SOW Maintain Roads and Parking.pdf

STATEMENT OF WORK (SOW)

Maintain Roads, Markings, Surfaces, QYZH 26-0016

Mountain Home AFB, ID

Invitation For Bids - Construction Only 11 February 2026

OVERALL OBJECTIVE

1. Maintain Markings on various streets as shown on drawings, clean and restripe existing markings including centerline, stop bars, pedestrian crosswalks, etc. See attached maps for location.

2. Mill and overlay will be 2-inch depth for all areas as shown for 1st Ave, 7th Ave, 12th Street, 14th Street, Ironwood Drive, and Trap St. See attached maps for locations.

3. After milling, seal exposed cracks remaining in the asphalt including the crack along the edge line of the gutter where gutters exist.

4. Maintain Markings on Aardvark, Phantom, Alpine, Rosewood, Red Fir, and E Street. Clean and repaint existing markings, including crosswalks and stop bars. Mill and overlay 1st Ave, 7th Ave, 12th Street, 14th Street, and Ironwood Drive to include new road markings as required.

PROJECT DESCRIPTION

1. Location: Mountain Home Air Force Base, Idaho; see attached maps

2. The performance period for the total project is 90 days.

3. Only the Contracting Officer is authorized to make changes and/or modify the contract and/or delivery order.

4. The Contractor shall meet OSHA standards and any other applicable safety laws and regulations. The Contractor must notify Safety, Contracting, and Civil Engineering on any safety emergencies.

5. The contractor must use their own survey data generated for construction drawings to maintain proper elevations and achieve adequate drainage.

a) Mill and overlay work will match existing elevations except as needed to provide proper drainage.

b) The centerline of the new asphalt shall be the high point with a 1% slope to either edge of the pavement to provide proper drainage to the shoulders.

c) The elevation of the centerline may be adjusted to meet the 1% slope requirement but shall not be any lower than its current elevation.

d) We expect the contractor to provide its expertise to provide proper drainage for new pavement on all Mill and Overlay work.

e) The Contractors Construction Drawings will be provided to the Gov in pdf format as Submittal, see Submittal Schedule.

6. Nuclear density gauge authorization is required prior to bringing a device(s) on Mountain Home AFB. Authorization could take up to 30 days. The following information shall be provided for all required devices to start the authorization process:

a) NRC Form 241

b) Leak test documentation

c) Radiation safety and nuclear density gauge training documentation

d) Radiation Safety Officer’s contact information.

7. The Contractor shall hold weekly coordination meetings to discuss status, future scheduled work (3-week lookahead), submittals, Requests for Information (RFIs), safety, coordination requirements, etc. Meeting agendas and meeting minutes shall be provided by the contractor to all attendees.

8. All dimensions provided herein are Government estimates and must be field verified by the contractor for proposals. Pre-bid site visits will be provided to prospective contractors and scheduled by the Contracting Officer.

BASE BID:

a) Maintain Markings on Aardvark, Phantom, Rosewood, Red Fir, E Street and

Alpine. Clean and repaint existing markings, including crosswalks and stop bars.

Approximately:

75,000 LF for centerlines 10,400 SF for stop bars and crosswalks

b) Mill and Overlay 1st Ave, 7th Ave, 12th Street, 14th Street, and Ironwood Drive as shown on attached maps.

Approximately: 11,700 SY

c) Crack Seal as needed on the milled asphalt surface where cracks exist. Do not seal the crack along the gutters’ edge where gutters exist. Small cracks are considered not to exceed 1 ½” in width. Medium cracks are considered exceed 1 ½” but be no larger than 4” in width. Depending on depth, medium cracks can be filled to 1 ½” below surface with sand to conserve sealant.

BID OPTION 1:

Mill and Overlay Trap St. to include markings and crack seal. See attached maps.

