STATEMENT OF WORK

FTQW062467, REPAIR NOSE DOCK 7 (B1232)

EIELSON AFB, AK

REVISION 2/ CURRENT AS OF 03 SEPTEMBER 2026

SECTION 1: SPECIFIC REQUIREMENTS FOR INVESTIGATION AND DESIGN

1.01 GENERAL:

1.02 BACKGROUND:

1.03 SCOPE OF INVESTIGATION AND DESIGN PROJECT:

1.04 HAZARDOUS MATERIAL:

1.05 TASKS:

1.06 REAL PROPERTY DOCUMENTATION (DD FORM 1354):

1.07 SCHEDULE:

1.08 TITLE II CONSTRUCTION-PHASE SERVICES

SECTION 2: GENERAL A-E INVESTIGATION AND DESIGN SERVICE REQUIREMENTS

2.01 GENERAL SCOPE:

2.02 TYPE OF WORK:

2.03 ADMINISTRATION:

2.04 GENERAL DESIGN CRITERIA AND REFERENCES:

2.05 WARRANTY:

2.06 DESIGN CLARIFICATIONS AND CORRECTIONS:

2.07 GOVERNMENT FURNISHED INFORMATION (GFI):

2.08 PLACE OF PERFORMANCE

SECTION 3: A-E INVESTIGATION SERVICE REQUIREMENTS

3.01 SCOPE OF WORK:

3.02 PRE-INVESTIGATION MEETING:

3.03 COST AND SCHEDULE ESTIMATE:

3.04 INVESTIGATION REPORT:

3.05 INVESTIGATION REVIEW MEETING:

3.06 DOCUMENTS SUBMITTED:

3.07 CONTRACTOR’S FURNISHED PRODUCT:

SECTION 4: A-E DESIGN SERVICES

4.01 SCOPE OF WORK:

4.02 DESIGN SERVICES:

4.03 DESIGN DOCUMENTS:

4.04 SPECIFICATION TECHNICAL PROVISIONS:

4.05 COST ESTIMATE:

4.06 DESIGN REVIEW:

4.07 DOCUMENTS SUBMITTED:

4.08 CONTRACTOR’S FURNISHED PRODUCT:

4.09 CONSTRUCTABILITY REVIEW:

SECTION 1:

SPECIFIC REQUIREMENTS FOR INVESTIGATION AND DESIGN

SECTION 5: ATTACHMENTS

5.01 ATTACHMENTS:

SECTION 1: SPECIFIC REQUIREMENTS FOR INVESTIGATION AND DESIGN

1.01 GENERAL:

The Architect-Engineer (A-E) shall perform the services as described in the subsequent Sections of this Statement of Work (SOW) and as described below. If there are conflicts between other sections of the SOW and this Section, the provisions of this Section shall have precedence.

1.02 BACKGROUND:

Nose Dock 7 (Building 1232) at Eielson AFB, Alaska, is an aircraft maintenance hangar supporting the 354th Maintenance Squadron (MXS). Constructed in 1965, the facility requires repairs and renovations to address identified life-safety, structural, architectural, and operational deficiencies and to support continued mission use. The facility does not currently have a fire suppression system that complies with current design criteria. Structural deficiencies associated with existing roof system have resulted in excessive deflection under snow loads and have affected reliable operation of the south hangar door.

Additional facility requirements include construction of a new mezzanine and associated office areas, renovation of existing office and support areas, replacement of fire-rated doors, evaluation of facility HVAC systems, and investigation of hazardous building materials.

The facility is located in an Arctic environment subject to significant snow loading, freeze-thaw cycles, and prolonged subzero temperatures. These environmental conditions shall be considered in the investigation and design in accordance with the applicable criteria identified in this SOW.

No record of a previous hazardous materials survey has been identified for the facility.

1.03 SCOPE OF INVESTIGATION AND DESIGN PROJECT:

A. General: The Government requires A-E Title I investigation and design services for the repair and renovation of Nose Dock 7, Building 1232, at Eielson AFB, Alaska. The objective is to develop a complete and coordinated design that addresses the facility deficiencies and operational requirements identified in this SOW and provides the basis for a future construction acquisition. The scope also includes Title II construction-phase design support as identified in this SOW. Construction execution is not included in this effort.

B. Specific Project Goals:

1. Fire Protection System: Design a code-compliant automatic fire protection system for the entirety of Building 1232. Evaluate the existing fire alarm system and design modifications or replacement necessary to provide a complete and integrated fire protection system. The design shall comply with UFC 4-211-01, Aircraft Maintenance Hangars; UFC 3-600-01, Fire Protection Engineering for Facilities; and the applicable fire protection criteria identified in Section 2.04 of this SOW. The design shall address fire protection requirements for the hangar, mezzanine, office areas, Wheel and Tire Shop, Tool Crib, break areas, and other spaces affected by this project.

2. Wheel and Tire Shop Doors: Remove the existing two (2) personnel doors and one (1) roll-up door and frames serving the Wheel and Tire Shop (Room 12). Design replacement with two (2) fire-rated personnel door assemblies and one (1) fire-rated roll-up door assembly, including associated frames, seals, hardware, self-closing devices, and other components required to maintain the required fire-rated separation. Evaluate egress and panic-hardware requirements for the personnel doors and incorporate required hardware into the design. Key new personnel door locks to match the existing facility keying system.

