Attachment 3 - Master Statement of Work.pdf

STATEMENT OF WORK

TO

Repair by Replace Roof Building, B512

AT

MILWAUKEE MITCHELL FIELD

AIR NATIONAL GUARD BASE

MILWAUKEE, WI

Prepared by:

128th Civil Engineer Squadron

128th Air Refueling Wing, Milwaukee, WI 04 June 2026

Replace Roof, B512 Date: June 2026

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TABLE OF CONTENTS

PART I - STATEMENT OF WORK

1. SW-01 Description of Work A. Work to Be Completed B. Location

2. SW-02 Applicable Standards and Specifications

3. SW-03 Principal Features A. Base Quote: Repair by Replace Roof, B512 B. Option 1: Tuck Point Sections and Paint, B512 C. Option 2: Install SFS Doors, B512

PART II - SPECIAL CONDITIONS

1. SC-01 Pre-performance Conference

2. SC-02 Contractor Responsibilities

3. SC-03 Quality Control/Quality Assurance

4. SC-04 Responsibility:

5. SC-05 Materials and Labor

6. SC-06 Clean Up

7. SC-07 Coordination

8. SC-08 Warranties

9. SC-09 Work Site Access

10. SC-10 Health & Safety Requirements

11. SC-11 Fire Prevention

12. SC-12 Security Requirements

13. SC-13 Environmental Requirements

14. SC-14 Damage Reports

15. SC-15 Protection of Existing Facilities

16. SC-16 Definitions

17. SC-17 Government Furnished Property and Services

PART III – ILLUSTRATION

1. I-01 Photos and Documents Attached

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PART I - STATEMENT OF WORK

1. SW-01 Description of Work:

A. Work to be completed: The Contractor shall provide all professional services, personnel, materials, equipment, labor, supervision, and facilities necessary to perform contractual construction services, as stated in these specifications, at the 128th Air Refueling Wing, located at Milwaukee Mitchell International Airport, Milwaukee, WI 53207-6151. The Contractor is responsible for ensuring proper documentation received is for personnel and vehicle passes (72 hours prior, during normal days of operation) in time to avoid any delay in project start of performance.

This includes personnel attainment of contractor badges and notification to the Civil Engineer Squadron representative for scheduling of escort support. Contractor will be required to coordinate/de-conflict scheduling with Civil Engineer personnel.

B. Location: Milwaukee Mitchell International Airport is located approximately 10 miles south of downtown

Milwaukee, WI. The 128th Air Refueling Wing is located on the east side of Milwaukee Mitchell International Airport.

2. SW-02 Applicable Standards and Specifications:

A. The Contractor shall provide all necessary materials, equipment and additional appurtenances required to complete the project as stated in these specifications. The Government is not responsible for any additional parts, material, or equipment required to make this a complete and usable product. The criteria contained and cited in this SOW establish minimum standards. In case of discrepancy in any of the referenced standards and specifications, the more stringent requirements shall assume precedence. Any questions should be brought to the COR’s attention.

B. The Contractor must comply with the most current applicable WI. Adm. Codes, applicable Industry

Standards, ICD 705 Regulations, UFC 3-110-03, UFC 1-200-01, UFC 1-900-01, UFC 3-310-05, UFC 3-190-06, UFGS 09 90 00, ANG ETL 15-01, and all OSHA regulations as they apply to ensure safe and secure work areas to minimize potential safety hazards to base personnel and avoid impact to base operations. In case of conflict in or between the contract documents and a governing code or ordinance, the more stringent standard shall apply.

C. The Contractor must comply with the requirements set forth in FAA regulations in accordance with 14 CFR

Part 77.9, if a crane is required. Regulations and forms are available at http://oeaaa.faa.gov.

D. The Contractor shall ensure a safety plan is in place for the duration of the project. Contractor shall cordon off work areas in a manner to minimize potential safety hazards to base personnel/equipment and ensure minimal impact to base operations. The Contractor shall ensure that proper fall protection is utilized as necessary.

