Attachment 1 - SOW Repair Pavements Taxiways.pdf

ILLINOIS AIR NATIO NAL GU ARD

182d AIRLIFT WING

STATEMENT OF WORK

DATE: 22 April 2025

PROJECT LOCATION:

PROJECT TITLE: Repair Pavements - Taxiways

WORK ORDER NUMBER: JLQN060316

1.0 SCOPE:

1.1 Work of this contract comprises of providing all materials, tools, equipment and labor necessary to:

a. Replace and relocate 4ea fire hydrants surrounding the existing parking apron.

b. Install 25' Asphalt Cement Concrete (ACC) paved shoulders to Taxiway A5, east, north and remaining portions of the west side of existing apron

c. Repair and re-seal existing ACC paved shoulders on Taxiway M and shoulder between north loop road and apron. The ACC pavements have medium severity cracks and block cracking that will require crack sealing. There is also medium-severity weathering that should be repaired with an asphalt surface treatment (sealcoat). There are deteriorated patches and alligator cracking of medium severity that will require repair with full depth patches. High severity longitudinal and transverse cracks shall also be repaired with full depth patches.

d. Repair existing Portland Cement Concrete (PCC) apron and taxiways. The PCC pavements contain medium severity patches, as well as high and medium severity spalls that will require partial depth patches and medium severity durability cracking that should be repaired with full depth patches. There are also medium-severity corner breaks, linear cracks and shattered slabs that can be repaired by crack sealing. Additionally, there are numerous low severity spalls that can be repaired using localized joint sealant. Lastly, on the PCC pavement are medium and high severity joint seal damage which will require complete joint seal replacement.

e. Installation and repairs are to be conducted In Accordance With (IAW) the following United Facility Code (UFC) references:

i. UFC 3-250-03: Standard Practice Manual for Flexible Pavements, 30 May 2018

ii. UFC 3-250-04: Standard Practice for Concrete Pavements, 16 January 2004

iii. UFC 3-250-08FA: Standard Practice for Sealing Joints and Cracks in Rigid and

Flexible Pavements,16 January 2004.

iv. UFC 3-250-09FA: Aggregate Surfaced Roads and Airfields Areas, 16 January

2004.

182d Airlift Wing, Illinois Air National Guard 2416 S. Falcon Blvd Peoria, IL 61607-5023

1.2

v. UFC 3-260-01: Airfield And Heliport Planning and Design with Change 1, 5 May 2020.

vi. UFC 3-260-02: Pavement Design for Airfields, 30 June 2001.

16 January 2004.

vii. UFC 3-260-03: Airfield Pavement Evaluation, 15 April 2001.

16 January 2004.

vii. UFC 3-260-04: Airfield and Heliport Marking, 16 May 2018.

16 January 2004.

viii. UFC 3-270-01: O&M Manual: Asphalt and Concrete Pavement Maintenance and Repair, 21 February 2018

ix. UFC 3-270-08: Pavement Maintenance Management, 16 January 2004.

x. Standard Specifications for Road and Bridge Construction 2012 (SSRBC)

xi. UFGS-32 01 17.61 Sealing Cracks in Asphalt Paving 05/22

f. All work will be performed in restricted areas that will require 100% accountability of all tools and personnel. In addition, all movement on the flight line and surrounding areas will need to be coordinated the 182AW airfield management personnel and the FAA having jurisdiction over the General Wayne A. Downing Peoria International Airport.

Contractor shall repaint any surfaces affected by repairs IAW UFC 3-260-04.

Airfield lighting and general utility locating will be the responsibility of the contractor.

Airfield appropriate barricades will be the responsibility of the contractor to ensure active portions of the airfield are clearly identified and separated from the construction areas.

Contractor shall submit a construction phasing plan IAW UFC_3_260_01 When a daily sortie is underway, the Contractor may be required to relocate work operations or cease work for short periods of time. When a ramp freeze is in effect, the Contractor's equipment and personnel shall not be allowed in certain areas and may be required to leave the work area. The Contractor shall check in with Base Operations telephone every morning prior to starting work. At that time the Contractor will be notified, if possible, what areas may be affected by a ramp freeze or future known sorties that may require clearance of ramp areas.

The Contractor can expect up to 1-2 ramp freezes per month lasting approximately 45 Waste and loose material, foreign object debris (FOD), capable of causing damage to aircraft landing gears propellers or engines should not be placed on active movement areas. Material tracked or blown onto these areas shall be removed continuously during the workday by sweeper, vacuum or hand methods. If the Contractor's operations result in FOD on adjacent or any existing airfield pavements, they shall sweep all affected pavements to the satisfaction of the Contracting Officer's Representative (COR). Failure to comply with the directives will be grounds for suspension of work until such time as the unsatisfactory condition is corrected.