3. New Mezzanine and Office Areas: Demolish the existing modular office and design a new mezzanine and associated office areas at its current location. The A-E shall field verify existing conditions and design the structural systems to support the new mezzanine, including floor preparation, anchorage, structural framing, stairs, guards/handrails, and supporting components.

a. Mezzanine Level: Design the new mezzanine level to support two (2) personnel workstations with associated computer equipment, and one (1) printer. Provide space for one (1) couch for use as a seating/breakout area. Design the electrical power, receptacles, lighting, and communications/data connections necessary to support the identified personnel, workstations, and equipment.

b. Lower Level: Design the area below the new mezzanine to provide office space supporting five (5) personnel workstations with associated computer equipment.

Provide a break area capable of supporting two (2) refrigerators and one (1) microwave. Design electrical power, receptacles, lighting, and communications/data connections necessary to support the identified personnel, workstations, equipment, and appliances.

c. Associated Design Requirements: Design the mezzanine and lower-level areas as an integrated office space and incorporate the architectural, structural, electrical, communications, fire protection, fire alarm, egress, accessibility, and life-safety features required for the intended occupancy and use. Coordinate the new construction with the existing facility systems and conditions identified during the field investigation.

Incorporate the completed mezzanine and associated office-area construction into the project drawings, construction cost estimate, and other applicable design deliverables.

4. Existing Office Area Renovations: Renovate the existing office areas identified below.

Maintain the existing room configurations, functional uses, and general workstation layouts. Personnel counts, workstation counts, equipment, and appliances identified below represent the existing operational use of each area and shall be used as the basis for the design to ensure the renovated spaces continue to support current operations.

The A-E shall field verify existing conditions within each renovation area and develop the design necessary to accomplish the requirements identified below.

a. East Lower-Level Tire Shop Office Area: Renovate the existing Tire Shop office area while maintaining its existing configuration and operational use. The office currently supports three (3) to four (4) personnel, two (2) workstations, and existing 220V equipment.

Update the interior finishes within the renovation area. Field verify the existing walls, ceilings, flooring, doors, lighting, electrical service, receptacles, communications/data infrastructure, and other components affected by the renovation and design required repair or replacement.

Evaluate the existing construction and design modifications necessary to provide required fire-rated separations and fire/life-safety protection for the renovated are in accordance with applicable codes and criteria.

b. East-Side Second Floor Offices: Renovate the existing east-side second-floor office areas while maintaining the existing room configurations, functional use, and general workstation layouts. Room 9 currently supports four (4) personnel and their existing workstations. Room 10 currently supports three (3) personnel and their existing workstations. Maintain the existing layouts and functional uses of the remaining offices; personnel count within the areas may vary.

Update the interior finishes throughout the renovation area. Field verify the condition of existing walls, ceilings, flooring, doors, lighting, and other interior finishes and incorporate repair or replacement necessary to provide renovated office spaces.

Maintain the existing communications/data outlet locations. Replace existing legacy communications/data outlets within the renovation area with current outlets compatible with the installation’s communication infrastructure.

c. North-Side Office Area: Renovate the existing north-side office areas.

Maintaining the existing room configurations, functional uses, and general workstation layouts.

The downstairs Tool Crib office area currently consists of two (2) offices and an open work area supporting eight to nine (8-9) personnel.

The upstairs Transient Alert area currently consists of a maintenance closet, tool closet, break room, and office area. The office area currently supports six (6) workstations. The break room currently supports two (2) microwaves and one (1) mini refrigerator.

Update the interior finishes throughout the north-side office renovation area.

Field verify the condition of existing walls, ceilings, flooring, doors, lighting, and other interior finishes and incorporate repair or replacement necessary to provide renovated office spaces.

Evaluate the existing construction and design modifications necessary to provide required fire-rated separations and fire/life-safety protection for the renovated are in accordance with applicable codes and criteria.

d. Common Office Renovation Requirements: For all office renovation areas identified above, field verify the existing electrical service, receptacles, power distribution, lighting, and communications/data infrastructure. Design electrical modifications necessary to ensure each renovated area continues to support its existing personnel, workstations, equipment, and appliances identified above.

Maintain existing communications/data outlet locations and replace legacy communications/data outlets affected by the renovation with the current outlets compatible with the installation’s communications infrastructure. Additional communications/data outlet locations are not necessary to support the existing operational use.

Coordinate new finishes and components with existing construction and building systems. Incorporate the architectural, electrical, communications, lighting, fire and life-safety modifications required as a result of the renovation into the construction drawings, specifications, design analysis, construction cost estimate, and other applicable design deliverables.

5. Roof and Structural System: Evaluate the existing roof and structural system to identify deficiencies affecting roof performance and operation of the south hangar door. Design the structural repairs and replacement of the existing IRMA roofing system with a roofing system consisting of a 60-mil PVC membrane, R-38 insulation, 31-mil vapor barrier, coverboard, roof drain boots and strainers, two-way breather vents, and metal parapet copings.

