SOW 26QA014.pdf

DESIGN BUILD SERVICES

STATEMENT OF WORK

FOR

MOUNTAIN HOME AFB

INSTALL BACKUP GENERATOR PRIMARY EOC, B1293

PROJECT NO. QYZH250023

3 MARCH 2026

Project: QYZH 250023 – Install Backup Generator Primary EOC, B1293

Contents Part 1 General Requirements

1. Introduction:

2. Background

3. Scope of Work

4. References:

5. Performance Criteria:

Part 2 Project Administration and Submittals

1. Project Management

2. Submittal Procedures

3. Quality Control:

4. Payment Schedule:

5. Work Restrictions:

Part 3 Technical Requirements

1. General Requirements / Provisions:

2. Site Work

3. Civil / Structural

4. Architectural

5. Mechanical / Plumbing

6. Electrical:

Part 4 Deliverables and Schedule

1. Design:

2. Project Schedule and Milestones:

Part 5. Government Furnished Information / Equipment or Materials

1. Government Furnished Information:

2. Government Furnished Equipment or Materials:

Part 6 Special Requirements

1. Security:

2. Site Access:

3. Environmental:

4. Health and Safety:

5. Project Close-out:

6. Other Special Requirements:

CHANGE LOG

Revision Date Author Page #’s Affected Description of Change

STATEMENT OF WORK

INSTALL BACKUP GENERATOR PRIMARY EOC, B1293

PROJECT NO. QYZH 250023

MOUNTAIN HOME AIR FORCE BASE, IDAHO

This Statement of Work (SOW) defines the requirements to procure Design-Build (DB) services to design, construct, and make operational a complete and functional back-up generator system. The Contractor shall furnish all personnel, services, equipment, and materials necessary for the performance of the work set forth herein.

Part 1 General Requirements

1. Introduction: The purpose of this project is for the DB Contractor to develop a full set of construction documents and execute all design, construction, installation, testing, and commissioning services required to deliver a turn-key emergency power system.

The DB Contractor shall conduct a comprehensive facility electrical load study to accurately determine the existing electrical demands and loads to calculate the required capacity for the new backup generator system. The findings will form the basis of the design for a reliable emergency power system that ensures continuity of operations for critical facility functions during a primary power outage.

This study is critical for accurately sizing the new backup generator, transfer switch, and associated components. The study will identify the total connected load, peak demand, and critical loads that must be supported by the generator to ensure the new system is appropriately sized, prevents overloads, ensures reliable operation during a power outage, and meets the facility's emergency power requirements.

2. Background: This project is to provide emergency back-up generator power to Mountain Home AFB, Emergency Management Facility (B1293), Emergency Operations Center (EOC), located in Classroom 1.

3. Scope of Work: The primary objective is to develop a complete and fully functional design and construction package for the installation of a new facility back-up generator. The DB Contractor shall provide all necessary architectural and engineering services to produce signed and sealed construction documents. This includes, but not limited to, performing a site investigation, conducting an electrical load analysis/study, all architectural and engineering design, developing drawings and specifications for the generator, automatic transfer switch (ATS), fuel system, structures, all associated electrical, structural, and civil site work, testing, and commissioning of the generator, automatic transfer switch (ATS), and all related electrical and mechanical systems.

A. Phase I: Design Services

1. Provide all architectural and engineering services necessary to produce a complete set of construction documents (electrical load study, design analysis, drawings, and specification.)

2. Conduct a comprehensive site investigation to document existing conditions and identify optimal equipment locations.

3. Perform a detailed facility electrical load study to accurately size the generator and all associated components.

4. Develop and submit a full design package (drawings, specifications, analysis) for government review and approval at the 35%, 65%, 95%, and 100% completion stages. Plans and Specifications must include these items:

5. The generator shall be Cummins Onan with a subbase double wall fuel tank.

6. Automatic transfer switch shall be Cummins Onan.

7. Dimensioned Layout Drawings (in pdf and CAD Files).

8. Identify all demolition and new construction work.

9. List all schedules and details as required.

10. Show Contractor haul route and staging areas.

11. Identify and provide specifications as required to address all areas of work.

12. Facilitate all design review meetings and formally adjudicate all government comments.

13. Identify and prepare all application documents for necessary construction permits.

B. Phase II: Construction Services

1. Provide all project management and supervision for construction activities.

2. Procure all equipment and materials as specified in the approved 100% design documents, including the generator, automatic transfer switch (ATS), and fuel system.