Approximately: 6,700 SY Approximately: 40,000 LF – Small Cracks Approximately: 3,500 LF – Medium Cracks

9. All existing asphalt to be removed will be removed by milling.

a) Milling should be conducted to the full extent of the scope in a continuous operation as efficiently as possible to help minimize costs.

b) Milled asphalt material will remain on Mt Home Air Force Base and placed at a nearby location designated by the 366th CES Heavy Repair Shop, Mr. Ryan Benzie, 208-828-6501.

c) Flaggers shall be utilized during milling operations to ensure traffic flow around equipment. Flaggers should move with the machines during operations. Include this in your Traffic Control Plan.

GENERAL REQUIREMENTS

1. Work shall include furnishing all labor, materials, services, oversight and direction to complete the construction of the requirements identified in this Statement of Work (SOW), the project Design and Specifications.

2. Provide adequate professional supervision, quality control, and safety to ensure the accuracy, quality, timeliness, delivery, and completeness of the work during the execution of the construction.

3. Provide construction, materials, equipment, testing, and submittals as required by the SOW, attached Specifications, and Submittal Schedule included in this contract.

4. Construction Drawings: Contractors Construction Drawings will be provided to the government as submittal. During the progress of the work, the Contractors construction drawings must include final elevations and show adequate drainage.

Drawings will be maintained at the job site, available for inspection by the Government. Upon completion of the project the final Construction Drawings shall be submitted to the government Contracting Officer and Project Manager, electronically in PDF format.

5. Working Hours: Normal working hours for the Government Project Manager and Construction Inspector are between 6:30 am – 4:30 pm Monday thru Friday; however, any reasonable time between 06:00 am to 8:00 pm is allowed for the Contractor to implement work for this project.

6. The Contractor shall provide timelines and critical path items showing an understanding of the project requirements and capability in achieving the desired period of performance provided in this SOW.

7. Work Schedule: The Contractor shall submit for approval a baseline work schedule to the Government before start of work. During project execution, the contractor is required to submit a Contract Progress Schedule and Contract Progress Report for verification and PayApp/payment.

8. If the Contractor chooses to have storage or facilities at the work site, the Government will provide an area within reasonable distance of utilities. The Contractor shall restore the land to its original condition within thirty (30) days of contract completion.

9. Traffic Control: A traffic control plan, project phasing plan, and schedule shall be submitted for approval prior to any work being performed. All facilities along roads and streets receiving work shall have continuous and uninterrupted access to the maximum extent possible. All traffic control shall conform to the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUCTD).

10. Utilities: Subject to available supply, the Government will furnish reasonable amounts of electricity and water from existing outlets and supplies, without charge to the Contractor. The Contractor shall conserve the use of utilities. The Government, at their discretion, can charge the Contractor for utilities if the Contractor is using poor conservation practices. The Contractor shall install, maintain and remove any temporary connections and distribution lines at their own expense. If temporary lines are associated with this project, they shall be removed prior to the final acceptance meeting. Communications access may not be available to the Contractor and the Contractor may be required to use wireless communications.

11. Submittals: Submittal Register is provided within the Design Specifications. The Contractor shall submit to the Contracting Officer for review and approval the following information: Manufacturer's product brochures and catalog data for all equipment, components and materials to be used and installed. All material Submittals shall be original vendor information (not copies).

12. The Contractor shall secure all supplies and equipment stored on the project site to discourage theft or damage. Contractor shall maintain the project site in a clean, safe and orderly manner. Protection and security for materials and equipment on site is the sole responsibility of the Contractor.

13. The Contractor shall hold weekly progress meetings to discuss status, future scheduled work and any coordination requirements.

