Submittal. The AF Form 3000 shall be submitted to the COR or Base Civil Engineering Officer as described in table 1. The contractor shall submit four (4) copies of the AF Form 3000 with carbon paper. The contractor shall submit the AF Form 3000 to the COR or Base Civil Engineering Officer for review prior to submitting the AF Form 3000 with carbon paper. It will be the responsibility of the COR or project inspector to verify the AF Form 3000 to ensure that all hazardous materials are submitted in the proper format.

23.2. It shall be the responsibility of the contractor to list each type of hazardous material on the AF Form 3000. The contractor shall also be responsible to list the quantity, unit of measure (i.e.: each, liter, gallon, etc.), and size of container(s). It will be the responsibility of the COR or project inspector to verify these quantities and containers prior to initialing off on the AF Form 3000.

23.3. After verification of all hazardous materials by the COR or project inspector and the contractor, the COR or project inspector will then be responsible to process this AF Form 3000. After receiving approval for all hazardous materials, it will be the responsibility of the COR or project inspector to provide the KO and contractor with a copy of the signed AF Form 3000 for the official files.

23.4 After receiving approval of all hazardous materials required under the terms and conditions of this contract, the contractor shall be responsible to process these Safety Data Sheets (SDS) through the HazMat Pharmacy located in building #823, military telephone DSN 782-5418, commercial telephone (063) 470-5418. The contractor shall submit completed AF form 3952 and SDS for each hazardous material to Environmental office building #702, military telephone DSN 782-6239, commercial telephone (063) 470-6239 for authorization to use. The contractor shall be responsible to post an approved copy of the AF Form 3000 at the worksite storage area as well as keep a signed copy by AF Form 3000 in the contractor’s field office.

23.5. It shall be the responsibility of the contractor to provide the COR with a new AF Form 3000 for any additional hazardous materials brought onto Kunsan Air Base throughout the term of the contract. This shall include any new materials as well as any additional quantities over and above the originally quantities.

23.5.1. HAZARDOUS MATERIALS STORAGE: The contractor shall be responsible to store all hazardous materials in an approved storage container or storage area. This storage container may be either a metal or wood locker which is capable of being secured when not in use as well as at the end of each workday. The contractor shall obtain written approval of Hazmat storage from Base Fire Department building #2815, military telephone DSN 782-4471, commercial telephone (063) 470-4471 when any hazmat be stored on base. The contractor shall be responsible to provide an approved storage location for large quantities of hazardous materials which can also be secured when not in use as well as at the end of each workday. The contractor shall be responsible to keep an approved AF Form 3000 on the inside of the door to the storage container and also keep a copy of the approved AF Form 3000 posted at the storage area

23.5.2. DISPOSAL REQUIREMENTS FOR HAZARDOUS MATERIALS: It shall be the responsibility of the contractor to remove and dispose of any remaining hazardous materials upon completion of the contract to include the removal of hazardous materials from the worksite as well as the contractor’s field office area. The contractor shall be responsible to dispose of these remaining hazardous materials, off the installation, at the contractor’s own expense, in strict accordance with existing Korean Environmental Laws and Regulations. The contractor shall be responsible to notify the COR or project inspector prior to disposing of any hazardous materials off the installation to ensure that all hazardous materials are properly handled and disposed of correctly.

23.5.3. HAZARDOUS MATERIAL SPILLS: In the event that the contractor accidentally spills any hazardous materials at the worksite, it shall be the responsibility of the contractor to immediately notify 8 CES/CEIE, Environmental section located in Building #702, military telephone DSN 782-6239/6240, commercial telephone (063) 470-6239/6240. The contractor shall be responsible to identify the location of the spilled material, the quantity of spilled material, and the type of spilled material. The contractor shall also be responsible to notify the COR or project inspector. The contractor shall not under any conditions, remove and dispose of any spilled hazardous material(s) without prior approval of 8 CES/CEIE.

24. DISPOSAL REQUIRMENTS: The contractor shall be responsible to designate, in writing, to the COR or project inspector the exact location(s) for the disposal of the steel revetment, soil, and concrete. The contractor shall also be responsible to provide the COR or project inspector with a copy of the license for the disposal location(s) issued by the Korean Government. The contractor shall be responsible to accompany the COR or project inspector on a site visit of the disposal location(s) prior to the removal and disposal of any steel revetment, soil, or concrete. The COR or project inspector will be responsible to complete a DD Form 1901, Plant Visit Request/Report for each of the disposal locations. The COR or project inspector will be responsible to provide the KO with a copy of the DD Form 1901 identifying any discrepancies which may not conform to the contract requirements. It will be the responsibility of the KO to review this DD Form 1901 and to determine any corrective actions that the contractor shall be responsible to comply with. The contractor shall also be responsible to notify the COR immediately in the event that the disposal location(s) are no longer licensed or capable of disposing of the steel revetment, soil, or concrete in accordance with AFMAN 32-7002 (Environmental Compliance and Pollution Prevention).

25. CONTRACTOR PERSONNEL: At all times during performance of this contract and until the work is completed and accepted, the Contractor shall directly superintend the work or assign and have on the worksite a competent superintendent who is satisfactory to the Contracting Officer and has authority to act for the Contractor.