3. Perform all site work, including grading, excavation, and construction of the concrete generator pad.

4. Install the generator, ATS, fuel system, and all associated electrical and control wiring.

5. Perform all system testing, commissioning, and load bank testing to verify the system operates as designed.

6. Coordinate and facilitate all required government inspections.

7. Provide comprehensive operator training for government personnel.

4. References:

The design and installation of the generator and associated equipment shall comply with the most current editions of all applicable local, state, and federal codes and standards. Key governing documents shall include, but are not limited to, the following:

UFC 1-200-01 DoD Building Code UFC 3-201-01 Civil Engineering UFC 1-300-02, United Facilities Guide Specification Format Standard UFC 3-501-01, Electrical Engineering UFC 3-520-01, Interior Electrical Systems UFC 3-550-01, Exterior Power Distribution Systems UFC 3-560-01, Electrical Safety, Operation and Maintenance (O&M) AFMAN 32-1062, Electrical Systems, Power Plants, and Generators Whole Building Design Guide (WBDG) o Secure/Reliable: Standby Power Systems o Resource Page on Emergency Power and Standby Power o Building Type pages relevant to the specific facility for guidance on critical loads National Electrical Code (NEC), NFPA 70 Standard for Emergency and Standby Power Systems, NFPA 110 EM 385-1-1, USACE Safety and Health Requirements Manual 366 CES GIS Close-out Deliverables, Attachment 1.

01 57 19 Temporary Environmental Controls, MHAFB 20220614, Attachment 2.

5. Performance Criteria:

A. Place of Performance. The work is located at Building 1293, 359 Ready Road, Mountain Home AFB, Mountain Home Idaho. Attachment 3, 4, 5, and 6.

B. The DB Contractor shall complete all design, construction, and commissioning services outlined in this Statement of Work commencing from the date of contract award. The performance period includes the completion of all site investigations, design submittals, government reviews, material procurement, construction, and the delivery of the fully operational system, including final testing and commissioning. Key milestones must be met within the established schedule to ensure the project is completed on time.

The overall Period of Performance (PoP) for the design, engineering services, and construction shall be 280 calendar days from the date of contract award. The DB Contractor shall develop and provide a detailed project schedule within 10 days of the kick-off meeting that outlines all major milestones, submittal dates, review periods and construction to ensure the 280-day PoP is met.

C. Work Authorization. All work performed under this Statement of Work must be authorized in writing by the Contracting Officer. Any work performed without this explicit written direction will be done at the Contractor’s own risk and expense.

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. Changes are modified into the contract before the work can be accomplished.

Part 2 Project Administration and Submittals

1. Project Management. The DB Contractor shall be responsible for all aspects of project management, including scheduling and coordination with government personnel. The Contractor must coordinate all site access, utility shutdowns, and on-site investigations with the Contracting Officer to minimize disruption to ongoing facility operations. The Contractor shall also be responsible for identifying all necessary permits required for the construction and operation of the generator system as part of the design package.

A. The Contractor shall 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.

B. 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.

C. 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.

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

E. 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.

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

G. 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).

1. Superintendent: The project superintendent must be an individual with a minimum of 10 years’ 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.

2. 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 EM 385-1-1and have experience in the areas of hazard identification, safety compliance, and sustainability.

3. Site Safety and Health Officer (SSHO): All SSHOs will have met the training and experience requirements in EM 3851-1, safety specification, and this contract.

4. Environmental Manager: The Environmental Manager must be an individual trained to adequately accomplish the duties as identified in specification 01 57 19, Temporary Environmental Controls MHAFB 20220614.

H. Project Coordination and Communication: The DB Contractor shall designate a single point of contact for all project communications. All coordination with government personnel must be routed through the Contracting Officer. The Contractor is responsible for scheduling and leading regular progress meetings (bi-weekly at a minimum) to keep stakeholders informed of project status, risks, and upcoming activities.