Determine the applicable roof snow loads, including snow drift and other applicable loading conditions, and design the roof and supporting structure system in accordance with UFC 3-301-01, Structural Engineering, and the applicable structural criteria identified in Section 2.04 of this SOW. The A-E shall document the governing design criteria, loads, assumptions, and calculations in the design analysis.

The complete design shall correct structural deficiencies affecting the south hangar door and provide a roof and supporting structural system capable of supporting the required design loads while maintaining winter operation of the hangar door.

6. HVAC System: Evaluate the existing HVAC systems serving the facility to determine their condition. Capacity, and ability to continue supporting the facility following completion of the proposed renovations and new mezzanine construction. The intent is to retain the existing HVAC systems.

The A-E shall field verify existing HVAC equipment, distribution systems, controls, and conditions within areas affected by the project. Identify impacts to the existing HVAC systems resulting from the proposed work and design modification necessary to accommodate the new mezzanine office renovations, or other project improvements.

HVAC modifications shall be limited to those necessary to accommodate the project work or satisfy applicable codes and design criteria.

7. Comprehensive Hazmat Survey: Conduct a comprehensive hazardous materials survey of the facility in accordance with Specification 01 57 19. Incorporate the survey results into the final design and develop a Hazardous Materials Abatement Plan addressing all identified hazardous materials. Include the final draft of the Hazardous Materials Abatement Plan as an appendix to Specification 01 57 19.

C. The work required under this contract includes analysis and design services necessary to design a construction project to accomplish the goals described above.

D. The final design product shall include the following items: Complete specifications and drawings necessary for the Government to advertise and award a construction contract for the work. The A-E’s design shall include provisions for the abatement and disposal of any hazardous materials that would be disturbed as a consequence of performing the work on this project.

E. The A-E shall include drawings and photographs with the body of each submittal to adequately describe the work involved. Drawings associated with each submittal shall be of sufficient size so that details and notes are easily readable. Drawings 11"x17" or smaller may be bound with the report.

1.04 HAZARDOUS MATERIAL:

The following guidance shall be used for dealing with hazardous materials:

There has not been a hazardous materials assessment performed on this building before. Due to the age of the building, hazardous materials are anticipated. The A-E shall address the presence of hazardous materials in the design project, perform testing for hazardous materials (asbestos, LBP, and PCBs), and prepare project documents for their remediation IAW with UFGSs. Technical provisions shall be developed such that all requirements for handling, worker protection, and environmental protection at the work site are referenced to OSHA, EPA, and ADEC regulations.

A. When construction requires special demolition procedures to protect personnel from exposure to excessive levels of hazardous materials, these requirements shall be specified and coordinated with the Eielson AFB project engineer and the Eielson AFB Environmental Element of the Installation Management Flight. These procedures shall not be less stringent than Federal OSHA and EPA requirements. Mitigation of hazards to workers shall be included in this design project.

B. The following items are a minimum of what shall be included in the project documents when dealing with hazardous material remediation. Project drawings shall denote the location of hazardous materials and provide sufficiently detailed information for their remediation, to include accurate quantities. Project drawings shall also note the location of approved, permitted, on-base disposal areas, if available, for use during project construction. The most direct haul route, minimizing the exposure risk for personnel, between the project site and disposal area shall also be shown on the drawings. Construction contractor notification and permitting requirements shall be specified.

C. The design shall incorporate provisions within the design documents for identification, avoidance, management, and/or abatement of hazardous materials identified during Government-provided hazardous material surveys or investigations conducted under this contract. The design documents shall clearly identify impacts to demolition, construction phasing, worker safety, and environmental compliance requirements associated with hazardous materials.

1.05 TASKS:

The investigation and design shall be divided into five (5) tasks. The Government shall neither approve payment for a task nor issue Notice to Proceed for the subsequent task until all work under the task is complete and the A-E has provided all the listed Contract Deliverable Items applicable to the task.

Review conferences shall be scheduled by the Contracting Officer (CO) and be held at Eielson AFB. The A-E firm shall attend with all necessary engineering disciplines. Reviewers will submit written comments on the investigation or design. Comments will be provided to the A-E for response prior to the meeting.

The A-E shall present the investigation findings and design development at each applicable review conference. The A-E shall record the proceedings of each meeting and submit a written summary report (minutes) of those proceedings to the CO for written approval.

Draft minutes for each meeting, including the responses to each reviewer's comments, shall be submitted to the CO within three (3) working days following each meeting.

All contract deliverable items required for each task shall be submitted to the CO at the same time, except for the draft review conference minutes. Approval from the CO shall be obtained prior to the submission of contract deliverable items separately.

TASK 1: Investigating the project site and applicable existing documents; interviewing appropriate facility user representatives and maintenance personnel; investigating options; producing the required Investigation Report; presenting these documents at the Pre- Design Conference; and submitting the required documents and minutes to the CO.

A. Pre-Investigation Meeting: The A-E and Government representatives will meet to discuss the objectives and requirements relating to the investigation. The A-E will have the opportunity to interview appropriate government personnel and request any assistance they might need. Record the proceedings of the meeting and submit a written summary report (minutes) to the CO for approval. The minutes shall be submitted within three (3) working days after the meeting.

