01 FA489725B0006 Statement of Work.pdf

SCOPE OF WORK (SOW)

Mountain Home Air Force Base (MHAFB) Project No. QYZH 23-0023

Repair Desert Street 14 March 2025

OVERALL OBJECTIVE

1. In accordance with this project scope of work, its attachments, and the project specifications and drawings, perform the following general objectives:

a. Remove existing asphalt pavement, concrete curb and gutter, base course and subgrade.

i. Existing asphalt shall be removed by milling.

ii. Milling should be conducted to the full extent of the scope in a continuous operation.

iii. Milled asphalt material will remain on MHAFB and placed at a nearby location designated by the 366th CES Heavy Repair Shop, Mr. Ryan Benzie, 208-828-6501.

b. Replace with new hot mix asphalt pavement, concrete curb and gutter, base course, and subgrade.

c. Landscape areas along Desert Street.

PROJECT DESCRIPTION

1. Location: The work site is located on Mountain Home Air Force Base (MHAFB), Idaho, 83648, at Desert Street, between the intersections of Aardvark Avenue and 2nd Avenue. The entire project is divided into separate work items identified as Phases 5 through 8 as shown on the drawings.

a. BASE BID (Line Item 0001): Phase 5, Station: 112+80 to 119+60

b. OPTION 1 (Line Item 1001): Phase 6, Station: 119+60 to 126+40

c. OPTION 2 (Line Item 1002): Phase 7, Station: 126+70 to 138+80

d. OPTION 3 (Line Item 1003): Phase 8, Station: 138+80 to 145+76

2. Completion Period: For the base bid item, Phase 5, is 150 calendar days; 30 additional calendar days will be added to the completion period for each option, Phases 6 to 8, should the Government elect to exercise an option. The intent is for all work to be completed in one effort and contiguously. The project shall be 100% complete within the time stated.

3. Government Points of Contact (POC):

a. Contracting Officer (CO): Jeremy Hemington, jeremy.hemington.1@us.af.mil

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

c. Construction Inspector (CI): TSgt John Oladeji, oladimeji.oladeji@us.af.mil mailto:jeremy.hemington.1@us.af.mil mailto:james.byron.3.ctr@us.af.mil mailto:oladimeji.oladeji@us.af.mil

GENERAL REQUIREMENTS

1. The Contractor shall provide all construction services, labor, materials, and equipment necessary to complete the requirements identified in this scope and the project design drawings and specifications.

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

3. Attachment 3 Design and Construction Plans, Surveys & Studies and Contract Services Geographic Information System (GIS) Deliverables, shall be adhered to in its entirety.

4. GIS Data requirements are described in attachment 3 and as-built drawings must be provided and conform to GIS Data requirements.

5. AutoCAD set of drawings will be provided to Contractor within 14 days of contract award.

Coordinate with the CO and PM to obtain a set of AutoCAD drawings if desired.

6. Red-Line Construction Drawings: During the progress of the work, the Contractors construction drawings must record any changes and corrections from the original design drawings. These red-lined drawings will be maintained at the job site, available for inspection by the Government. Upon completion of the project the red-line drawings shall be submitted to the government CO and PM, electronically in PDF format.

7. Working Hours: Normal working hours for the Government PM and CI are between 7:30 am to 4:30 pm local Monday thru Friday; however, any reasonable time between 06:00 am to 6:00 pm local is allowed for the Contractor to implement work for this project. Work outside normal working hours shall not occur without coordination with the PM and/or CI and approval by the CO.

8. 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).

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

9. Utilities: Subject to available supply, the Government will furnish reasonable amounts of electricity, water and sanitary sewer (vault latrines) 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.

10. Utility Locates (Dig Permit AF Form 103): The Contractor is responsible for calling Idaho Digline to initiate the dig permit process (1-800-342-1585). Digline will contact all local utilities, and MHAFB. The Base will perform locates of on Base utilities.