Contractor shall return surrounding surfaces to grade and reseed all areas affected by construction. Compaction testing and quality control plan to be provided by contractor.

CLIN 0001 Relocate and Replace Existing Fire Hydrants Locate and mark existing utilities Remove bollards that are surrounding existing hydrants and remove from site.

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b. Replace and relocate 5 each fire hydrants (FHYD) surrounding existing parking apron.

FHYD 6-1, FHYD 6-2, FHYD 7-1, FYHD 8-1 and FYHD 8-2 shall be relocated to be a minimum of 88 feet from the existing centerline(s) of the taxiway and at a maximum height of 30" above the height of the existing centerline(s). Install new service shutoff valves and appropriate blocking for each hydrant. Reference UFC 3-260-1 Airfield and Heliport Planning and Design para B13-2.21.2.3; UFC 3-600-01 change 6 Fire Protection Engineering for Facilities and Attachment 2 Fire Hydrant Locations.

c. Fire hydrants (Mueller A423 5 1/4" main valve w/ 2 hose nozzle - 2.5in /1 pumper nozzle 4.5 in or similar) shall be painted with reflective paint to match existing colors on base. Each hydrant is to be connected to the main loop line with a service valve. Hydrants are to be labeled with appropriate hydrant numbers. Attachment 3 Hydrant and Bollards Detail.

c. Install new (2 each) protective yellow bollards for each hydrant at a minimum of 85 feet from taxiway centerline at a maximum height of 24" from referenced centerline. Bollards shall be placed 36 inches from the centerline of hydrant and secured in concrete as indicated in Attachment 3 Hydrant and Bollards Detail.

1.3 CLIN 0002 Construct 25' ACC Shoulder - Taxiway A5

a. Locate and mark existing utilities

b. Excavate existing area, leaving taxiway lighting in place, to allow for construction of a 25'

ACC shoulder on existing Taxiway A5. Ensure remaining graded areas meet specifications outlined in UFC 3-260-01. Subgrade preparation shall be performed IAW with Section 301 of the SSRBC.

c. Compact area and place 14" crushed aggregate base course IAW Section 351 of the SSRBC.

Materials shall conform to Article 1004.04 of the SSRBC.

d. Construct new shoulder as shown in Attachment 4 Typical Taxiway Section applying appropriate Prime Coat (MC-30 Grade or better) and 2 inch surface coat as indicated. The finished section should slope no more 3.0% grade with a 1.5 inch drop to seeded finish grade.

Prime coat shall be prepared IAW Article 403.07 and surface course shall be IAW Article

406.02 of the SSRBC. Total area is approximately 29,520 square feet.

1.4 CLIN 0003 Construct 25' ACC Shoulder - Around Existing PCC Apron - North Side

b. Excavate existing area, leaving taxiway lighting in place, to allow for construction of a 25'

ACC shoulder on the north side of existing apron. Include an approximately 10' x 50' walking path surrounding each of the 4 FYHDs, FHYD 6-1, FHYD 6-2, FHYD 7-1, FYHD 8-1.

Walkways are to extend approximately 2ft beyond the new FHYDs and encompass the new bollards. Ensure remaining graded areas meet specifications outlined in UFC 3-260-01.

Subgrade preparation shall be performed IAW with Section 301 of the SSRBC.

c. Compact area and place 14" crushed aggregate base course IAW Section 351 of the SSRBC.

Materials shall conform to Article 1004.04 of the SSRBC.

d. Construct new shoulder as shown in Attachment 4 Typical Taxiway Section applying appropriate Prime Coat (MC-30 Grade or better) and 2 inch surface coat as indicated. The finished section should slope no more 3.0% grade with a 1.5 inch drop to seeded finish grade.

Prime coat shall be prepared IAW Article 403.07, and the surface course shall be IAW Article

406.02 of the SSRBC. Total area is approximately 27,360 sq ft.

e. Construct a hydrant path as shown in Attachment 5 Hydrant Path applying appropriate Prime Coat (MC-30 Grade or better) and 2-inch surface coat as indicated. The finished section should slope no more 3.0% grade with a 1.5 inch drop to seeded finish grade. Prime coat shall be prepared IAW Article 403.07, and the surface course shall be IAW Article 406.02 of the SSRBC. Total area approximately 2000 sq ft.