B. Data Acquisition and Field Investigation: The A-E shall complete the necessary investigative fieldwork and submit a draft report to the CO. The report produced shall include discussions of all aspects of the work required under the various options investigated. Identify each item of work and document existing conditions, identified deficiencies, design constraints, alternatives evaluated, and the A-E’s recommended design.

C. Submittal: The investigation report shall be submitted to the CO for presentation and discussion at the Pre-Design Conference.

D. Pre-Design Conference: The conference for discussing the investigation report will be scheduled by the CO following receipt of the submittal and will be held at Eielson AFB.

E. Contract Deliverable Items: The following items are deliverable as part of the investigation:

1. An electronic copy of the draft Pre-Investigation Meeting minutes.

2. One (1) electronic copy via DoD Safe of the draft investigation report. The report shall include analysis, recommendations, and the approved Pre-Investigation Meeting minutes.

3. The government review period will not begin until ALL deliverable items (both electronic and paper) have been received.

TASK 2: Produce the required 35% design documents; submitting the required documents, discussing these documents at the 35% Review Conference, and resubmitting a revised 35% design submittal based on the original 35% design submittal and discussions during the 35% Review Conference.

A. 35% Review Conference: The conference to discuss the 35% design shall be held following receipt of the 35% design submittal.

B. Contract Deliverable Items: The following items are deliverable as part of Task 2:

1. An electronic copy via DoD SAFE of the required 35% design documents to include preliminary drawings, draft specifications outline, preliminary design analysis, preliminary construction schedule, and preliminary construction cost estimate, and approved pre-design meeting minutes, including all comments and responses.

Drawings shall be 22” x 34”, and all details shall be legible.

2. An electronic copy via DoD SAFE of the draft Basis of Estimate (BOE) explaining methodologies and assumptions used in developing the cost estimate. The BOE shall include, at minimum, assumed unit costs and material pricing sources; labor rates and productivity assumptions; quantity take-off methodologies; escalation assumptions;

contingency percentages (if applicable); sources of historical cost data (e.g., RSMeans, proprietary databases); clarification of any exclusions or scope assumptions. A template is provided as Attachment 3 of this SOW.

3. The cost estimate shall be submitted in the following formats: A PDF of the cost estimate report, a narrative file in either PACES or MII, and an Excel file.

4. An electronic copy via DoD SAFE of the projected construction schedule identifying major construction activities, sequencing, outage requirements, phasing assumptions, and estimated construction duration.

5. The government review period will not begin until ALL deliverable items have been received.

TASK 3: Produce the required 65% design documents; submitting the required documents, discussing these documents at the 65% Review Conference, and resubmitting a revised 65% design submittal based on the original 65% design submittal and discussions during the 65% Review Conference.

A. 65% Review Conference: The conference to discuss the 65% design shall be held following receipt of the 65% design submittal.

B. Contract Deliverable Items: The following items are deliverable as part of Task 3:

1. An electronic copy of the draft 35% design review conference minutes.

2. An electronic copy via DoD SAFE of the required 65% design documents to include drawings, draft specifications, cost estimates, DD Form 1354, design analysis, and approved pre-design meeting minutes, including all comments and responses.

Drawings shall be 22” x 34”, and all details shall be legible.

3. An electronic copy via DoD SAFE of the draft Basis of Estimate (BOE) explaining methodologies and assumptions used in developing the cost estimate. The BOE shall include, at minimum, assumed unit costs and material pricing sources; labor rates and productivity assumptions; quantity take-off methodologies; escalation assumptions;

contingency percentages (if applicable); sources of historical cost data (e.g., RSMeans, proprietary databases); clarification of any exclusions or scope assumptions.

4. The cost estimate shall be submitted in the following formats: A PDF of the cost estimate report, a narrative file in either PACES or MII, and an Excel file.

5. An electronic copy via DoD SAFE of the projected construction schedule identifying

6. The government review period will not begin until ALL deliverable items have been

TASK 4: Produce the required 95% design documents; incorporating changes requested in approved 65% review comments; submitting the required documents; and presenting these documents at the 95% Review Conference.

A. Draft 95% Cost Estimate: The 95% design cost estimates provided by the A-E shall have zero (0) contingency.

B. Final Review Conference: The final review conference shall be held following receipt of the 95% design submittal.

C. Contract Deliverable Items: The following items are deliverable as part of Task 4:

1. An electronic copy of the draft 65% design review conference minutes.

2. An electronic copy via DoD SAFE of the required 95% design documents to include drawings, draft specifications, cost estimates, DD Form 1354, design analysis, construction schedule, and all comments and responses. Drawings shall be 22” x 34”, and all details shall be legible.

3. An electronic copy via DoD SAFE of the updated Basis of Estimate (BOE) explaining methodologies and assumptions used in developing the cost estimate.

estimate report, a native file in either PACES or MII, and an Excel file.

5. An electronic copy via DoD SAFE of the projected construction schedule identifying

6. The government review period will not begin until ALL deliverable items have been

TASK 5: Produce final (100%) design documents as defined in Section 3 of this SOW.