14. Pre-Final and Final Inspections:

a. The Contractor shall request from the Contracting Officer a final acceptance meeting. The request shall be in writing (email is sufficient) at least three (3) working days prior to the meeting.

b. Meeting will be chaired by the Contracting Officer and attended by appropriate Government and Contractor personnel. It is mandatory the superintendent be in attendance.

c. If any Contractor personnel are still working on the project, the Contracting Officer will immediately cancel the final acceptance meeting and direct the Contractor to reschedule when the work is complete.

d. If during the final acceptance meeting it becomes obvious to the Contracting Officer that the project is not ready for final acceptance, the Contracting Officer will immediately cancel the final acceptance meeting and direct the Contractor to reschedule when the work is complete.

e. The Contractor will generate a punch list of deficiencies that must be completed prior to the Government taking beneficial occupancy of the facility. During the final acceptance meeting, the Contracting Officer will ask the Contractor how much time he/she requires to correct the deficiencies and both parties will come to an agreement on the number of days to correct the deficiencies. The Government will schedule a meeting to verify the deficiencies are corrected

15. The Government Project Manager and Construction Inspector will inspect all work, materials or equipment used on site at any time during execution of the work.

16. Concealed Work: All items of work to be concealed such as sealant, shall be inspected by the Government prior to concealment. All Government inspection shall be within the work hours specified in paragraph 5. above “Work Hours.”

COORDINATION and AUTHORITY

1. All work shall be conducted under the general direction of the CO. References to “Contracting Officer” in the scope of work, specifications, drawings, etc. may be interchangeable with Contracting Officer’s Representative (COR), Contracting Officer’s Technical Representative (COTR), Project Manager (PM), Inspector, Subject Matter Expert (SME), “shop”-specific personnel, or other Government representative(s) that are assisting the CO with technical monitoring or administration of contract requirements, identified, appointed, or delegated certain responsibilities by the CO.

2. Under no circumstances shall anyone other than the Contracting Officer (CO) have authority to make any commitments or changes on behalf of the Government with the contractor that affect price, quality, quantity, delivery, or any other terms and conditions of the contract, nor shall any other Government representative in any way direct the contractor or its subcontractors to operate in conflict with the contract terms and conditions.

3. Upon award, the Contractor shall proceed with securing payment and performance surety bonds. No other efforts shall commence until the CO issues a Notice to Proceed (NTP) except for attendance of a preconstruction conference. The conference will be held with the CO prior to the start of construction at the work site. Upon receipt of an NTP, the Contractor shall proceed with all other efforts required by the contract. All preconstruction submittals shall be approved prior to commencement of any construction at the work site, unless otherwise authorized by the CO.

WORK PROGRESS and SCHEDULE

1. The scheduling and reporting of percentage of completion contemplated by FAR Clause 52.232-5 Payments under Fixed-Price Construction Contracts and 52.236-15, Schedules for Construction Contracts, shall be accomplished on or equivalent to an Air Force Form (AF) 3064, Contract Progress Schedule, and AF Form 3065, Contract Progress Report.

2. The project schedule shall incorporate, as applicable, milestone events specified in the contract, including, notice to proceed, substantial completion, milestones related to specified work phases and site restrictions, Contractor-defined milestones to identify target dates for critical events based upon the Contractor's chosen sequence of work, and depict all major activities necessary to complete the work.

3. The Contractor shall also prepare and submit for approval a cost breakdown of the Contract price, to be referred to as the “schedule of values”, assigning values to each major activity necessary to complete the work. Values must include all direct and indirect costs, although a separate value for bond costs may be established.

4. The schedule of values must contain sufficient detail to enable the Contracting Officer to evaluate applications for payment. If the percentage completed for the monthly reported period is less than the approved scheduled percentage the contractor shall provide the CO with an explanation for falling behind. If progress will not be regained within the next monthly reported period, the contractor shall provide the CO a supplementary schedule for approval demonstrating how progress will be regained.

5. Progress payments may be made up to substantial completion (95%) and after a pre-final inspection has occurred with the CO. The final progress payment of 5% (Final Invoice) will only be made following completion of any remaining punch-list items and final inspection, submission of the final progress report (100%), any remaining submittals, records, drawings, payrolls, Standard Form 1413s, release of claims, and other closeout documents, and turnover of Government property (materials, equipment, keys, etc.).