I. Conferences and Meetings

1. Conduct all meetings and conferences pertinent to the services under this task order as directed by the Government, to include chairing all meetings and managing meeting time effectively.

2. Meetings other than those stated herein, may be held whenever requested by the Government for discussion of questions and problems relating to the services required under this task order.

3. 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, etc. Meeting agendas and meeting minutes shall be provided by the contractor to all attendees.

2. Submittal Procedures.

A. Design Submittals. The DB Contractor shall submit a complete Design

Documentation package in progressive stages for government review and approval. The submittals shall demonstrate that adequate engineering analysis has been performed to create a biddable, constructible, and complete set of documents. The Contractor shall develop a submittal register utilizing the Army Corps of Engineers Form 2844 for the use during construction to track all of the materials submitted for the project.

B. Construction Submittals. Utilizing the submittal register, developed during the design, the Contractor is to track all submittals provided to the Government during the construction phase of the project. 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).

1. 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.

2. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Each product cut sheet shall indicate, on the top of each main page of the brochure, the specification number and paragraph identifying where in the specification the material reference is identified. Along with this information the Contractor shall identify, in the product literature, by highlighting the product to be reviewed and approved.

3. 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 the submittal to complete reviews. Upon transmission of the submittal to the Government the contractor shall confirm its receipt.

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.

6. Approval shall not relieve the contractor of the responsibility to meet contract requirements or for any errors and ommissions.

C. Submission of Large Digital Files Digital information normally provided on a Thumb Drive, CD, or DVD cannot be received by the government. In order to submit digital information please request a DoD SAFE Drop Off box link by:

1. Send email to mark.smith.176.ctr@us.af.mil to request a DoD SAFE Drop Off.

2. Or to the Contracting Officer.

3. Quality Control:

The Contractor shall submit a quality control plan prior to starting construction. The plan must be approved prior to starting construction. Contractor Quality Control(CQC) System Manager and Alternate CQC System Manager are required to have completed the Construction Quality Management (CQM) for Contractor’s course. During construction, the Contractor is to utilize the Army Corps of Engineers Construction Quality Management for Contractors three-phase control system process.

4. Payment Schedule:

A. The scheduling and reporting of percentage of completion shall be accomplished on or equivalent to an Air Force Form (AF) 3064, Contract Progress Schedule, and AF Form 3065, Contract Progress Report.

B. The project schedule shall incorporate the following, 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.

C. 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 mailto:mark.smith.176.ctr@us.af.mil direct and indirect costs, although a separate value for bond costs may be established.

D. 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.

E. 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.).

5. Work Restrictions:

A. Working Hours: Normal working hours for the Government Project Manager and

Construction Inspector are between 7:00 am – 4:30 pm Monday thru Friday;

however, any reasonable time between 06:00 am to 6:00 pm is allowed for the Contractor to implement work for this project.

B. Government-Observed Holiday or weekend work: There is no Government- Observed Holiday or weekend work unless the Contractor requests weekend or Holiday work in writing and approved by the Contracting Officer (CO).

C. Coordination: 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. All schedule deviations are to be fully approved a minimum of 48-hours prior to the deviation date by the Government Project Manager.

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

Part 3 Technical Requirements

1. General Requirements / Provisions:

A. Unified Facilities Guide Specifications (UFGS): Use of Unified Facilities Guide

Specifications (UFGS) within the SpecsIntact software is mandatory. It is free and can be obtained at: https://specsintact.ksc.nasa.gov/Software/Software.shtml.

https://specsintact.ksc.nasa.gov/Software/Software.shtml

B. Whole Building Design Guide: UFGS are available at the Whole Building Design Guide website (http://www.wbdg.org/). Modify and edit to reflect the latest proven technology, materials, and methods, if warranted. If UFGS is not available, then develop specification using UFGS format and numbered in accordance with Construction Specifications Institute (CSI) current format for construction activities.

C. Utilities: Subject to available supply, the Government will furnish reasonable amounts of electricity and 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.