A. Final (100%) Documents: The A-E shall incorporate into the 100% project documents the revisions requested at the 95% review meeting. The final documents shall be delivered to the CO within fourteen (14) calendar days after the final review conference.

Each plan sheet shall bear the seal of a Registered Professional Engineer or Architect as applicable. A-E shall provide a completed Submittal Register.

B. Contract Deliverable Items: The following items are deliverable as part of Task 5:

1. An electronic copy of the draft 95% design review conference minutes.

2. Two (2) paper copies of the 100% drawings, one (1) 22” x 34” and one (1) 11”x17”, and specifications, and an electronic copy via DoD SAFE of the following: the 100% drawings and specifications, the design analysis, the construction cost estimate, DD Form 1354, the projected construction schedule, and the Submittal Register.

3. An electronic copy via DoD SAFE of the complete project specifications, final

Submittal Register, project drawings, final design analysis, projected construction schedule, and the final construction cost estimate. The project specifications shall be delivered in both SpecsIntact and PDF formats. The Submittal Register shall be delivered in Excel and PDF formats. The project drawings shall be delivered as AutoCAD files and PDF format.

estimate report, a native file in either PACES or MII, and an Excel file. The design analysis shall be in PDF format.

5. An electronic copy via DoD SAFE of the complete BOE explaining methodologies and assumptions used in developing the cost estimate.

6. An updated projected construction schedule shall be submitted in both PDF and native Microsoft Project format identifying major construction activities, sequencing, outage requirements, phasing assumptions, procurement durations, and estimated construction duration.

7. The submission will not be considered complete until ALL required electronic and paper copies have been delivered.

NOTE: Specifications shall be bound and shall be printed on double-sided 8-1/2 x 11 bond paper. The final drawings shall be (11” x 17”). Design analysis and cost estimate shall be printed on 8-1/2 x 11 bond paper and shall be bound. All pages shall be numbered consecutively. Provide all plot style files, font files and cross references utilized with the drawing files. All cross references shall be bound to the appropriate drawing files.

1.06 REAL PROPERTY DOCUMENTATION (DD FORM 1354):

The A-E shall prepare and submit a draft DD1354, Transfer and Acceptance of DoD Real Property, as a design support document to facilitate real property accountability, planning, and project close out.

The draft DD1354 shall be developed based on the approved project scope, design documents, and construction cost estimates and shall be coordinated with the Government during the design phase.

The draft DD1354 shall be submitted at the following design milestones:

• 65% design submittal

• 95% design submittal

• 100% final design submittal

At a minimum, the draft DD1354 shall include:

• Project identification data consistent with the approved DD Form 1391

• Facility category codes (CATCODEs) and asset descriptions

• Identification of new construction, repair, alteration, and demolition scope

• Estimated construction costs and total project costs (Not included in 100% final design)

• Estimated capitalization values by facility and/or asset

• Supporting assumptions and calculations used to derive asset values

The A-E shall update the draft DD1354 as necessary to reflect design changes in Government review comments through final design.

1.07 SCHEDULE:

The A-E shall provide both PDF and native Microsoft Project files within ten (10) calendar days after contract award for the design schedule showing all design milestones. The A-E shall also provide an updated projected construction schedule with each construction cost estimate submission. The projected construction schedule shall identify major construction activities, sequencing, phasing assumptions, utility outages, procurement durations, and estimated construction duration. An updated schedule shall be provided after each Notice to Proceed or at any point a deliverable date has shifted.

Government review periods identified in this section apply to complete design submittals. The A-E shall incorporate Government review comments and resubmit revised documents within timeframes directed by the CO. Schedule impacts resulting from Government-directed scope changes or additional review cycles shall be addressed by contract modification, if applicable. The design schedule shall commence upon receipt of the initial Notice to Proceed (NTP).

1. Pre-Investigation Meeting: 14 calendar days after contract award.

2. Investigation Report Due: 42 calendar days after receipt of Notice to Proceed.

3. Pre-Design Conference: 21 calendar days after receipt of the Investigation Report.

4. Gov’t review Period: 14 calendar days after submittal of the Investigation Report.

5. 35% Design Due: 45 calendar days after receipt of Notice to Proceed to 35%.

6. 35% Gov’t Review Period: 21 calendar days after submittal of the 35% design documents.

7. 65% Design Due: 45 calendar days after receipt of Notice to Proceed to 65%.

8. 65% Gov’t Review Period: 21 calendar days after submittal of the 65% design documents.

9. 95% Design Due: 24 calendar days after receipt of Notice to Proceed to 95%.

10. 95% Gov’t Review Period: 21 calendar days after submittal of the 95% design documents.

11. 100% Document Preparation: 14 calendar days after receipt of Notice to Proceed to 100%.

1.08 TITLE II CONSTRUCTION-PHASE SERVICES

The A-E shall provide Title II construction phase services for the project designed under this SOW. Title II services shall begin upon notification by the CO that construction-phase support is required and shall continue through completion of construction. Responses to the following services shall be within five (5) business days of receipt. Deviations from this timeline must be approved by the CO in writing.

Title II services shall include:

A. Review and provide written technical responses to Requests for Information (RFIs).

B. Review contractor submittals, shop drawings, product data, and other technical submittals requiring A-E review for conformance with the construction documents and design intent.