1.5 CLIN 0004 Construct 25' ACC Shoulder - Around Existing PCC Apron - West Side

b. Excavate existing area to allow for construction of a 25' ACC shoulder on the West side of existing apron. Ensure remaining graded areas meet specifications outlined in UFC 3-260-01.

Subgrade preparation shall be performed IAW with Section 301 of the SSRBC.

c. Compact area and place 14" crushed aggregate base course IAW Section 351 of the SSRBC.

Materials shall conform to Article 1004.04 of the SSRBC.

d. Construct new shoulder as shown in Attachment 4 Typical Taxiway Section applying appropriate Prime Coat (MC-30 Grade or better) and 2 inch surface coat as indicated. The finished section should slope no more 3.0% grade with a 1.5 inch drop to seeded finish grade.

Prime coat shall be prepared IAW Article 403.07, and the surface course shall be IAW Article

406.02 of the SSRBC. Total area is approximately 7,459 square feet.

1.6 CLIN 0005 Repair ACC Shoulder Surrounding Taxiway M

b. Repair approximately 1400 sq ft medium severity alligator and high severity longitudinal and transverse cracking by full depth patching IAW UFC 3-270-01 chapter 3.

c. Repair approximately 21,010 sq ft of medium alligator, longitudinal and transverse cracking by cleaning and sealing cracks IAW UFC 3-270-01 chapter 9.

d. After repairing the discrepancies listed above, overlay entire Taxiway M shoulder, approximately 26,010 sq ft with fog seal IAW UFC 3-270-01 chapter 9.

1.7 CLIN 0006 Shoulder Edge Repair ACC AGE Cantonment Area

b. Saw cut, remove, tamp and replace 4 in deep and 6 ft wide of existing ACC and expansion joint material from shoulder edge in the AGE Cantonment Area as indicated in Attachment 6 Shoulder Edge Repair AGE Cantonment. Areas 2 and 3 have areas that are expanded to 25 ft wide segments that need to be replaced. Reference Attachment 6 for details. The new ACC should be comprised of an appropriate Prime Coat (MC-30 Grade or better), a 2.5 in binder course placed on top of existing 8" aggregate base course, topped with a new 1.5 in surface course.

Total area approximately 18,846 sq ft. Final product should match existing grades. Reference UFC3-270-01 for layering requirements and specifications.

c. Re-install 1in fuel resistant expansion joint with 1/2 in deep fuel resistant bituminous joint sealant as indicated in Detail 1 on Attachment 6 Shoulder Edge Repair AGE Cantonment.

d. Repair approximately 14,632 sq ft medium severity alligator and high severity longitudinal and transverse cracking by full depth patching IAW UFC 3-270-01 chapter 3.

e. Repair approximately 21,010 sq ft of medium alligator, longitudinal and transverse cracking by cleaning and sealing cracks IAW UFC 3-270-01 chapter 9.

f. After repairing discrepancies listed above, overlay entire AGE Cantonment shoulder, approximately 87,147 square feet with fog seal IAW UFC 3-270-01 chapter 9.

g. Repaint Entry Control Point (ECP) markings as indicated in Chapter 6-5.10 of UFC 3-260-04 dated 16 May 2018.

1.8 CLIN 0007 Apron & Taxiways Phase 1 Portland Cement Concrete (PCC) Repairs

a. Phase 1 area covers sectors A41-56 through T41-56 on Attachment 7 Phase I Callouts.

b. Repair existing PCC small and large patches using partial depth patches as outlined in UFC 3-

270-01 Chapter 13. There are approximately 25 small patches totaling approximately 255 sq ft requiring repair. Reference detail #66 on Attachment 7 Phase I Callouts for specific sizes and locations

c. Repair existing PCC joint spalls and corner spalls using partial depth patches as outlined in UFC 3-270-01 Chapter 13. There are approximately 5 joint spalls and 3 corner spalls totaling approximately 18 sq ft requiring repair. Reference details #74M and #75M on Attachment 7 Phase I Callouts for specific sizes and locations.

d. Repair existing PCC new linear cracks using joint sealant as outlined in UFC 3-270-01 Chapter 12. There are approximately 18 instances of linear cracks totaling approximately 251 linear ft requiring repair. Reference details #63 on Attachment 7 Phase I Callouts for specific sizes and locations.

e. Repair existing PCC joint seal damage using joint sealant as outlined in UFC 3-270-01 Chapter 12. There are approximately 53 instances of linear cracks totaling approximately 2620 linear ft requiring repair. Additionally, repair 2 linear ft at each joint along the edges of the apron that are not adjacent to concrete. There are approximately 55 instances totaling 110 linear ft. Reference details #65 on Attachments 7 Phase I Callouts for specific sizes and locations.