D. 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 the MHAFB. The Base will perform locates of on Base utilities. 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. Detailed permit procedures and guidelines shall be provided to the Contractor during the Pre-performance Conference.

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. 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.

E. Pre-Final and Final Inspections:

1. 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.

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

3. 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.

4. 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.

5. 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 that are corrected.

F. Government Inspections: 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.

G. Concealed Work: All items of work to be concealed 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.”

H. Confidentiality: All documents, calculations, cost estimates, and other information generated or provided during this work are the property of the Government. The DB Contractor shall treat this information as confidential and shall not disclose it to any third party without the express written consent of the Contracting Officer.

I. Utility Outages/Shutdowns: Any required utility shutdowns must be planned and coordinated with extreme care to minimize disruption to critical facility operations.

The DB Contractor shall submit a formal "Utility Outage Request" to the Contracting Officer at least 14 calendar days in advance. This request must include a detailed plan outlining the specific circuits or systems to be shut down, the duration of the outage, a rollback procedure, and the contact information for the personnel responsible. No utility outage will be permitted without explicit written approval from the Contracting Officer.

J. Commissioning: Include requirements in Construction Documents for commissioning of the new generator and automatic transfer switch and all other ancillary equipment and controls.

2. Site Work Site work to include, but not limited to;

A. Excavation for concrete pad B. Trench excavation C. Trench backfill D. Fine grading E. Aggregate base course for concrete slab F. Compaction testing (Accomplished by certified third party agency.):

1. Soil compaction

2. Aggregate base course

3. The third party agencies laboratory shall be a certified. (Lab certification to be submitted as a pre-construction submittal and approved prior to work start.)

G. All site work is to be performed in-accordance-with (IAW) local, state, and federal codes and regulations.

3. Civil / Structural Civil and structural work to include, but not limited to;

A. Concrete formwork B. Welded wire fabric C. Structural concrete. A concrete mix design shall be submitted for approval prior to placement of concrete.

D. Structural concrete placement slab on grade E. Concrete flatwork finishing F. Concrete tests, as a minimum test for; air entrainment, temperature, and slump.

1. Concrete testing to be accomplished by certified third party agency.

2. The Contractor shall submit the laboratory certification. The submittal shall be approved prior to concrete placement.

G. All site work is to be performed in-accordance-with (IAW) local, state, and federal codes and regulations.

4. Architectural – Any architectural work is to be performed in-accordance-with (IAW) local, state, and federal codes and regulations.

5. Mechanical / Plumbing – Mechanical / Plumbing work to include, but not limited to:

A. Provide fuel tank system for the Cummins Onan generator.

1. The generator subbase fuel tank shall be double walled construction

2. The tank shall meet the requirements of specification 01 57 19 Temporary

Environmental Controls MHAFB 220614.

B. Provide all mechanical and plumbing necessary to provide a complete and usable emergency backup generator.

C. All Mechanical and plumbing work is to be performed in-accordance-with (IAW) local, state, and federal codes and regulations.

6. Electrical:

Electrical work to include, but not limited to;

A. Install diesel generator set on concrete pad (sizing of generator based upon comprehensive facility electrical load study and approved design analysis.)

B. Install enclosed automatic transfer switch (ATS) in mechanical room (ATS size based upon comprehensive facility electrical load study and approved design analysis.)

C. Install rigid galvanized conduit, elbows, and accessories; to be sized IAW comprehensive facility electrical load study and approved design analysis.

D. Install electrical conductors per comprehensive facility electrical load study and approved design analysis.

E. Provide all electrical work necessary to provide a complete and usable emergency backup generator.

F. All electrical work is to be performed in-accordance-with (IAW) local, state, and federal codes and regulations.

Part 4 Deliverables and Schedule

1. Design:

A. Site Investigation:

1. The DB Contractor shall conduct a thorough site investigation to verify and validate existing conditions and gather all data necessary for design and construction.

2. This includes, but is not limited to, locating and verifying the size and capacity of existing electrical service, switchgear, and distribution panels, and identifying any potential site conflicts, such as underground utilities or accessibility issues.