E. The Contractor shall preserve and protect all structures, materials, equipment, and vegetation on or adjacent to the work site and protect all existing structures and materials from physical damage and secure work areas in a manner to minimize potential hazards and impact to base personnel and operations during the duration of construction.

FAR 52.236-9 “Protection of existing Vegetation, Structures, Equipment, utilities and improvements”.

F. The Contractor shall repair all interior and exterior finishes damaged as a part of executing the work with finishes that match the existing conditions. Coordinate this work with the Government. The contractor shall be responsible for all cutting, replacement, and repairing of their work that is due to faulty workmanship. This includes work not specifically covered by Description of Work for trades that are affected. The contractor will also be responsible for providing, without extra cost to the Government, any small incidental items not specifically mentioned in trade specifications, but which are necessary to complete the work in accordance with the general understanding that the work, when completed, shall be a finished competent job. Reference Contract Clause FAR 52.236-5, “Material and Workmanship” and FAR 52.246-12, “Inspection of Construction”.

G. The Contractor shall be responsible for the temporary protection of the building fabric and the interior from inclement weather as it relates to the work outlined in this document.

http://oeaaa.faa.gov/

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H. The Contractor shall acquire a Hot Work permit from the base fire station if they anticipate any open flames or sparks created during demolition or construction.

I. The Contractor is responsible for removing and disposing of all construction and demolition debris generated.

Consider all material recyclable or reusable, unless clearly demonstrated the material requiring disposal is waste material. Government has first right of right of refusal on all recyclable or reusable material and contractor shall notify COR for disposition. Contractor must provide documentation that identifies all recyclable material and disposal methods for all material. (See Construction and Demolition Debris Worksheet provided) The Contractor shall be responsible for all disposal permits and regulation requirements.

J. The Contractor shall take daily responsible control measures to prevent debris and unused material from scattering around base or inadvertently leaving the worksite and must keep the project site and surrounding areas neat and orderly. (See “SC-06 Clean Up” Section)

K. The Contractor shall be responsible for matching existing construction and adjacent surfaces and finishes, etc., and fill all disturbed areas and voids caused during demolition. If any existing site elements are damaged or disturbed, the contractor shall fully restore or replace to match the form and function of their pre-demo condition.

L. For Contractors that do not require CAC but require access to a DoD Facility and/or Installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 10-245, AFI 31-101 and AFMAN 31-113), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

M. Antiterrorism Awareness Level I Training (AT Level I). This standard language is for contractor employees with an area of performance within a US Government controlled installation, facility, or area. All contractor employees, to include subcontractor employees, requiring access to US Government installations, facilities and controlled access areas shall complete AT Level I Training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. AT Level I may be accomplished by a Level I qualified instructor, completing the Force Protection computer-based training (CBT) course on Joint Knowledge Online (JKO) at https://jkodirect.jten.mil/Atlas2/ faces/page/login/Login.seam. For those without a CAC, select "Non-CAC" user on the JKO site. Tracking for each contractor or subcontractor employee is the responsibility of the COR or unit AT Representative.

N. Requirement for OPSEC Training. In accordance with AFI 10-701, Operations Security, OPSEC

PMs/SMO/SMNCOs/Coordinators will provide OPSEC training or training materials to contract employees within 30 days of employees’ initial assignment to the contract and prior to having access to any critical information (CI) and annually thereafter. General organizational orientations may need to be supplemented by duty-related orientations in the work center targeted toward specific critical information and vulnerabilities associated with the work. Initial training (OPSE 1301 - OPSEC Fundamentals) located on the Defense Counterintelligence and Security Agency website: https://securityawareness.usalearning.gov/opsec/index.htm and the OPSEC Annual training- DAF- Operations Security Awareness Training located on My Learning https://lms-jets.cce.af.mil/moodle/course/view.php?id=11654#section-1.