C. Provide technical interpretation and clarification of the construction drawings and specifications.

D. Evaluate proposed construction changes and provide technical recommendations regarding impacts to the design.

E. Participate in construction and technical coordination meetings when requested by the

Government.

F. Perform site visits when requested by the government to evaluate field conditions, investigate design-related technical issues, and provide recommendations.

The A-E shall document Title II actions and provide written responses, recommendations, revised design documents, calculations, sketches or other technical products associated with each assigned action.

Correction of errors, omissions, inconsistencies, or deficiencies in the A-E’s design documents attributable to the A-E’s performance under this SOW is not considered a separately compensable Title II service.

END OF SECTION

SECTION 2:

GENERAL A-E INVESTIGATION AND DESIGN SERVICE REQUIREMENTS

SECTION 2: GENERAL A-E INVESTIGATION AND DESIGN SERVICE REQUIREMENTS

2.01 GENERAL SCOPE:

The A-E shall perform professional architectural and engineering investigation and design services required by this SOW and shall furnish the labor, materials, equipment, and other resources necessary to accomplish the required services.

2.02 TYPE OF WORK:

The A-E shall provide the architectural and engineering disciplines necessary to accomplish the investigation and design requirements of this SOW, including architectural, civil, structural, mechanical, electrical, fire protection, hazardous materials, cost estimating, scheduling, and drafting services.

2.03 ADMINISTRATION:

Eielson AFB CO is responsible for the administration of the contract. No change shall be made in the provisions of this contract without written authorization from the CO. The Base Civil Engineer (BCE) monitors the work and services furnished and evaluates the performance of the A-E as the CO’s Technical Representative (COTR). The COTR is not a CO and has no authority to Contractually bind the Government or modify the contract.

Contractor vehicles, including privately owned vehicles utilized by personnel for travel to and from the installation in support of contract performance, shall enter the installation through designated commercial vehicle inspection areas and comply with all current Eielson AFB entry procedures and inspection requirements in accordance with DAFI 31-101_DAFGM2025-01 and applicable installation security directives in effect at the time of contract performance.

2.04 GENERAL DESIGN CRITERIA AND REFERENCES:

The A-E shall develop the investigation and design in accordance with the governing criteria identified in this SOW and the editions in effect at the time of contract award. Where conflicting requirements are identified, the A-E shall notify the CO and obtain direction prior to proceeding with the affected portion of the design.

The following criteria apply to this project:

• UFC 1-200-01, DoD Building Code (General Building Requirements)

• UFC 4-211-01, Aircraft Maintenance Hangars

• UFC 3-600-01, Fire Protection Engineering for Facilities

• UFC 3-301-01, Structural Engineering

• UFC 3-110-03, Roofing

• UFC 3-410-01, Heating, Ventilating, And Air Conditioning Systems

• UFC 3-580-01, Information and Communications Technology Infrastructure Planning and Design

• UFC 3-120-10, Interior Design

• UFC 3-810-01, Environmental Engineering for Facility Construction

• Unified Facilities Guide Specifications (UFGS)

• Eielson AFB Installation Facility Standards (IFS)

• Applicable National Fire Protection Association (NFPA) codes and standards incorporated or required by the governing UFC criteria.

• Applicable Federal and State of Alaska environmental requirements governing hazardous materials investigation and abatement design.

2.05 WARRANTY:

The A-E shall bring any questions concerning the design to the attention of the Government during the design phase. The A-E shall verify that the final documents have been field checked to eliminate conflicts and interferences. The A-E shall provide interpretation of construction documents to clarify any ambiguities and shall correct any errors or omissions in his design package.

A. DISCREPANCIES: The A-E shall be responsible for the professional quality, technical accuracy, and the coordination of all design, drawing, specification, and other services furnished by the A-E under the resulting contract. The A-E shall, without additional compensation, correct or revise any errors or deficiencies in design, drawings, specifications, and other services in an agreeable timeframe with the CO and Contractor to avoid construction delays.

B. INTERPRETATION: During the construction solicitation and the construction periods of the project, the A-E shall be available, at no additional cost to the government, to interpret or clarify plans and specifications, should questions arise.

2.06 DESIGN CLARIFICATIONS AND CORRECTIONS:

The A-E shall correct errors, omissions, inconsistencies, or deficiencies identified in the A-E’s design documents that are attributed to the A-E’s performance under this SOW. The A-E shall revise affected drawings, specifications, calculations, design analyses, cost estimates, or other design documents necessary to provide consistent construction documents.

2.07 GOVERNMENT FURNISHED INFORMATION (GFI):

The Government will provide the A-E with available information relevant to the investigation and design of this project. Government furnished information will include:

A. A description of the specific requirements for the design of this project. See Section 1 of this SOW.

B. An estimated construction cost range.

C. Available existing drawings, as-built drawings, and record drawings for Building 1232 D. Eielson AFB specific Division I specifications (to be tailored by the A-E for specific project requirements). Division I specifications will be provided after award of contract by the 354 CES

PM.