11. MHAFB Customer Service section in Building 1300 will prepare AF Form 103 that must be in the

Contractor possession prior to performing any construction work. Note that MHAFB requires 10 workdays for this process after the Contractor contacts Digline. The approved permit shall be valid for a period not to exceed 180 calendar days. All markings shall be accomplished with water-based chalk (Aervoe Pacific Inc. 1-800- 227-0196 or equal).

12. Detailed permit procedures and guidelines shall be provided to the Contractor during the Preconstruction Conference.

13. Digging within three feet of buried communications cables, environmental monitoring wells, electrical cables, irrigation systems, and gas lines shall be performed by hand digging until the utility is exposed. The Government shall be notified three days prior to digging within a three- foot area near this utility. The cable piping routes must be marked prior to excavation in the area.

14. The Contractor shall be held responsible for any damage to a marked or identified utility by excavation procedures. Once the utility is exposed, mechanical excavation may be used if there is no chance of damage occurring to the cable or piping system. The Contractor is responsible for all utility locates on site and for maintaining the markings for the life of the Project.

COORDINATION AND AUTHORITY

1. Under no circumstances shall anyone other than the 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.

2. All work shall be conducted under the general direction of the CO and shall be subject to daily inspection by the Government at any time. 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.

3. The Contractor shall confirm with the CO and PM who is/are the responsible Government representative(s) for the Contractor to successfully coordinate all construction activities. When a work task specifically requires the presence/witness of a responsible Government representative, the Contractor shall ensure the presence/witness is coordinated not later than one week before the work task is scheduled to be completed.

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

5. Nuclear density gauge authorization is required prior to bringing a device(s) on MHAFB.

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.

WORK PROGRESS AND SCHEDULE

1. 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 and PM prior to the start of construction at the work site.

2. Upon receipt of the 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.

3. Work Schedule: The Contractor shall submit for approval a baseline work schedule to the Government before start of work. Refer to the specifications for schedule requirements in addition to those contained within this SOW. 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.

4. 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 MHAFB AF Form 3065, Contract Progress Report.

5. 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.

6. 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. The schedule of values must contain sufficient detail to enable the CO to evaluate applications for payment.

7. 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.

8. 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.).

9. 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).

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

11. Work on weekends and/or holidays shall not occur without two weeks advance notice to the PM and/or CI and approval by the CO.

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

DAFI - 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 meet OSHA standards and any other applicable safety laws and regulations.

The Contractor must notify Safety, Contracting, and Civil Engineering on any safety emergencies.

2. 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.

3. 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.

4. 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 CO.

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 preconstruction conference.

The Contractor shall keep these requirements on file at the working site for inspection by the Government.

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

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

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.

3. Testing for Metals in Subbase Material:

a. Any excess soil or base coarse shall be analyzed for on-base reuse as fill.

b. One ten-point composite sample shall be taken per 100 cubic yards of material and tested for TOTAL RCRA 8 Metals, BTEXN and PAH.

c. Test results shall be submitted to the CO for evaluation.

d. Once approved, the excess material shall be transported to Red Fir Avenue, outside the Munitions Storage Area. The PM will identify the exact location.

e. The material will only require dumping; no grading or compaction is required.

f. If the material is unsuitable for reuse as fill, a modification to the contract will be required.

4. Testing for Pesticide/Chlordane in Subbase Material:

a. Phase 5 area shown on drawings and depicted in attachment 6 must be completed.

b. The existing soil and base course between B2306 and 2371 is suspected to contain chlordane, a hazardous pesticide. See attached map. Any excess soil or base course shall be analyzed to determine disposal and/or re-use on MHAFB.

c. One ten-point composite sample shall be taken for every 100 cubic yards of material and tested for TCLP RCRA Metals and TCLP for Chlorinated Pesticides (for a hazardous waste determination).

d. One ten-point composite sample shall also be taken for every 100 cubic yards of material and analyzed for TOTAL RCRA Metals and TOTAL for Chlorinated Pesticides, BTEXN and PAH (for a reuse determination).