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3. SW-03 Principal Features:

A. Base Quote Project: Repair by Replace Roof, B512

I. SCOPE OF WORK:

a. The purpose of this project is to demo, remove and replace approximately 23,100 SF. of the existing built-up roofing systems, approximately 750 LF of gutters, approximately 150 LF of downspouts, and all parapet wall cap flashing, mechanical flashing, and penetration flashing, on building 512, (B512). The replacement roof of B512 shall be a fully adhered EPDM Roof system, at a minimum 90 mil sheet thickness, with a minimum 20-year manufacturer roof warranty. The replacement gutters and downspouts shall match the color of the existing members. The contractor shall confirm the color during the initial site visit. (See Part III Illustrations)

b. A site visit will be held prior to quote submittals, to investigate and verify existing conditions, all quantities, sizes, equipment specifications, etc., for component replacement. The 128th Air Refueling Wing is not requiring, nor intending to limit in any way, the project, equipment manufacture, and related appurtenances that quoters may propose.

The following scope and reference are for the standards and performance, and the contractor shall ensure the proposal meets or exceeds the specifications.

c. The contractor shall coordinate with COR and the Contracting Officer for any applicable contract modification and approval.

II. REMOVAL AND DEMOLITION:

a. The contractor shall remove the existing roof system, insulation, flashings, and related trims to the original decking and legally dispose of all materials, including removal and disposal of any interrelated supports, appurtenances, abandoned parts, hardware, assemblies, supports, conduit piping, electrical wiring, etc., attributable to the project. Any costs to remove and dispose of demolished materials off the installation shall be at the contractor’s expense. Government has the first right of refusal of all recyclable materials.

b. The contractor shall examine approx. 20,000 SF of existing metal deck substrate and identify any deteriorated sections of the metal deck. Check the end laps and side laps and re-secure loose sections. If there are any deteriorated sections of the metal deck, the contractor shall notify the COR. The contractor shall also examine approx. 3,100 SF of spancrete substrate for any cracks or severe deterioration. If any spancrete sections need to be replaced, the contractor shall notify the COR. (See Part III Illustrations)

c. The contractor shall remove all gutters and downspouts. During removal, the contractor shall ensure the building walls are not compromised and assume liability if leaks occur within 1-year of completion.

d. The contractor shall demolish parapet wall cap flashing, roof penetration flashing, and all utility (electrical, HVAC, plumbing, etc.) flashing to allow for complete roof replacement. The contractor shall coordinate the temporary removal of mechanical equipment and if the structural integrity of the curb is compromised or in question, the contractor shall coordinate with the COR for approval to replace roof curbs.

e. The contractor shall coordinate the removal of the existing roof system with the installation of the new roof to prevent exposure to weather conditions and potential water infiltration into the building.

f. The project is adjacent to the active aircraft ramp and the international airport runway. The contractor shall take daily control measures to prevent debris and unused material from inadvertently leaving the worksite.

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III. NEW CONSTRUCTION:

a. Installation of the roofing system shall follow the specifications and the EPDM roofing systems manufacturer published instructions. Should the requirements of this specification conflict with those of the membrane roofing system manufacturer, the contractor shall follow those of the membrane roofing system manufacturer to ensure the availability of the required warranty coverage. However, where the roofing system manufacturers printed instructions offer options (e.g., the permitted membrane termination methods), the contractor shall follow the requirements of this specification.

b. The contractor shall install new rigid insulation equivalent to Polyisocyanurate Board Insulation: ASTM C

1289, Type II, Class 1, Grade 2, felt or glass-fiber mat facer on both major surfaces (or pre-approved similar performing equivalent) and mechanically fastened roof cover board. The minimum board insulation R-value shall be

5.56 per inch. The minimum insulating value for the entire roof shall comply with ASHRAE 90.1, v2010 for continuous insulation, Climate Zone 5A, (Milwaukee, Wisconsin) R-30 continuous roof insulation. Based on existing drawings, the existing rigid insulation is estimated to be 3 inches throughout the roof structure. Retain the existing roof drain contours, including saddles, and ensure sheet flow is directed to existing roof drain locations to maintain the original roof slope. Ensure positive drainage in all roof locations, and ponding is unacceptable.