E. Available hazardous materials surveys and records F. Available utility information and records G. Available equipment, maintenance, and facility record relevant to the project

Government furnished drawings, records, and other existing-condition information are provided to assist the A-E in performing the required investigation and design. Existing records may not reflect current field conditions. The A-E shall field verify existing conditions and shall not rely solely on Government-furnished information when developing the design.

The A-E shall notify the Government when Government-furnished information conflicts with verified field conditions or when additional Government=held information is required to complete the design.

2.08 PLACE OF PERFORMANCE

Field investigation, site visits, and other on-site services required under this SOW shall be performed at Building 1232, Eielson AFB, Alask. Design development and other services not requiring on-site performance may be performed at the A-E’s facility.

SECTION 3:

A-E INVESTIGATION SERVICE REQUIREMENTS

SECTION 3: A-E INVESTIGATION SERVICE REQUIREMENTS

3.01 SCOPE OF WORK:

A-E investigation services shall include participation in the pre-investigation meeting and submission of meeting minutes, the planning, study, field reconnaissance, stakeholder interviews, materials testing, site survey and investigation; and work required to obtain the engineering information and data necessary for the accomplishment of this contract. The A-E shall determine the condition and type of existing utility services and structures involved in the project design. The A-E shall place particular emphasis on making an accurate estimate of the location and quantity of hazardous materials affecting the project design. The A-E shall prepare documents showing existing conditions, conduct fact finding investigations, collect and review project data and records, preliminary estimates of cost and construction timelines, and prepare and present a written investigation report.

3.02 PRE-INVESTIGATION MEETING:

The A-E and Government representatives will meet to discuss the objectives and requirements relating to the investigation. The A-E will have the opportunity to interview appropriate government personnel and request any assistance that may be required. Record the proceedings of the meeting, and submit a written summary report (meeting minutes) to the CO.

3.03 COST AND SCHEDULE ESTIMATE:

A preliminary construction timeline and cost estimate shall be included with the investigation report. The A-E shall develop initial estimates of construction timelines. If the estimated construction cost exceeds the Programmed Amount (PA), the A-E shall notify the CO as soon as practical and shall not proceed until advised doing so by the CO.

The cost estimate shall be submitted in the following formats: A PDF of the cost estimate report, a native file in either PACES or MII using the same data utilized to develop the submitted estimate, and an Excel file.

The A-E shall prepare and submit a draft BOE explaining methodologies and assumptions in developing the cost estimate.

The A-E shall provide a projected construction schedule identifying major construction activities, sequencing, phasing, assumptions, utility outages, procurement durations, and estimates construction duration.

3.04 INVESTIGATION REPORT:

The A-E shall prepare an investigation report detailing the findings of the investigation and submit it to the CO for approval. Included in this report shall be all site plans, photographs, hazardous materials surveys and test results, documents describing existing conditions prepared by the A-E, inspection results, engineering data, cost and construction estimates, product literature and technical data necessary to document and support the investigation findings and recommended design approach. The investigation report shall include the A-E’s recommended design approach, preliminary construction cost estimate, and estimated design and construction schedules. After review of the report by the CO, the A-E shall present the report at an investigation review meeting at Eielson AFB. Changes resulting from the investigation review meeting shall be incorporated into the first design submittal.

SECTION 3:

A-E INVESTIGATION SERVICE REQUIREMENTS

3.05 INVESTIGATION REVIEW MEETING:

At the investigation review meeting the attendees will discuss the investigative report and give technical guidance for proceeding with the design. The A-E shall attend the investigation review meeting at Eielson AFB, take attendance and minutes, and answer review comments. The investigation review meeting shall be scheduled through the CO. The meeting will be attended by the Government’s project engineer, engineering staff, representatives of the reviewing and using agencies, interested parties, and the A-E’s project manager and necessary staff. Reviewers will submit written comments that will be provided to the A-E for response. The A-E shall provide written responses to all Government review comments and incorporate accepted comments into subsequent design submittals.

3.06 DOCUMENTS SUBMITTED:

The exact number of documents required for each review submittal, and time frames for their development and review, are described in Section 1 of this SOW. All investigation reports, field documentation, photographs, hazardous material survey reports, laboratory results, cost estimates, schedules, design recommendations, and supporting documentation shall be developed to a uniform level of completion and submitted in the formats specified in Section 1 of this SOW. All investigation documents submitted for Government review shall be clearly marked “FOR ENGINEERING REVIEW

ONLY, NOT FOR CONSTRUCTION”.

3.07 CONTRACTOR’S FURNISHED PRODUCT:

The A-E shall provide a complete investigation report to the government as specified in previous sections of this SOW. The investigation report shall be of the highest professional quality and shall provide the basis of, as well as options for, the design.

SECTION 4:

A-E DESIGN SERVICES

SECTION 4: A-E DESIGN SERVICES

4.01 SCOPE OF WORK:

The A-E shall perform all services required to prepare and furnish complete construction documents, with addenda as required, for the accomplishment of this contract.

4.02 DESIGN SERVICES:

Design services shall include all aspects of design required to provide a complete and accurate set of project documents to be used for obtaining contract construction services. This includes the following:

A. Familiarization with the scope of the project, general conditions governing the performance of the work, and the conditions under which the project will be constructed.