f. Repair existing PCC joint spall damage using joint sealant as outlined in UFC 3-270-01 Chapter 12. There are approximately 56 instances of joint spalls totaling approximately 96 linear ft requiring repair. Reference details #74 on Attachment 7 Phase I Callouts for specific sizes and locations.

g. Repair existing PCC corner spall damage using joint sealant as outlined in UFC 3-270-01 Chapter 12. There are approximately 6 instances of corner spalls totaling approximately 6 sq ft requiring repair. Reference details #75 on Attachment 7 Phase I Callouts for specific sizes and locations.

h. Repair existing failed concrete surrounding existing gutter drains located at G53_54 approximately 6ft and an additional 6ft at O53_54 on Attachment 6. Removed failed concrete and replace IAW UFC 3-270-01 and SSRBC 2012. Install new drain grate support structures to support existing grates to allow for smooth passage of aircraft tires.

1.9 CLIN 0008 Apron & Taxiways Phase 2 Portland Cement Concrete (PCC) Repairs

a. Phase 2 area covers sectors A26-40 through T26-40 on Attachment 8 Phase II Callouts.

b. Repair existing PCC small and large patches using partial depth patches as outlined in UFC 3-

270-01 Chapter 13. There are approximately 4 small patches totaling approximately 18 sq ft requiring repair. Reference detail #66 on Attachment 8 Phase II Callouts for specific sizes and locations.

c. Repair existing PCC joint spalls and corner spalls using partial depth patches as outlined in UFC 3-270-01 Chapter 13. There are approximately 21 joint spalls and 2 corner spalls totaling approximately 55 sq ft requiring repair. Reference details #74M and #75M on Attachment 8 Phase II Callouts for specific sizes and locations.

d. Repair existing PCC new linear cracks using joint sealant as outlined in UFC 3-270-01 Chapter 12. There are approximately 5 instances of linear cracks totaling approximately 172 linear ft requiring repair. Reference details #63 on Attachment 8 Phase II Callouts for specific sizes and locations.

e. Repair existing PCC joint seal damage using joint sealant as outlined in UFC 3-270-01 Chapter 12. There are approximately 23 instances of linear cracks totaling approximately 1148 linear ft requiring repair. Additionally, repair 2 linear ft at each joint along the edges of the apron that are not adjacent to concrete. There are approximately 32 instances totaling 64 linear ft. Reference details #65 on Attachment 8 Phase II Callouts for specific sizes and locations.

f. Repair existing PCC joint spall damage using joint sealant as outlined in UFC 3-270-01 Chapter 12. There are approximately 48 instances of joint spalls totaling approximately 65 linear ft requiring repair. Reference details #74 on Attachment 8 Phase II Callouts for specific sizes and locations.

g. Repair existing PCC corner spall damage using joint sealant as outlined in UFC 3-270-01 Chapter 12. There are approximately 4 instances of corner spalls totaling approximately 4 sq ft requiring repair. Reference details #75 on Attachment 8 Phase II Callouts for specific sizes and locations.

1.10 CLIN 0009 Apron & Taxiways Phase 3 Portland Cement Concrete (PCC) Repairs

a. Phase 3 area covers sectors A1-25 through T1-25 on Attachment 9 Phase III Callouts.

b. Repair existing PCC small and large patches using partial depth patches as outlined in UFC 3-

270-01 Chapter 13. There are approximately 11 small patches totaling approximately 46 sq ft requiring repair. Reference detail #66 on Attachment 9 Phase III Callouts for specific sizes and locations.

c. Repair existing PCC joint spalls and corner spalls using partial depth patches as outlined in UFC 3-270-01 Chapter 13. There are approximately 19 joint spalls and 1 corner spall totaling approximately 55 sq ft requiring repair. Reference details #74M and #75M on Attachment 9 Phase III Callouts for specific sizes and locations.

d. Repair existing PCC new linear cracks using joint sealant as outlined in UFC 3-270-01 Chapter 12. There are approximately 10 instances of linear cracks totaling approximately 412 linear ft requiring repair. Reference details #63 on Attachment 9 Phase III Callouts for specific sizes and locations.

e. Repair existing PCC joint seal damage using joint sealant as outlined in UFC 3-270-01 Chapter 12. There are approximately 43 instances of linear cracks totaling approximately 1530 linear ft requiring repair. Reference details #65 on Attachment 9 Phase III Callouts for specific sizes and locations. Additionally, repair 2 linear ft at each joint along the edges of the apron that are not adjacent to concrete. There are approximately 53 instances totaling 106 linear ft.

f. Repair existing PCC joint spall damage using joint sealant as outlined in UFC 3-270-01 Chapter 12. There are approximately 90 instances of joint spalls totaling approximately 284 linear ft requiring repair. Reference details #74 on Attachment 9 Phase III Callouts for specific sizes and locations.

g. Repair existing PCC corner spall damage using joint sealant as outlined in UFC 3-270-01 Chapter 12. There are approximately 14 instances of corner spalls totaling approximately 16 sq ft requiring repair. Reference details #75 on Attachment 9 Phase III Callouts for specific sizes and locations.

