2. DRAFT - Seed Project SOW (Repair Dorm B377).pdf

STATEMENT OF WORK

FOR

REPAIR DORM B377

AT

MACDILL AIR FORCE BASE, FLORIDA

SEED PROJECT NO. NVZR 21-0081

27 July 2026

DRAFT

SEED Project No.: NVZR 21-0081

I. PROPOSAL

A. Seed Project Designation & Basis of Award: This Task Order serves as the mandatory Seed Project (initial task order) for the Multiple Award Construction Contract for Wing Infrastructure & Next-Generation Structures (MACC-WINGS) IDIQ. Award of this Task Order will be made concurrently with the award of the basic IDIQ contracts. In accordance with the MACC-WINGS source selection criteria, this Seed Project will be awarded based on Best Value Tradeoff.

B. Project Delivery Model Variation: This Task Order is directed by Work Element No. 1 (Design-Phase Site Validation), Work Element No. 2 (Design Completion), and Work Element No. 3 (Construction Execution) in accordance with the MACC-WINGS General Contract Requirements, Section 01000. The Contractor awarded this Task Order must validate the Government’s 35% conceptual design, complete the design to 100%, and execute the physical construction utilizing a Design-Build framework.

C. Cost Proposal Breakdown: The contractor’s Firm-Fixed-Price (FFP) cost proposal must be broken down into two major accounting elements: (1) EEIC 522 and (2) EEIC 524. Provide all labor, materials, design site investigations, and equipment as generally outlined below:

• EEIC 522 (Repair & Maintenance): Doors, windows, finishes (drywall, exterior paint), specialties (sinks, toilets, showers, etc.), furnishings, fire suppression, plumbing, electrical, communications, fire alarm, and earthwork and associated components.

• EEIC 524 (Repair Sustainment): Roof, finishes (acoustical ceiling, ceramic tile floors & walls, luxury vinyl tile (LVT), interior paint, signage), HVAC, lightning protection, earthwork, utilities, and associated components.

D. Key Personnel Requirements for Dorm B377: The Contractor must assign dedicated, qualified personnel to this project. The following individuals must be identified by resume in the Technical Proposal, and the same individuals must be deployed to the site upon Task Order award:

1. Project Manager: Minimum five (5) years of commercial/federal PM experience.

Must hold a Project Management Professional (PMP) or Certified Construction Manager (CCM) Certification. Project Manager’s possessing a DBIA (Design-Build Institute of America) and/or Construction Documents Technology (CDT) credentials are considered a significant strength.

2. Site Superintendent: Minimum five (5) years of commercial superintendent experience, including at least two (2) occupied facility renovations. Must hold a current OSHA 30-Hour card and an active EM 385-1-1 Certification. This individual must be 100% dedicated to Dorm B377 and cannot be shared with other base projects.

3. CQC System Manager: Must hold a current USACE/NAVFAC Construction Quality Management (CQM) certification. Possessing Construction Specifications Institute (CSI) certification(s) (CDT and/or Certified Construction Contract Administrator (CCCA)) is a significant strength.

4. Sustainable Design Professional: Must be an actively certified LEED AP BD+C (or approved equivalent national credential) or formal third-party Green Building Certification responsible for tracking UFC 1-200-02 compliance, energy modeling, and C&D waste diversion.

5. Lead Architect/Engineer (A/E) of Record: The A/E design team must meet the requirements of MACC-WINGS SOW Section 01000, Para 3.1.5. The Lead A/E of Record must demonstrate active State of Florida PE/RA registrations, including the inclusion of a Qualified Fire Protection Engineer (QFPE), and proven experience executing ATFP blast-resistant detailing (UFC 4-010-01).

E. Subcontractor Engagement Strategy (Labor & Material Mitigation): Subcontractor Engagement & Supply Chain Mitigation: Recognizing the tightly constrained trade labor and material market in the Tampa Bay region, the Contractor must proactively mitigate regional supply chain and labor shortages during contract execution.

1. Labor Mitigation: The Contractor must maximize the use of the pre-vetted, multi-month badging protocols established in MACC-WINGS SOW Section 01000, Para 7.4 to prevent subcontractor labor loss at the installation gates and ensure consistent staffing of critical trades. The Contractor's Site Superintendent is directly responsible for verifying that all subcontractor personnel possess the required two (2) forms of acceptable identity source documents prior to submitting them on the Base Access List.