B. Coordination with Base Civil Engineering and the using agencies to develop functional relationships and detailed requirements.

C. Production of the required design documents.

4.03 DESIGN DOCUMENTS:

The A-E shall prepare complete and coordinated construction drawings that clearly and accurately depict the type, location, extent, and requirements of the construction work. The drawings shall clearly distinguish new and existing work. The drawings shall be drawn to appropriate scales and dimensioned completely and accurately. Each drawing shall have a graphic scale. The A-E shall use a standard sheet format and fonts conforming with Eielson AFB Drafting Standards. Lettering shall be large enough to ensure legible half-size reduction. Each discipline’s group of drawings shall contain a detailed legend defining all applicable symbols appearing on that discipline’s sheets. The legend shall appear on the first sheet of each group. The A-E shall use standard building material indicators, and standard architectural, mechanical, and electrical equipment symbols.

A. DESIGN ANALYSIS: The A-E shall prepare a complete and accurate design analysis to support the project design. Each sheet of the design analysis shall be sequentially numbered and shall carry the title of the project, date of analysis, and the designer’s name. The analysis shall be bound and prepared (typed or legibly printed) on 8-1/2”x11” bond paper or standard company form, with 1” left and right margins. The design analysis shall cite specific code references, assumptions, calculation sources, data sources, etc. Calculations and data shall be presented in a neat and logical progression. The analysis shall include: a brief description of the desired project outcome, anticipated construction schedule, description of existing conditions, site descriptions, existing facility features such as age and type of construction, utility location and access, photographs, electrical-load calculations, and computer modeling required to support the design.

A constructability report shall be incorporated into the 95% design analyses (see para. 4.09). An updated design analysis shall be submitted at each review stage to describe and justify each decision made at that stage. The final design analysis shall present a clear and logical picture of the final design and shall be edited to exclude reference to changes made during the design process.

B. PRICE SCHEDULE: The A-E shall provide a detailed proposed pricing schedule in the format specified by the government.

C. DRAWINGS: The A-E shall provide a detailed schedule of drawings in the format specified by the government. The A-E shall prepare and furnish drawings to show existing site conditions, general layout of facilities, and the extent, type, and detailed requirements of the work to be performed. Full-scale drawing size for Eielson AFB is ANSI D (22” X 34”). Separate drawings shall be prepared to cover all needed phases of architectural, hazmat, civil, structural, mechanical, fire suppression, electrical, etc. work to be accomplished. Detail drawings shall refer to the sheets and drawings to which they apply. Similarly, where details are called out, the callout shall identify the detail tag and the sheet where the detail is located. In addition to hard copy drawings, the A-E shall provide electronic copies of the drawings via DoD SAFE in the Government’s most recent version of AutoCAD (version 2020 or later) and in read-only Adobe Acrobat Reader (.pdf file) format. Actual number of required copies of drawings to be submitted is described in Section 1 of this SOW.

4.04 SPECIFICATION TECHNICAL PROVISIONS:

The A-E shall prepare detailed specifications for each category of work for each building trade to meet government standards for competitive solicitation. Included shall be a list of all Government-Furnished Equipment (GFE). Specifications shall be written utilizing industry and government standards.

Specifications shall conform to the Unified Facilities Guide Specifications (UFGS) system with UFGS-format section number and page numbers centered at each page bottom. The header of each page shall include the project title and project number on the left-hand side. The specification Table of Contents shall indicate which UFGS sections are included. Brand name references in specifications are prohibited unless approved by the CO or mandated by the Government. However, basis of design information shall be incorporated in the drawings. Specifications shall be tailored to the project and be clear, concise, coordinated with the drawings, and be free of typographical, grammatical, and spelling errors. Specifications shall be typed on 8-1/2” x 11” bond paper with 1” left and right margins. In addition, the complete specifications shall be submitted via DoD SAFE, in SpecsIntact format. Actual number of required copies is described in Section 1 of this SOW.

4.05 COST ESTIMATE:

The A-E shall prepare a detailed construction cost estimate. Estimates shall be broken down into line items by individual task and grouped into major construction categories such as architectural, hazardous material abatement, civil, structural, mechanical, fire protection, electrical, contractor mobilization(s), general contractor requirements, etc., showing labor (man-hours), material costs and equipment costs.

Cost estimate shall be marked “CONTROLLED UNCLASSIFIED INFORMATION (CUI)” and prepared using current and verifiable cost data reflecting construction costs in the Fairbanks, Alaska area. The estimate shall also reflect accurate costs associated with the particular requirements of constructing on Eielson AFB. The cost estimate shall be prepared assuming construction will start in the summer following the scheduled design completion date, unless specified otherwise in Section 1. Also include an “estimating contingency” line-item amount appropriately sized per the level of design, with no estimating contingency costs included in the 95% and 100% submittals. If the construction cost estimate will exceed the amount programmed in the task order, the A-E shall notify the CO as soon as that determination is made. The cost estimate shall be broken down into “minor construction” and/or “repair and maintenance”.

In addition to the hard copy, the final cost estimate shall be submitted via DoD SAFE in the PDF format, native PACES or MII format, and the Government’s most recent version of…