2.0 SUBMITTALS:

2.1.1 Summary: This section specifies requirements for handling submittals.

2.1.2 General Procedures: Unless noted otherwise, the Contractor is required to submit material submittals for the contract within 10 business days after acceptance of the award (or as directed by the Contracting Officer). Data shall be collected into a single submittal for each element. Submit a minimum of three (3) copies of all data for each submittal along with one

(1) copy of the completed AF Form 3000. Identify the line item that corresponds with the "Schedule of Material Submittals" (AF Form 66) for each submittal. Deliver submittals to Contracting Officer's Technical Representative (COTR). Deliver AF Form 3000 to Contracting Officer (KO). The Government will review the material submittals and respond within 10 business days after receipt of the completed AF Form 66.

2.1.3 The contractor shall submit the following:

A) Schedule of work. For project coordination purposes (i.e. among the Contractor, Contracting Officer's Technical Representative, Fire, Safety, Environmental, Security, etc.), the Contractor shall submit a proposed work schedule. The work schedule shall include but not be limited to the following: date for delivery of material/equipment; service start date; number of days service will occur; hours during which service will occur; etc.

B) Material Safety Data Sheets C) Contractor Hazardous Material Identification Part 1; Part one is a list and specifications of potential hazardous materials that may be used during the contract.

D) Contractor Hazardous Material Identification Part 2; Part 2 is a list and specifications of hazardous materials that were actually used during the contract.

E) Security Affidavits

F) Written Guarantee. Submit two copies of a written guarantee, signed by the Contractor and Installer agreeing to repair or replace defective materials and workmanship of work for a period of one (1) year, which starts on the date of substantial completion as agreed upon by the Contracting Officer (KO).

G) All items identified on the attached AF From 66.

H) All Class 3B and Class 4 Laser information should be submitted to the COR. All devices that may emit radiation will need to be submitted as well.

3.0 SPECIAL REGULATIONS:

3.1.1 The Contractor shall comply with OSHA regulations and directives pertaining to safety practices and requirements in so far as they pertain to the Contractor's activities at the base.

3.1.2 The Contractor shall meet all existing Government criteria pertaining to safety, air and water pollution, and noise control.

3.1.3 Each contractor, material dealer, and any other person who provides labor, material or services of any kind, or who does work of any kind in connection with this project for any trade, must comply at all times, in all respects with the applicable provision of all federal state, county, and municipal laws, ordinances, and statutes.

3.1.4

3.1.5

3.1.6

The Contractor shall comply with Federal Acquisition Regulation 52.223-3 regarding hazardous material. Contractor shall identify all hazardous material that will be on-site via the Hazardous Material Identification Worksheet Part 1 (referenced in paragraph 2.1.3 above) Contractor shall submit a Material Safety Data Sheets (MSDS) for all material identified on the Hazardous Material Identification Worksheet Part 1. When the physical work is complete, Contractor shall submit the Hazardous Material Identification Worksheet Part 2. This worksheet shall identify all hazardous materials and associated quantities utilized on site. Contractor shall remove all excess materials, unused materials, and/or hazardous wastes generated during the contract from the base.

Access and General Protection/Security Policy and Procedures The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). 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, Director of Emergency Services or local Security Office. 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.

AT Level I Training

All contractor employees, to include subcontractor employees, requiring access Government Installations, Facilities and Controlled Access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Certificates of completion for each affected contractor employee and subcontractor employee will be maintained by the COR or Antiterrorism Representative. AT Level I Awareness Training is available at the following website: http://jko.jten.mil

2.0 Attachments included within this statement work are as follows:

Attachment 2 – Fire Hydrant Locations, Attachment 3 – Hydrant and Bollards Detail, Attachment 4 – Typical Taxiway Section, Attachment 5 – Hydrant Path, Attachment 6 - Shoulder Edge Repair AGE Cantonment, Attachment 7 – Phase I Callouts, Attachment 8 - Phase II Callouts, Attachment 9 – Phase III Callouts.

END OF STATEMENT OF WORK

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