c. The contractor shall follow the EPDM roofing systems manufacturer guide on installation of the fasteners and plates used when mechanically attaching the roof insulation and is responsible for, but not limited to, identifying any cables, raceways, electrical conduit, etc., embedded below the metal decking, before mechanically attaching rigid board insulation or roof membranes, to ensure that the fastener placement avoids hitting the cables, electrical conduit, steel beams, etc., underneath the decking.

d. The fasteners shall be compatible with and suitable for the insulation used and the deck to be penetrated, installed at the top rib of fluted steel decks with the threaded portion of the fastener engaged in the deck by no less than 3/4 of an inch and not extending no further than 3/4 of an inch below the bottom rib of the deck. Fastening through the bottom rib of a fluted steel deck is not permitted.

e. The contractor shall replace all flashing on mechanical equipment, conduit, pipe supports, pipe vents, roof hatch, ventilation fans, etc. All parapet wall cap flashing, mechanical flashing, plumbing penetration flashing, and other roof penetrations must have new flashing installed as part of this project. The Contractor shall replace any roof curbing that shows signs of damage or deterioration after removal of flashing. Parapet wall cap flashing shall match the existing standing seam roof. The contractor shall replace all the gutters and downspouts. The new gutters and downspouts shall match the wall cap flashing in color.

f. The contractor shall provide stand-off rubber supports with pipe clamps, where applicable, for all horizontal piping, conduit, etc., to eliminate any piping from sitting directly on the roof. All support spacing should be per applicable NEC, plumbing and building codes.

g. The contractor shall include relocation or replacement of components and fixtures as part of this project and ensure that all existing facility components and equipment (e.g., fall protection, fire protection, plumbing, mechanical, electrical, etc.) remain intact, usable, and undamaged during the project. If the existing electrical system interferes with new roof work, it should be removed and reinstalled. Paint all relocated or new fixtures, piping, and conduit to match the existing finishes. All required flashing shall match the existing color. Any deviations shall have prior approval by the COR.

IV. ELECTRICAL REQUIREMENTS:

a. Work in this section shall follow all State, NEC, and local building codes. Per ANG ETL 15-01 and

Wisconsin State Code, a Wisconsin Licensed Electrician must complete all the electrical work in accordance with the electrical standards as listed in SW-02. Submit documented credentials to the Contracting Office before work starts.

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b. If applicable, the contractor shall verify the location of electrical and control distribution systems and is responsible for all associated wiring demolition and installation, both high and low voltage, and shall provide fire-stopping in all gaps between piping utilities and wall/floor penetrations.

c. If applicable, the contractor shall de-energize the electrical system, follow the applicable Lockout-Tagout requirements, and demolish all abandoned associated electrical pathways, wiring, and conduits that will be as necessary per the scope of work. Any utility interruptions shall be coordinated with the COR.

V. SUBMITTAL REQUIREMENTS:

a. Contractor shall provide submittals for all materials and parts via AF Form 3000. Prior to install, all equipment and materials specified in the scope of this project, must have approval. Contractor is responsible for all cost due to materials or parts installed without an approved submittal. Submittals required:

1. Subcontractor List

2. Safety Plan

3. Activity Hazard Analysis (AHA) (Prior to start of field work)

4. Material specification sheets (Prior to ordering material)

5. Project schedule

6. Safety data sheets (SDS) for all chemicals to include container size and quantity used

7. End of project completion submittals shall include:

i. O&M Manuals

ii. Contractor Hazmat Worksheet (Total usage of chemicals used) if applicable

iii. Construction and Demolition Debris Worksheet

iv. Warranty documentation

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B. Option 1: Tuck-point Sections and Paint B512

I. SCOPE OF WORK:

a. The following reference is for the project quote option standards and performance, and the contractor shall adhere to the applicable requirements listed in the Base Quote, including removal and demolition, electrical, submittals, training, and extra materials required, etc. The outline of the principal features of work does not, in any way, limit the contractor's responsibility to perform all work and furnish all materials to do a complete job within the intent and scope of the specifications, drawings, and contract. No subsequent cost allowance will be allowed to the contractor for neglect of the existing conditions.