e. Test results shall be submitted to the CO for evaluation.

f. If the material is tested after excavation and stockpiling, the soil shall be placed on an impermeable membrane, covered, and labeled as hazardous waste pending analysis.

g. The soil shall be tested and disposed of within 90 days of excavation.

h. The soil is expected to be considered non-hazardous, requiring disposal at the subtitle D landfill. If testing indicates the soil is suitable for reuse on-base (approval is required), please coordinate with the project PM for the exact location. If testing indicates the material is considered hazardous waste, the soil shall be disposed of at a subtitle C landfill. In either case, a modification to the contact will be required.

SUBMITTALS

1. The Submittal Register is provided within the specifications. The Contractor shall submit materials to the CO for review and approval with the following information (at a minimum): 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.

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

3. 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.

4. The Government shall be allotted 14 calendar days after the date the Government receives any submittal (initial or resubmission) to complete reviews. Upon transmission of the submittal to the Government the contractor shall confirm its receipt. The Contractor shall be allotted 14 calendar days for resubmission. This allotment shall not be construed as any extension of the schedule or contract completion date.

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

SECURITY CONSIDERATIONS AND BASE ACCESS

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 MHAFB policies for authorized use.

4. Cell phones are authorized on the site.

5. The base Visitor Control Center (VCC) must receive a Security Forces Squadron (SFS) Form 30 for each contractor and subcontractor employee that needs access to the base not later than two weeks prior to construction start or otherwise before a valid need for base access. 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. 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/

6. The 366th Fighter Wing Commander may at any time deny or restrict entry to or exit from MHAFB.

Typically, these occurrences are in the interest of heightened security conditions and public safety concerns. Contractors and their subcontractors shall anticipate the potential for minor entry or exit delays due to the nature of performing work on a military installation. Contractors shall further anticipate the potential for base closure or delayed reporting of Government personnel due to the expectation of or active poor weather conditions. Public notifications of base closures and delayed reporting of Government personnel due to poor weather conditions are available on the Mountain Home Air Force Base Gunfighters Facebook page.

7. Inappropriate actions and/or violations may result in the immediate removal of the offender 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. For this project the contractor may combine, “triple-hat”, the positions of Superintendent, Site Safety and Health Officer, and Quality Control Manager, provided the individual meets the qualifications of each. A separate Environmental Manager is required.

6. The Contractor shall ensure their designees 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 of 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.

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 https://www.mountainhome.af.mil/Base-Resources-Helping-Agencies/Visitors-Control-Center/ construction contracts which included the major trades that are part of this contract. The individual must have at least 2 years of experience as a QC Manager. The individual must be familiar with the requirements of EM 385-1-1and have experience in the areas of hazard identification, safety compliance, and sustainability.

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.

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 contract 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.

4. 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.

PROJECT CLOSEOUT

1. Pre-Final and Final Inspections:

a. The Contractor shall request a pre-final inspection with the CO at 95% completion. Any remaining work shall be minor in nature; major work elements shall be complete and the site otherwise ready for its intended use. The request shall be in writing (email is sufficient) at least three (3) working days prior to the date requested.

b. The pre-final will be led by the CO and attended by appropriate Government and Contractor personnel. The Superintendent shall be in attendance.

c. A punch-list of deficiencies will be generated that must be completed prior to a final inspection.

c. If any Contractor personnel are still working on major elements of the project, the CO will immediately cancel the inspection and direct the Contractor to reschedule when the work is complete.

d. The Contractor shall request a final inspection when all punch-list items have been completed/corrected. All punch-list items shall be completed/corrected and final cleanup of the site accomplished prior to the contract completion date.

Attachments:

1. QYZH 230023 Design Drawings

2. QYZH 230023 Design Specifications

3. QYZH 230023 GIS Data

4. QYZH Pesticide/Chlordane Test Area

5. AF 3000

6. Example AF 3064

7. MHAFB AF 3065