3. Also, the investigation shall identify the optimal location for the new generator and pad, ATS, and any required fuel tanks, considering site access, noise regulations, exhaust routing, and proximity to electrical tie-in points. The DB Contractor shall document all existing utilities (power, water, communications) that may be impacted by the construction.

B. Plan Validation:

1. Throughout the design process (35%, 65%, 95%, and 100%), the DB

Contractor shall validate the design against the facility's operational requirements and the findings from the electrical load study. This includes confirming the list of critical equipment to be placed on backup power and verifying the proposed generator location with facility management.

2. Prior to the 100% Final design submittal, the DB Contractor shall conduct a comprehensive design review meeting with government personnel. This meeting will serve to validate the design against the project requirements and operational needs of the facility. The Contractor will walk through the proposed sequence of operations, maintenance access, and integration with the existing facility systems to ensure the design is practical, efficient, and meets all stated objectives before being finalized for construction.

C. Kick-off Meeting: Within ten (10) business days of contract award, the DB Contractor shall facilitate an in-person design kick-off meeting with all relevant stakeholders. The purpose of this meeting is to review the project objectives, scope of work, schedule, communication protocols, and steps for completion.

The Contractor will use this meeting to gather initial design inputs, clarify requirements with the project manager and end-users, and establish a clear path for completing all design phases.

D. Preparation of a Facility Electrical Load Study: The DB Contractor shall prepare a comprehensive facility electrical load study to determine the existing demand and required capacity for the new backup generator system. A preliminary report, based on initial site investigation and available facility documentation, shall be submitted with the 35%, 65%, and 95% design packages. A 100% final design detailed electrical load study report, incorporating on-site measurements and load monitoring data, shall serve as the definitive basis for the generator sizing and overall electrical design.

E. Design Submittals: The DB Contractor will submit a complete Design Documentation package in progressive stages for government review and approval. The submittals shall demonstrate that adequate engineering analysis has been performed to create a biddable, constructible, and complete set of documents. The stages are as follows:

1. 35% Design (Preliminary):

a. Plans and Specifications: prepare 35% preliminary design plans that include, but not limited to: preliminary site drawings, plans, sections, details, notes, equipment layout plans, and single-line electrical diagrams.

Specifications shall be outline in nature addressing all areas of work involved.

b. Design Analysis: the design analysis shall include the preliminary basis of design narrative and analysis including code information for all applicable disciplines, environmental permitting; any sustainable development requirements. Include, for each application, copies of previous design review comments and responses; previous meeting minutes; and documentation of any other communication between the USG and the A&E Contractor that influenced the preliminary design. Include reports from any testing performed and any calculations required.

c. Cost Estimate: provide a construction cost estimate at the 35% submittal stage and for design options, if provided.

d. Review: MHAFB will review the design submittal and provide comments.

This will be followed by an in-person review meeting to discuss comments and resolutions.

2. 65% Design (Intermediate): Incorporate all comments and changes from the 35% design and develop to the 65% design stage.

a. Plans and specifications: prepare 65% drawings that include (but not limited to): intermediate site drawings, plans, sections, details, notes, material and equipment schedules defining the scope of work required.

Specifications shall be in rough draft addressing all areas of work involved.

b. Design Analysis: the design analysis shall include the basis of design narrative and analysis. The design analysis shall include all design assumptions and calculations for all applicable disciplines, code analysis by all disciplines, manufacturers’ material and equipment cut sheets for major equipment, fixtures; finishes; and completed environmental permit request forms, sustainable development requirements; Include, for each application, USG furnished materials and equipment, cut sheets with criteria for proposed equipment or materials to be utilized,. Include reports from any testing performed and any calculations required, construction schedule to include any work phases to accommodate USG operations;

copies of previous design review comments and responses; previous meeting minutes; and documentation of any other communication between the USG and any A&E Contractor that influenced the intermediate design.

c. Cost Estimate: provide a construction cost estimate at the 65% submittal stage and for design options, if provided.

d. Review: MHAFB will review the design submittal and provide comments.

This will be followed by an in-person review meeting to discuss comments and resolutions.