6. Weekends, Federal holidays, and any associated ‘AF Family Day’ are non-workdays and decrease the availability of Government personnel for coordination. Federal holidays are: New Year’s Day (and associated Family Day); Birthday of Martin Luther King Jr; Inauguration Day; Washington’s Birthday/President’s Day (associated Family Day); Memorial Day (associated Family Day); Juneteenth National Independence Day; Independence Day (associated Family Day); Labor Day (associated Family Day); Columbus Day; Veterans Day; Thanksgiving Day (associated Family Day); and Christmas Day (associated Family Day).

7. Further decreased availability of Government personnel shall be anticipated during the workweeks of the Thanksgiving, Christmas and New Year’s holidays.

8. It is the responsibility of the Contractor to adequately plan for and schedule all coordination necessary (i.e. base/site access, submittals, construction) in advance of known non-workdays.

9. Coordinate work during weekends and holidays with the Project Manager and/or Project Inspector at least two weeks in advance.

CODES AND STANDARDS

1. Work shall meet the requirements of the plans and specifications provided and shall not be less than the minimum requirements of applicable sections of the latest Codes and Standards of following organizations (Not All Inclusive - See Each Specification Division)

AASHTO - American Association of State Highway and Transportation Officials

ABA – Architectural Barriers Act

ACI - American Concrete Institute

AFI - Air Force Instructions

ASTM - American Society for Testing and Materials

ISPWC - Idaho Standards for Public Works Construction

MUTCD - Manual on Uniform Traffic Control Devices

NCMA - National Concrete Masonry Association

UFC - Unified Facilities Criteria

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

ITD Standard Spec 702-Asphalt

ITD Standard Spec 703.01-General Requirements (Aggregates)

SAFETY

1. The Contractor shall comply with the requirements of the Corps of Engineers Safety Manual EM-385-1-1 at all times in the performance of this Contract. Hazards to the safe use of the premises due to the Contractor's work and/or equipment shall be suitably marked at all times. Pedestrian and vehicle traffic ways shall be kept clear and unobstructed.

2. The Contractor shall submit with the Quality Control Plan, the name of the designated on- site safety persons responsible for ensuring that all safety and accident prevention provisions of this Statement of Work are implemented and enforced. The Contractor shall ensure his personnel receive safety training and briefings and that all safety inspections, practices, and procedures are within compliance. The name of the designated on-site safety persons, safety training, briefings, inspections, practices and procedures shall be included in the Quality Control Plan.

3. The Contractor shall indoctrinate each employee to ensure clear understanding of the following subject areas, but not limited to:

a. The purpose of the accident prevention program (i.e., to minimize hazards and prevent injuries).

b. A review of the hazards inherent in the work environment and the precautions to be taken.

c. Location of first aid and other emergency facilities.

d. A detailed description of what to do in case of injury, fire, or identification of a safety hazard.

e. Review of cleanup procedures.

f. Required safety equipment including earplugs, goggles, face guards, respirators, protective clothing, hard-hats, etc. (when and how to use).

g. Location of company safety rules (posting or handout).

h. Identification of the Contractor employees responsible for safety/accident prevention.

2. In addition to normal safety practices, the Contractor shall comply with the following requirements:

a. The safety of Contractor personnel on-site is the Contractor's responsibility.

b. All personnel shall receive an initial Air Force safety briefing, prior to site entry, and will comply with all requirements set forth in that briefing. All personnel shall comply with Air Force on-site safety procedures and the US Army Corps of Engineers Safety Manual EM-385-1-1 as directed by the Contracting Officer.

c. The Contractor shall ensure that safety barriers/portable ladders, ladder extensions, or environmental covers are properly installed at access hatches and excavations.

d. Equipment shall be placed so as not to impede normal traffic in and out of the work area, nor to interfere with emergency exit from work area and off-site.

e. Extreme caution must be exercised to preclude personal contact with energized electrical circuits. Contractor shall comply with NFPA 70 and 72E for electrical safety.

f. Hard-hats shall be worn in accordance with EM-385-1-1 requirements and hard-toed safety shoes shall be worn by all personnel at all times on the work site. Other safety items such as ear protection, respirators and safety glasses, which are required by EM-385-1-1 and/or the manufacturer of products for specific hazards, shall be available and used as necessary.

g. All heavy equipment shall be equipped with backup alarm in accordance with EM- 385-1-1regulations.

h. All vehicles shall be in safe operating condition. Vehicles and equipment not in compliance with EM-385-1-1requirements shall not be allowed on site.