2. Advanced Material Procurement: To protect the 515-day project schedule, the Contractor is authorized to execute early procurement packages for long-lead critical items (e.g., Carrier chiller, blast-resistant storefronts, structural steel coil). In accordance with MACC-WINGS SOW Section 01500, Para 2.7, the Government will authorize progress payments for these materials when delivered and stored off-site, provided they are secured in a bonded, insured facility within a 60-mile radius and accompanied by a clean Bill of Sale.

3. Sales Tax Exempt Direct Purchase (STEDP): The Contractor shall initially include all applicable Florida state and local sales taxes in their FFP proposal. However, the Government reserves the right to execute a Sales Tax-Exempt Direct Purchase (STEDP) for high-cost or long-lead materials (such as the Carrier Chiller or aluminum roof coil) to secure tax savings. If the Government exercises this right, the Contractor shall assist the Contracting Officer in issuing the direct purchase order and shall immediately process a deductive modification to the Task Order price to remove the material costs and associated sales tax.

4. Commercial Innovation Integration: In accordance with MACC-WINGS SOW Section 01300, Para 8, the Contractor is highly encouraged to utilize Virtual/Augmented Reality (VR/AR) during the design phase to coordinate the dense mechanical room routing and ensure zero spatial clashes.

II. PROJECT PERFORMANCE PERIOD

A. PHASE I: Design and Construction (515 Days Total)

1. Design Duration: The Period of Performance for Design is 150 calendar days.

2. Construction Duration: The Period of Performance for Construction is 365 calendar days. An NTP for construction will be issued upon approval of the 100% Final Design and receipt of all required permits.

3. Pre-Final Inspection: Request a Pre-Final Inspection Meeting not less than 14 calendar days prior to the intended date. The request must be accompanied by a contractor-provided punch list and an Interim DD Form 1354.

B. PHASE II: Administrative closeout: Administrative closeout is 30 calendar days following the Final Physical Inspection. In strict accordance with the Revolutionary FAR Overhaul (RFO) Part 52.232-5 and MACC-WINGS SOW Section 01400, the Government shall withhold up to 10% of the total Task Order value (retainage) until 100% of the Administrative Closeout deliverables (including native AutoCAD 2024, SDSFIE 4.0.3 GIS data, final C&D Waste reports, and the certified Final DD Form 1354) are submitted and accepted by the Government.

III. LOCATION OF WORK

The place of performance will be 8208 Hillsborough Loop Drive, Tampa, Florida 33621 MacDill Air Force Base (MAFB), FL.

IV. TECHNICAL SCOPE OF WORK

The work includes the renovation of the interior and exterior, the addition of a roof, and incidental related work. The Contractor must provide all design efforts, labor, materials, and equipment as generally outlined below. (Note: All design and execution must comply with the DoD Architectural Barriers Act [ABA] Accessibility Standard, the Next-Generation Structural & Advanced Engineering Criteria established in MACC-WINGS SOW Section 01200, and the architectural character, color palettes, and material standards defined in the current MacDill AFB Installation Facilities Standard [IFS]).

A. CIVIL AND STRUCTURAL

1. Site Survey & Mapping: Provide existing conditions topographic and utility survey, signed and sealed by a State of Florida Professional Land Surveyor, by the 65% design submittal. The Contractor is authorized to utilize commercial UAVs (drones) to conduct high-resolution aerial mapping and roof thermal scans, provided all FAA Part 107 and 6th SFS flightline security protocols are strictly followed.

2. Structural Upgrades (IEBC/IBC): The new roof loads imposed on the existing structure exceed IEBC limits for de minimis work. The Contractor must demonstrate that the new roof structure and all existing structure carrying altered loads to earth comply with the latest IBC requirements for new structures. As a condition of the bid, the

Contractor will presume that no alteration of the existing structure (other than new roof attachment) will be required to meet IEBC/IBC requirements. The Contractor must notify the Government immediately by RFI should they discover otherwise.

3. Demolition: Remove existing roof system to deck. Demolish and dispose of off-base elements identified on the instruction drawings (pavement, sidewalk, hardscape, utilities).

Sawcut and remove masonry to prevent damage to surfaces to remain. The Contractor is strictly and financially liable for repairs to any active utilities damaged within 5 feet of a marked route.

B. ARCHITECTURAL

1. Demolition: Remove existing gypsum from the entire facility (existing wall framing is to remain unless layout has changed). Remove existing doors, windows, interior finishes, cabinets, and fixtures. Provide 2,000 square feet of mold removal/cleaning and 1,000 square feet of concrete rehabilitation (spalling/crack repair).

2. Roofing System: Provide an aluminum Standing Seam Metal Roof System (SSMRS) with Miami-Dade NOA. Provide continuous length panels with no joints or seams, minimum R-30 insulation, and a 20-year no-dollar-limit warranty. Provide a new metal roof hatch with an interior ladder.