b. The purpose of this project is to tuck point approximately 15% of the existing CMU exterior wall and repaint approximately 6,600 SF of exterior wall face on B512.

c. The Contractor shall visibly inspect the existing mortar joints for any that are visibly loose or eroded from adjoining masonry. Those joints shall be cut out to a minimum depth of 3/4”. After clearing joints, they should be repointed utilizing mortar that matches the composition, color and surface tooling of adjoining areas as closely as possible.

d. After all needed areas are tuck pointed, the contractor shall prep the exterior face of the CMU for paint removing any efflorescence and pressure washing to remove soils or other surface contaminates. The contractor shall apply a minimum of (2) finish coats of MPI EXT 4.2B-G5 semigloss paint. The contractor shall coordinate finish coat color with the COR.

e. The contractor shall re-caulk all doors and windows to ensure the building retains a watertight seal. The contractor shall repaint the door and window trim as needed. The contractor shall coordinate finish coat color with the COR.

V. SUBMITTAL REQUIREMENTS:

a. Contractor shall provide submittals for all materials and parts via AF Form 3000. Prior to install, all equipment and materials specified in the scope of this project, must have approval. Contractor is responsible for all cost due to materials or parts installed without an approved submittal. Submittals required:

1. Subcontractor List

2. Safety Plan

3. Activity Hazard Analysis (AHA) (Prior to start of field work)

4. Material specification sheets (Prior to ordering material)

5. Project schedule

6. Safety data sheets (SDS) for all chemicals to include container size and quantity used

7. End of project completion submittals shall include:

v. O&M Manuals

vi. Contractor Hazmat Worksheet (Total usage of chemicals used) if applicable

vii. Construction and Demolition Debris Worksheet

viii. Warranty documentation

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C. Option 2: Install SFS Doors, B512

J. SCOPE OF WORK:

a. The purpose of this project is to remove and replace exterior doors, install a wall and door for Security Forces Squadron operations in accordance with door schedule and design drawing.

b. The Contractor shall visit the site prior to submitting the quote and installation to investigate and verify existing conditions, all quantities, sizes, equipment specifications, etc., for component replacement. The 128th Air Refueling Wing is not requiring, nor intending to limit in any way, the project, equipment manufacture, and related appurtenances that contractors may propose. The following scope and reference are for the standards and performance, and the Contractor shall ensure the proposal meets or exceeds the specifications.

c. Door locksets shall be compatible with Best System A2 with H-keyway to match base standards. Contractor shall provide 2 blank keys un-cut and cores un-combinated for each door to CE Operations (Total of 16 keys, 16 cores). Keys shall be stamped “US GOVT – DO NOT DUPLICATE”.

d. All doors installed shall be equipped with a Tri-pack arm Door Closers. Door Closers shall have cast iron body with metal cover, Closers shall be certified for ANSI/BHMA A156.4 Series/Grade 1, ANSI A117.1, UL10c and be sized to the appropriate door weights. Door closer shall not be equipped with a hold open option.

e. Door 1 – Demolish existing door. Replace with 1 each 36” wide storefront glass door. Doors shall be exterior rated, insulated glass panel with pull handle on exterior side. Doors shall be keyed unlock from exterior side and panic bar with hexed keyed lock on interior.

f. Door 2 - Demolish existing door. Replace with 1 each 36” wide storefront glass door with 1 each side storefront glass windows. Replace upper glass windows above doors to match existing. Doors shall be exterior rated, insulated glass panel with pull handle on exterior side. Doors shall be keyed unlock from exterior side and panic bar with hexed keyed lock on interior.

g. Door 3 and 5 – Demolish existing door. Replace with 1 each 36” wide storefront glass door with 2 each side storefront glass windows. Replace upper glass windows above doors to match existing. Doors shall be exterior rated, insulated glass panel with pull handle on exterior side. Doors shall be keyed unlock from exterior side and panic bar with hexed keyed lock on interior.