3. 95% Design (Pre-final): Incorporate all comments and changes from the 65% design and development to the 95% design stage.

a. Plans and specifications: prepare 95% drawings that include (but not limited to): site drawings, plans, sections, details, notes and schedules defining scope of work required. Provide complete specifications as required to address all areas of work involved.

b. Design Analysis: the design analysis shall include information for all applicable disciplines. The design analysis shall include all completed design assumptions and calculations. Include, for each application, cut sheets with criteria for proposed equipment or materials to be utilized,.

Include all reports, testing, and any calculations required. The pre-final design analysis shall include completed; design assumptions and calculations for all applicable disciplines; code analysis by disciplines;

reports from any testing performed and any calculations required;

construction schedule to include any work phases to accommodate USG operations; copies of previous design review comments and responses;

previous meeting minutes; and documentation of any other communication between the USG and any A&E Contractor that influenced the intermediate design.

c. Cost Estimate: provide a construction cost estimate at the 95% submittal stage and for design options, if provided.

d. Review: MHAFB will review the design submittal and provide comments.

This will be followed by an in-person review meeting to discuss comments and resolutions.

4. 100% Design (Final): incorporate all comments and changes from the 95% design and develop to the 100% design stage. This submittal shall be the complete set of construction documents ready for construction and incorporate all 35%, 65%, and 95% government comments and consist of the signed and sealed construction-ready drawings, specifications, and final design analysis. Upon USG approval of the final design and USG approval of the Contractor’s proposed construction start date, the Contractor can commence construction activities.

a. Plans and specifications: prepare 100% drawings that include (but not limited to): site drawings, plans, sections, details & schedules defining scope of work required. Provide complete specifications as required to address all areas of work involved.

b. Design Analysis: The design analysis shall be completed and include information for all applicable disciplines. Include cut sheets with criteria for proposed equipment or materials to be utilized, for each application.

Include reports from any testing performed and any calculations required.

c. Cost Estimate: provide a final construction cost estimate at the 100% submittal stage. Include estimated construction time for project

d. Review: MHAFB will back check the 100% submittal to ensure all 95% comments have been addressed.

e. 100% Final Design: In the event that there are any comments from 95% to 100% that were not incorporated or errors are discovered, MHAFB reserves the right to require another 100% Final Design submittal. All materials that require revisions shall be resubmitted.

2. Project Schedule and Milestones:

A. Design Review Schedule

Requirement Time Allotted per Task Running Total

1 Design Submittal, 35% 28 28 2 Government Review, 35% 30 58 3 Design Review Meeting, 35% 1 59 4 Design Submittal, 65% 28 87 5 Government Review, 65% 30 117 6 Design Review Meeting, 65% 1 118 7 Design Submittal, 95% 28 146 8 Government Review, 95% 30 176 9 Design Review Meeting, 95% 1 177 10 Design Submittal, 100% 30 207 11 Government Back-check 14 221

B. Design Submittal Review: The Government will conduct a formal review of each design submittal and provide consolidated comments to the DB Contractor.

Following the delivery of comments, a review meeting will be held to discuss the comments and their resolution. The DB Contractor is required to maintain a comment log, documenting each government comment and providing a written response detailing how and where the comment was addressed.

C. Preparation of Drawings: All drawings shall be produced using Computer-Aided Design and Drafting (CADD) software compatible with government systems and prepared in accordance with industry standards and be clear, concise, and suitable for construction. For each submittal, the DB Contractor shall provide both the native CADD files and bookmarked Portable Document Format (PDF) files. The final 100% submittal shall include full-size and half size printed sets, signed and sealed by the responsible licensed professional engineer.

D. Preparation and Content of the Design Analyses: The DB Contractor shall prepare and submit a comprehensive design analysis with the 65%, 95%, and 100% final submittals. This document shall be bound and provided in both hard copy and bookmarked PDF format. It will include, as a minimum, three primary sections: a basis of design narrative describing the key system choices; detailed design calculations for all disciplines (including electrical load, structural, voltage drop, and fault current analysis); and documentation of key design decisions, meeting minutes, and review comments.

E. Distribution Schedule: The Design-Build Contractor shall submit electronic copies of each design package to the government Contracting Officer on the dates agreed upon during the kick-off meeting.