3. First aid and medical requirements are as follows:

a. The Contractor shall comply with accident response requirements. These requirements are provided in a safety briefing by base personnel at the

b. pre-construction conference. The Contractor shall keep these requirements on file at the working site for inspection by Air Force personnel and the Contracting Officer Representative (COR).

c. The Contractor shall maintain an emergency first aid kit at the work site.

d. All accidents (employee injuries and vehicle, building, or equipment property damage, etc.), regardless of severity, shall be reported promptly to the Contracting Officer.

ENVIRONMENTAL CONSIDERATIONS

1. The Contractor must provide appropriate soil erosion and sediment controls during construction.

2. Reference Specification 01 57 19, Temporary Environmental Controls, provided in the specifications section. Chapter 3 discusses Protection of Natural Resources including sediment control measures and practices, surface and groundwater protection.

SUBMITTALS

1. Submittal Register is provided within the Design Specifications. The Contractor shall submit to the Contracting Officer for review and approval the following information:

Manufacturer's product brochures and catalog data for all equipment, components and materials to be installed. All material Submittals shall be original vendor information (not copies).

a. All submittals will be coordinated through the Contracting Office using an AF Form 3000. The CO may request submittals in addition to those specified when deemed necessary to adequately describe work covered.

b. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements. If the submittal is incomplete or otherwise does not provide the Government with sufficient detail, the CO may request additional information to determine compliance;

such requests shall not be construed as Government delay or entitle the contractor to any equitable adjustment.

c. The Government shall be allotted 14 calendar days after the date the Government receives the submittal to complete reviews. Upon transmission of the submittal to the Government the contractor shall confirm its receipt.

d. Approval of a submittal shall not be construed as a complete check and indicates only that the Government does not otherwise object to the submittal.

e. Approval shall not relieve the contractor of the responsibility to meet contract requirements or for any error.

SECURITY CONSIDERATIONS and BASE ACCESS The security requirements set forth in this section represent the minimum acceptable security standards for this project. The security requirements set forth in this section are intended to supplement the contract, other specifications and other security standards applicable to the Contractor. Nothing in this section is intended to supersede the contract, other specifications or other security standards applicable to the Contractor. Any questions concerning the purpose and scope of this section or any perceived conflicts between this section and other contract documents and security standards should be immediately brought to the attention of the USG Contracting Officer (KO) and USG Project Manager.

1. All workers shall be subject to the base rules of entry and exit and subject to search at any time.

2. The Contractor shall cooperate fully in all security matters, which may arise relating to this contract and/or base activities.

3. It is prohibited to carry/use weapons on the site without prior USG approval. If approval is granted, personnel will abide by Base policies for authorized use.

4. Cell phones are authorized on the site.

5. All personnel shall be vetted by the USG before given access to the project site.

6. Base Access must be obtained by completing an SF Form 30 for all individuals who need access to the project site. The SF Form 30 will be provided to the Contractor after contract award. Individuals will be vetted for security and granted access with the approved SF30.

7. The Contractor shall submit all project SFS Form 30s to the CO (Sponsor) for processing to the VCC prior to the two-week lead time. No consideration shall be given to the Contractor for delays or cost increases experienced due to failing to request base access in a timely manner, nor due to the denial of base access to a contractor or subcontractor employee following the Government-performed background check.