26. BIOENVIRONMENTAL’ S REQUIREMENT (8FWI 48-148): Contracting Officer’s Representative (COR) needs to obtain preapproval from IRSO at least 30 days in advance as described in attachment 2, when a contractor performing operations may require the use of RAM/RPD/Laser. Contracting Support Brigade will not award a contract using RAM/RPD/Laser until BE has approved the contract IAW AFI 40-201, paragraph 2.20.2 and AFI 48-139, paragraph 2.21.3.

27. ENVIRONMENTAL MANAGEMENT SYSTEM

27.1. Contractor shall ensure all workers are familiar with the goals of the Kunsan AB Environmental Management System (EMS) as stated in the installation’s Environmental Policy Statement and have an awareness of EMS.

27.2 The Environmental Policy Statement commits the installation 1) to compliance with the requirements of USFK regulation 201-1, Korea Environmental Governing Standards (KEGS) and other applicable legal and policy requirements, 2) for continued environmental improvement and pollution prevention, 3) to reduce risk from environmental impacts of base activities, and 4) understanding that everyone on the installation is responsible for complying with the environmental regulations.

27.3 The Contractor's work under this contract shall conform with all operational controls identified in Kunsan AB EMS and provide monitoring and measurement information necessary for the Government to address environmental performance relative to the goals of the EMS.

27.4 Where environmental training is required for contractor employees to complete contract tasks, the Contractor shall provide proof of completion of training to the contracting officer when requested.

27.5 AIR EMISSIONS

27.5.1 DUST CONTROL: The Contractor shall take appropriate measures to minimize the generation of dust as a result of their works, operations and activities IAW KEGS Section 2-3.l during and after construction until the site is reclaimed. These measures shall include regular and effective treatment of gravel roads and working areas, use of dust extractors on drilling equipment, wet drilling equipment and operation, water sprays on aggregate crushing and screening operation etc. Dump trucks to be used in the transportation of materials are to be fitted with tarpaulins to prevent dust or other material spilling during transportation.

27.5.2 OZONE DEPLETING SUBSTANCE (ODS) CONTROL: The Contractor is prohibited from installing any new equipment using Class I & II ODS. The contractor shall not intentionally release any Class I or Class II ODS refrigerant in the course of maintaining, servicing, repairing, or disposing of appliances, industrial process refrigeration units, air conditioning units, or motor vehicle air conditioners.

27.5.3 Contractor shall collect refrigerant from all potential sources, including, but not limited to, air conditioners, refrigerators, freezers, and chillers, found remaining in the work areas prior to commencing removal or demolition. If collection is not possible, all equipment containing chemical refrigerants will be appropriately moved and placed into segregated storage areas for either re-use or recycling.

27.5.4 VOLATILE ORGANIC COMPOUND CONTROL: The contractor shall use low concentration Volatile Organic Compound (VOC) materials where possible to reduce/minimize VOC emissions and maintain fossil fuel burning equipment to reduce nitrogen oxides emissions in an effort to not increase ambient ozone levels.

27.6. STORMWATER POLLUTION PREVENTION MEASURES

27.6.1 The Contractor will ensure all workers are familiar with the applicable Storm water Pollution Prevention Best Management Practices in KEGS Section 4-3.g.(1) and Table 4-8. Hazardous materials must be stored indoors, in non-rusty drums or under a man-made cover sufficient to provide protection from sun, wind, and precipitation events and painting clean-up materials (thinners, rinses) must be captured. Oil leaks or spills from all equipment and vehicles must be captured using drip pans. Spill response pads and booms must be available where hazardous materials, including fuel, are stored, used and transferred. Sediment, trash, litter, wash water and any solid objects must be kept out of the storm water sewers. Contractors will implement Air Force Civil Engineer Support Agency (AFCESA) ETL 03-1, Storm Water Construction Standards, specifically Sections 7, 8, 9 & 10, excluding CONUS requirements in 8.5, 8.5.1, 8.5.2.

27.6.2. EROSION AND SEDIMENT CONTROL

27.6.3 Contractor is required to submit an erosion control plan to 8 CES/CEIE for approval prior to any site work. The erosion control plan is required to implement erosion control IAW the KEGS, the Kunsan AB Storm Water Pollution Prevention Plan and the Kunsan AB Integrated Natural Resources Management Plan, including site stabilization in accordance with KEGS Section 13-3, j. Key elements to address are the control of dust, prevention of sediment leaving the site and on roads, vegetation cover and slope stabilization. Some examples of control methods include silt fences, terraces, interceptor channels, sediment traps, inlet and outfall protection, diversion channels and sedimentation basins. Any temporary measures shall be removed after the area has been stabilized. 8 CES/CEIE will inspect construction sites to ensure the approved erosion control measures are implemented, adequate and effective.

27.6.4 HAZARDOUS MATERIALS

The Contractor using Hazardous Materials (HAZMAT) on base must comply with the authorization procedures IAW AFMAN 32-7002, Environmental Compliance and Pollution Prevention.

Prior to commencement of the project, the Contractor shall submit the information and AF Form 3952, Chemical Hazardous Material Request Authorization (including Safety Data Sheets, formally known as material safety data sheets, written in English and Hangul) to obtain HAZMAT usage approval from the CE Environmental Office.

The Contractor shall submit a current monthly quantitative and qualitative inventory of all HAZMAT brought onto the installation to Environmental Office beginning within 5 days after the first HAZMAT are delivered.