h. Door 4 and 7 – Demolish existing door. Replace with 2 each 36” wide storefront glass doors with a center glass window mullion. Replace upper glass windows above doors to match existing. Doors shall be exterior rated, insulated glass panel with pull handle on exterior side. Doors shall be keyed unlock from exterior side and panic bar with hexed keyed lock on interior.

i. Door 6 – Demolish existing door. Install 36” wide solid metal exterior rated insulated door. Door frames shall be centered in opening with CMU block on sides. Door Frame shall be grout filled. Door shall be keyed unlock pull handle from exterior and panic bar with hexed keyed lock on interior. Paint exterior and interior CMU with one coat of primer and 2 coats of MPI EXT 4.2B-G5 semigloss paint to match adjacent surface color as approved by COR.

j. Door 8 – Install 36” solid metal insulated interior door in hallway as identified on drawing. Install CMU wall on sides and top of door up to roof panels and seal with firestop caulk. Door frames shall be grout filled. Adjust drop ceiling to new wall. Door shall have panic bar interior hardware with keyed lock. Exterior hardware shall consist of combination cypher lock, Best Lock compatible keyed lock and lever-style door handle. Paint CMU with one coat of primer and 2 coats of MPI EXT 4.2B-G5 semigloss paint to match adjacent surface color as approved by

COR.

k. All doors and frames shall be primed from manufacturer and field painted with 2 coats of MPI REX 5.1C-G5 semigloss paint to match architectural brown base standard.

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l. The Contractor shall include relocation or replacement of components and fixtures as part of this project and ensure that all existing facility components and equipment (e.g., fall protection, fire protection, plumbing, mechanical, electrical, etc.) remain intact, usable, and undamaged during the project. Paint all relocated or new fixtures, piping, and conduit to match the existing finishes.

m. The Contractor shall be responsible for, but not limited to, any electrical wiring modifications attributable to all electrical work stated in Scope of Work: Electrical Requirements. A Wisconsin Licensed Electrician must perform electrical work.

VI. FIRE & LIFE SAFETY REQUIREMENTS:

a. The contractor shall ensure all doors comply with NFPA 80 for fire doors, NFPA 101 for exit doors, NFPA

252 for fire tests of door assemblies, ABA/ADA accessibility requirements for door size only. Powered door openers are not included in this scope.

VII. SUBMITTAL REQUIREMENTS:

a. Contractor shall provide submittals for all materials and parts via AF Form 3000. Prior to installation, all equipment and materials specified in the scope of this project must have approval. Contractor is responsible for all costs due to materials or parts being installed without an approved submittal. Submittals required:

8. Subcontractor List

9. Safety Plan

10. Activity Hazard Analysis (AHA) (Prior to start of field work)

11. Material specification sheets (Prior to ordering material)

i. Doors

ii. Door Hardware, Locksets, Door Closures

iii. Paint Color and Product Data

iv. CMU Block, Grout

12. Project schedule

13. Safety data sheets (SDS) for all chemicals to include container size and quantity used

14. End of project completion submittals shall include:

i. Record Drawings, completely and accurately.

ii. O&M Manuals

iii. Contractor Hazmat Worksheet (Total usage of chemicals used)

iv. Construction and Demolition Debris Worksheet

v. Warranty documentation

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PART II - SPECIAL CONDITIONS

SC-01 Pre-performance Conference: Prior to commencing work, the Contractor shall meet in conference with the Contracting Officer Representative to discuss and develop mutual understandings relative to scheduling and administration work.

SC-02 Contractor Responsibilities

a. Qualifications: The contractor shall be a reputable company regularly engaged in this type of work.

b. Personnel: Personnel performing work under this contract shall be qualified, through education and experience, to perform the required work in a professional and competent manner of the trades involved. Sufficient personnel shall be available to perform the work as specified in these Specifications.