8. Base access under this contract shall adhere to the most current entry protocols found at https://www.mountainhome.af.mil/Base-Resources-Helping-Agencies/Visitors- Control-Center/ https://www.mountainhome.af.mil/Base-Resources-Helping-Agencies/Visitors-Control-Center/ https://www.mountainhome.af.mil/Base-Resources-Helping-Agencies/Visitors-Control-Center/

9. All the aforementioned security procedures are strictly enforced. Inappropriate action and/or violations may result in the immediate termination and removal of said individual and/or Contractor from the base.

PERSONNEL

1. The Contractor shall employ sufficient management and contract administration resources, including personnel responsible for project management, field superintendence, change order administration, estimating, coordination, inspection, and quality control, to ensure proper execution and timely completion of work.

2. The Contractor shall designate a principal of the firm or other senior management official to provide executive oversight and problem resolution resources to projects for the life of the contract.

3. The Contractor shall employ and require its subcontractors to employ only qualified personnel to perform work required for each project.

4. The Government reserves the right to exclude, or remove from the worksite, any personnel for reasons of incompetence, carelessness, or insubordination, who violate rules and regulations concerning conduct on federal property, or whose continued employment on the worksite is otherwise deemed by the Government to be contrary to the public interest.

5. Under this Contract, the contractor may “dual-hat” the positions of Superintendent, Safety, and Quality Control manager.

6. The Contractor shall ensure their designee meets or exceeds the required qualifications of each role for which they are designated. Prior to construction, the Contractor shall provide the CO with written designation for each role, proof of qualifications for each designee, and work contact information (desk/mobile phone, email).

a. Superintendent: The project superintendent must be an individual with a minimum of 10 year’s experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting the schedule and construction drawings. If the superintendent is permitted to also serve as the Quality Control (QC) Manager, the superintendent must also possess those qualifications.

b. Quality Control Manager (QCM): The QC Manager must be an individual with a minimum of 5 years combined experience in the following positions:

Project Superintendent, QC Manager, Project Manager, Project Engineer or Construction Manager on similar size and type construction contracts which included the major trades that are part of this contract. The individual must have at least 2 years experience as a QC Manager. The individual must be familiar with the requirements of the US Army Corps of Engineers, Construction Quality Management (CQM) program.

c. Site Safety and Health Officer (SSHO): All SSHOs will have met the training and experience requirements in EM 385-1-1 and this contract.

d. Environmental Manager: The Environmental Manager must be an individual trained to adequately accomplish the following duties: ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure Contractor personnel are trained in 40 CFR requirements in accordance with their position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out.

PROJECT CLOSEOUT

1. Contractor shall request from the CO a final acceptance meeting. The request shall be in writing (email is sufficient) at least three (3) working days prior to the meeting.

2. Meeting will be chaired by the CO and attended by appropriate Government and Contractor personnel. It is mandatory the Contractors Project Superintendent be in attendance.

3. If during the final acceptance meeting it becomes obvious to the CO that the TO is not ready for final acceptance, the CO will immediately cancel the final acceptance meeting and direct the Contractor to reschedule when the work is complete.

4. The Government will generate a punch list of deficiencies that the Contractor must complete prior to the Government taking beneficial occupancy of the facility. During the final acceptance meeting, the CO will ask the Contractor how much time he/she requires to correct the deficiencies and both parties will come to an agreement on the number of days to correct the deficiencies. The Government will schedule a meeting to verify that the deficiencies are corrected.

5. Upon final acceptance, the contractor must provide complete DD Form 1354, Transfer and Acceptance of Real Property. These forms are available on-line or upon request to the Gov Project Manager.

WARRANTY OF CONSTRUCTION:

1. In addition to any other warranties in this contract, the Contractor warrants that work performed under this contract conforms to the contract requirements and is free of any defect in equipment, material, workmanship or contractor furnished design or that furnished by any subcontractor or supplier at any tier. This warranty shall not limit the Government’s rights under the Inspection and Acceptance clause of this contract with respect to latent defects, gross mistakes and/or fraud.