Submittal Number of Copies

Sheet Size Hard Digital

35% Design 11 x 17 Full size

2 sets 1 set Sent thru DoD SAFE

65% Design 11 x 17 Full size

2 sets 1 set Sent thru DoD SAFE

95% Design 11 x 17 Full size

2 sets 1 set Sent thru DoD SAFE

100% Design 11 x 17 Full size

2 sets 1 set Sent thru DoD SAFE

As-Built Drawings Full size 1 set Sent thru DoD SAFE GIS 1 set Sent thru DoD SAFE Final Electrical Load Study 2 Bound Sent thru DoD SAFE

F. Construction Schedule:

1. The Contractor shall submit for approval a baseline work schedule to the Government before start of work. 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. During project execution, the contractor is required to submit periodic Contract Progress Schedules and Contract Progress Reports for verification and payment.

2. The Contractor shall furnish sufficient technical supervisory and administrative personnel at all times to ensure execution of the work in accordance with established PoP.

Part 5. Government Furnished Information / Equipment or Materials

1. Government Furnished Information: The Government may provide existing facility drawings, reports, or other information (GFI) to aid in the design process. While this information is provided in good faith, the Government does not guarantee its accuracy or completeness. The DB Contractor is solely responsible for field-verifying all GFI and shall not be entitled to additional compensation for inaccuracies discovered therein.

2. Government Furnished Equipment or Materials: This project does not include Government furnished equipment or materials.

Part 6 Special Requirements

1. Security:

A. 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 giving access to the project site.

6. 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.

2. Site Access:

A. The DB Contractor and all subcontractor personnel requiring access to the facility must comply with all site-specific security protocols. This includes submitting personnel information for background checks and obtaining security badges prior to commencing any on-site work. The Contractor shall be responsible for escorting their personnel at all times unless otherwise authorized. All requests for site access must be submitted to the Contracting Officer at least 72 hours in advance.

B. Base Access to the USAF Marina 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.

C. 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.

D. 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/

3. Environmental:

A. The design must comply with all applicable federal, state, and local environmental regulations. The Contractor shall address requirements related to fuel storage and spill containment, air quality permits for generator emissions, and noise ordinances. Any water or soil discharge during construction must be managed appropriately. The final design package must include an environmental compliance plan detailing how these concerns will be mitigated during and after construction.

B. Reference Specification 01 57 19, Temporary Environmental Controls MHAFB 20220614, Attachment 6.

4. Health and Safety:

A. The DB Contractor is solely responsible for the safety of its personnel and shall comply with all applicable federal, state, local, and site-specific health and safety regulations, including all relevant OSHA standards. The Contractor shall develop a site-specific safety plan prior to the start of any on-site investigation activities.

B. 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.

C. 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.

https://www.mountainhome.af.mil/Base-Resources-Helping-Agencies/Visitors-Control-Center/ https://www.mountainhome.af.mil/Base-Resources-Helping-Agencies/Visitors-Control-Center/

5. Project Close-out:

A. Acceptance Inspection: 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.

1. 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.

2. 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.

B. Beneficial Occupancy: 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 if the deficiencies are corrected.

C. Project Completion: At the end of the project the Contractor shall submit the following:

1. 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 Contracting Officer and Project Manager, electronically in PDF format.

2. As-built drawings.

3. AutoCAD drawings

4. Electrical load study report

5. DD Form 1354 – Transfer and Acceptance of DoD Real Property

6. Geographic Information System (GIS) data

D. Warranties: 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.

6. Other Special Requirements:

A. Staging Area/Laydown Yard: If the DB Contractor chooses to have storage or facilities at the work site, the Government will provide an area within reasonable distance to the project site. The Contractor is required to complete the MHAFB Siting Request Form requesting use of the staging area / laydown yard. Approval is required prior to bringing material and equipment on MHAFB. The Contractor shall restore the land to its original condition within thirty (30) days of contract completion.

B. Project Site Security: 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.

C. Permitting: The DB Contractor shall be responsible for identifying all necessary federal, state, and local permits required for…