SC-03 Quality Control/Quality Assurance

a. Quality Control: The Contractor is responsible for assuring that all work is accomplished with these

Specifications and all other contractual terms and conditions of this contract.

b. Quality Assurance: A Contracting Officer Representative (COR) will be appointed by the Contracting Officer to provide technical assistance to the Contracting Officer in the administration of the contract. This responsibility involves surveillance and quality assurance of contractor performance and accordingly, evaluation and certification of contractor performance for payment purposes. All surveillance observations will be recorded by the COR. When an observation indicates defective performance, the COR will request the Contractor’s Superintendent or Representative to correct the deficiency. As the Contracting Officer’s Representative, the COR is authorized to request correction of deficiencies, however the COR is not authorized and cannot change the terms and scope of this contract.

c. The above general outline of principle features does not in any way limit the responsibility of the Contractor to perform all work and furnish all part, labor, and material required by the specifications, plans and drawings referred to therein.

d. The Base Quote and Option-1 work is expected to take approximately six months. Upon award, schedule will need to be discussed immediately to ensure minimum impact on operations.

SC-04 Responsibility: Submission of a Quote by a Contractor shall be accepted as prima-facie evidence that he has examined the specifications, drawings, and the location of the work to be accomplished and has satisfied himself as to the nature and location of work and all matters which can in any way affect the work or cost thereof under this contract. Any failure by the Contractor to acquaint himself with all available information, including physical survey of the site of the proposed work, will not relieve him from successfully performing the work to be done for a complete job. The quotes submitted shall be firm fixed price without request for additional funds for extras for the work to be completed.

a. Material Deliveries: All deliveries must be delivered while the contractor is present.

SC-05 Materials and Labor: The Contractor shall furnish all required materials and labor to accomplish the project, so that upon its completion, it is a complete job and meets the approval of the Contracting Officer Representative and the Base Civil Engineer.

SC-06 Clean Up: The Contractor shall ensure that all unused material and debris is cleaned up at the end of each working day and that the project site is neat and orderly at the completion of the project. Disposal of the removed material is to be accomplished by the Contractor’s own arrangements and must be removed completely from the site.

SC-07 Coordination: Work must be accomplished on this project such that normal operations are not adversely affected. This work must be prearranged and can be coordinated through the COR.

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SC-08 Warranties: Provide one (1) year parts and labor warranty.

SC-09 Work Site Access: Contractor must coordinate with the COR for facility access.

SC-10 Health & Safety Requirements

a. Safety Officer Briefing: The Base Safety Officer will brief the Contractor on their safety requirements at the preconstruction conference.

b. Accident Reporting: The Contractor shall comply with OSHA and other regulatory agency requirements for record keeping and reporting of all accidents resulting in trauma or injury.

c. Asbestos/Hazardous Substance: There is no known asbestos containing materials present in or around the building that could be affected in the performance of this work under contract.

d. Tobacco Use: Tobacco use of any kind is prohibited on base unless in designated tobacco areas (DTAs). Base has nine (9) DTAs marked throughout the base, please coordinate with the COR if a map showing said locations is desired.

SC-11 Fire Prevention: The Base Fire Chief or his representative shall brief the Contractor on fire prevention requirements at the preconstruction conference. The Contractor will familiarize himself and require his employees to become familiar with the method of turning in a fire alarm. The Contractor and his employees shall be cognizant of and observe all requirements for handling and storage of combustible supplies and materials, daily disposal of combustible waste, trash, etc. Any welding or burning of any kind that will be done will require a welding permit issued by the Fire Chief through the COR.

SC-12 Security Requirements: The Security Police shall brief the Contractor on security requirements at the preconstruction conference.

a. Access and General Protection/Security Policy and Procedures. This standard language is for contractor employees with an area of performance within Government controlled installation, facility, or area. 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.

b. For Contractors that do not require CAC, but require access to a DoD Facility and/or Installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 10-245, AFI 31-101 and AFMAN 31-113), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

c. All contractor employees and associated sub-contractor employees assigned to work on a government site and/ or requiring access to a DoD network will be required to complete the necessary training required of them initially and annually for the duration of the contract (i.e., DoD IAA Cyber Awareness, Protecting Sensitive Information, Force Protection, etc.).

d. Antiterrorism Awareness Level I Training (AT Level I). This standard language is for contractor employees with an area of performance within a US Government controlled installation, facility or area. All contractor employees, to include subcontractor employees, requiring access to US Government installations, facilities and controlled access areas shall complete AT Level I training within 45 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. AT Level I may be accomplished by a Level I qualified instructor; completing the Force Protection computer-based training (CBT) course on Joint Knowledge Online (JKO) at https://jkodirect.jten.mil/Atlas2/ faces/page/login/Login.seam. For those without a CAC, select "Non-CAC" user on the JKO site. Tracking for each contractor or subcontractor employee is the responsibility of the COR or unit AT Representative.