2. This warranty shall continue for a period of one (1) year from the date of final acceptance of the work.

3. If the Government takes beneficial occupancy of a portion of the project, prior to final acceptance of the entire project, the warranty for the portion occupied will commence on the date of its occupancy.

4. For all other portions not beneficially occupied, the warranty shall begin on the date of their beneficial occupancy, or final acceptance of the entire project, whichever occurs first.

5. In the event the Contractor’s warranty of this clause has expired, the Government may bring suit, at Government expense, to enforce a subcontractor’s, manufacturer’s, or supplier’s warranty.

6. The Contractor shall remedy, at the Contractor’s expense, any failure to conform or any defect. In addition, the Contractor shall remedy, at the Contractor’s expense, any damage to Government-owned or controlled real or personal property when that damage is the result of:

a. The failure by the Contractor, subcontractor, or supplier at any tier, to conform to contract requirements or,

b. Any defect of equipment, material, workmanship, or design furnished.

7. The Contractor shall restore any work damaged in fulfilling the terms and conditions of this clause. The Contractor’s warranty with respect to work repaired or replaced will run for one year from the date of repair or replacement.

8. The Contracting Officer shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage.

9. If the Contractor fails to remedy any failure, defect, or damage within a reasonable time after receipt of notice, the Government shall have the right to replace, repair, or otherwise remedy the failure, defect, or damage at the Contractor’s expense.

10. With respect to all warranties, express or implied, from subcontractors, manufacturers or suppliers for work performed and materials furnished under this contract, the Contractor shall:

a. Obtain all warranties that would be given in normal commercial practice.

b. Require all warranties to be executed, in writing, for the benefit of the

Government if directed by the Contracting Officer and enforce all warranties for the benefit of the Government if directed by the Contracting Officer. Emergency warranty calls shall not exceed a 4-hour response time, while routine warranty response time shall not exceed three (3) workdays.

c. In response to an emergency warranty call the Contractor shall inspect the warranty item(s) and begin repairs or preparations for repairs within four (4) hours.

d. The Contractor shall respond to routine warranty calls in the same manner as emergency warranty calls within three (3) working days.

11. Unless a defect is caused by the negligence of the Contractor, subcontractor, or supplier at any tier, the Contractor shall not be liable for the repair of any defects of material or design furnished by the Government or the repair of any damage that results from any defect in Government-furnished material or design.

12. Manufacturer or other warranties in excess of one year shall inure to the Government.

The Contractor shall execute assignment of any and all such warranties to the benefit of the Government.

CONTRACTOR LAYDOWN AND FACILITIES:

1. If the Contractor chooses to have storage or facilities on MHAFB, the Government will provide a laydown lot within a reasonable distance of utilities. The Contractor shall restore the land to its original condition within thirty (30) days of completion.

2. If the Contractor chooses to have a material storage yard MHAFB, the Contractor will be required to provide and install an approved fence to secure the area. The fence shall have a screen attached to conceal the materials inside.

3. If the Contractor chooses to have temporary facilities at MHAFB, the Contractor shall be responsible for any costs associated with their facilities to include mobilization, demobilization, trailers, skirting, utility lines, connections and site restoration.

Contractor temporary facilities shall be located within the 50’ x 100’ lot provided on MHAFB. The facilities must conform to MHAFB’s color scheme, architecture standard and be in good repair. Contractor on-site offices shall comply with handicapped accessibility laws and regulations. See General Requirements for utilities availability.

POINTS OF CONTACT

Contracting Officer (KO): Jeremy Hemington jeremy.hemington.1@us.af.mil

Project Manager (PM): James A. Byron james.byron.3.ctr@us.af.mil

Construction Inspector (CI): Jerry Ledford jerry.ledford.1@us.af.mil

Attachments:

1. Specifications

2. Maps

3. Submittal Schedule mailto:jeremy.hemington.1@us.af.mil mailto:james.byron.3.ctr@us.af.mil mailto:jerry.ledford.1@us.af.mil