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e. Requirement for OPSEC Training. In accordance with AFI 10-701, Operations Security, OPSEC PMs/SMO/SMNCOs/Coordinators will provide OPSEC training or training materials to contract employees within 30 days of employees’ initial assignment to the contract and prior to having access to any critical information (CI) and annually thereafter. General organizational orientations may need to be supplemented by duty-related orientations in the work center targeted toward specific critical information and vulnerabilities associated with the work. Initial training (OPSE 1301 - OPSEC Fundamentals) located on the Defense Counterintelligence and Security Agency website: https://securityawareness.usalearning.gov/opsec/index.htm and the OPSEC Annual training- DAF Operations Security Awareness Training located on My Learning https://lms-jets.cce.af.mil/moodle/course/view.php?id=11654#section-1

SC-13 Environmental Requirements

a. The contractor shall notify the COR immediately of any spills of a hazardous substance or petroleum product.

Contractor shall be responsible for containing spills and providing required clean up and restoration actions that are required. Contractor shall have a spill kit available on site if storing petroleum products that is readily available for use.

SC-14 Damage Reports: In all instances where government property and/or equipment is damaged by Contractor’s employees, the COR shall be notified immediately. A full report of the fact and extent of such damage shall be submitted by the Contractor to the COR within 24 hours of occurrence of the damage. The COR will forward the report to the Contracting Officer immediately upon receipt.

SC-15 Protection of Existing Facilities: The contractor will be responsible for all base equipment, underground and above ground facilities, grassy areas, shrubbery, trees, fences, etc. If any equipment or existing facilities are damaged, they will be repaired or replaced by and at the expense of the Contractor. The contractor is required to contact Diggers Hotline and Civil Engineering at least three days prior to digging on base. Civil Engineering will mark all base utilities in subject area(s) and Diggers Hotline will mark all other utilities in the areas specified.

SC-16 Definitions: As used throughout this contract, the following terms shall have the meaning set forth below:

a. Contractor: The term Contractor as used herein refers to both the prime Contractor and any subcontractors.

The Contractor shall ensure that his subcontractors comply with this Statement of Work and all other terms and conditions of this contract.

b. Contracting Officer (CO): The individual designated to administer the contract. Only the Contracting Officer has the authority to change the terms of this Contract.

c. Contracting Officer Representative (COR): Person designated by the Contracting Officer to be responsible for surveillance of Contractor performance.

d. Quality Assurance: A method used by the Government to provide control over the quality of materials and/or services received in accordance with applicable Specifications.

e. Quality Control: A method used by the Contractor to control quality of materials and/or work produced.

f. Regular Hours: The Government’s regular hours are from 6:00 a.m. to 4:30 p.m., Tuesdays through Fridays.

Work is to be completed during the specified hours. Exceptions will be handled on a case-by-case basis.

SC-17 Government Furnished Property and Services

a. Facilities: The Government shall not furnish or make facilities not involved in project available to the Contractor.

b. Equipment: The Government shall not provide the Contractor with the use of any Government owned equipment.

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c. Utilities: The Government will furnish all reasonable amounts of fresh water and electric current at existing outlets required for the work to be performed under the contract at no cost to the Contractor.

d. Emergency Medical Care: Basic first responder emergency medical care is available to Contractor employees who suffer an on-the-job injury through the Base Fire Department; by calling 911 from an on base land line or 414- 944-8458 by cell phone. Emergency medical care outside of first response care is solely the responsibility of the Contractor.