3. Doors & Windows: Provide standard steel doors and frames (SDI/DOOR A250.8, Levels 2, 3, and 4) with blast-resistant exterior glazing meeting UFC 4-010-01 and Miami-Dade NOA requirements. Provide storefront assemblies and new window blinds (horizontal at Sleeping Units, vertical at Common Rooms). Provide full stainless steel (Marine Grade I) locksets at all exterior locations.

4. Interior Finishes: Provide new gypsum board (Type X at Sleeping Units, Abuse Resistant at Common Areas, and Cementitious Backer at showers). Provide glazed porcelain floor tile (12x24), glazed ceramic wall tile (10x14), Luxury Vinyl Tile (LVT) at Sleeping Units, and broadloom carpeting at the second-floor Common Room.

C. PLUMBING

1. Demolition: Demolish all sanitary piping to the main cleanout in the yard. Demolish vent lines, domestic water piping to the backflow preventer, plumbing fixtures, and the existing water heater.

2. New Work: Provide new schedule 40 solid-core PVC sanitary sewer and vent piping.

Provide a minimum of three 3-inch VTRs. Provide all new CPVC domestic water piping.

Provide a new gas-fired, tank-type water heater (minimum 900,000 BTU input, 300-gallon tank) in the ground floor mechanical room. Provide hot water recirculation piping and pump with balancing valves at two locations per floor.

D. MECHANICAL

1. Design Parameters: Cooling 75°F / Heating 68°F (Occupied). Maintain positive pressurization of building (8% greater than exhaust volume). Outside air criteria to comply with ASHRAE 62.1.

2. Demolition: Remove the rooftop outside air unit, condensing unit, ductwork, fluid cooler, and all heat pumps. Recover all refrigerant and return to MacDill HVAC shop in 30lb disposable cylinders.

3. New Work: Furnish and install a new 80-ton, air-cooled, scroll compressor chiller. In accordance with the MacDill Design Guide Section 8.1.9, the manufacturer is limited to Carrier. Relocate the chiller away from the clothes dryer exhaust. Provide new chilled water piping insulated with foam glass. Install chilled water fan coils with heaters and 3-way control valves. Provide a new DDC controls system compatible with the MacDill Design Guide. Provide a kitchen hood with a wet chemical fire suppression system on the third floor.

4. Industrialized Construction (Modular Prefabrication): In accordance with MACC- WINGS SOW Section 01200, the Contractor is highly encouraged to utilize off-site modular prefabrication for complex mechanical components (e.g., chilled water piping racks, pump skids, and DOAS duct assemblies) to bypass local labor shortages and reduce the on-site installation schedule.

5. Smart-Sensing O&M Technology: To transition Dorm B377 to a predictive maintenance model, the Contractor must incorporate DoD-compliant Smart-Sensing technologies into the new DDC system. At a minimum, this will include vibration analysis sensors on the primary chiller compressors/pumps and active humidity/leak detection sensors in the primary mechanical room and common area chases.

6. HVAC Control Commissioning & Detailed Testing:

• Commissioning Planning & Narrative: The Contractor's Commissioning Agent (CxA) must review the Government scope and the Contractor's multi-discipline construction documents. A formal HVAC Commissioning Narrative must be submitted as part of the 65% design plan set to establish the intent for base review and ensure the CxA, Design Engineer, and MacDill are aligned. Prior to physical construction, the Contractor must submit a detailed HVAC Controls Testing / Commissioning Plan for base review via AF Form 66.

• Detailed Controls Testing Summary: Controls testing must be performed with all relevant sub-contractors present so needed corrections can be made concurrently.

The CxA must review the Test and Balance (TAB) report, provide a summary of deficiencies, and perform the following field validations for the final Commissioning Report:

• Point-to-Point Inspection: Provide complete point-to-point testing of the entire DDC/HVAC controls system.

• VFD / Outside Air Flow Testing: Manually set VAV boxes to minimum flow. Observe operation of the return air damper to maintain constant outside air (OA) flow. Check the OA flow reading against actual air flow and calibrate the flow meter as required. Set VAV boxes to 50%, 70%, and maximum flow and repeat. Verify OA flow remains essentially constant and record results.

• VAV Box Testing: Manually adjust the thermostat for each VAV box and check that the box responds as expected. Ensure the heater energizes at minimum flow to prevent overcooling the space. Check the associated thermostat temperature reading against a calibrated temperature sensor.

• Secondary Drain Pan Float Switch: Manually trip the secondary drain pan float switch and observe the unit shut down and trigger an alarm on the control system.

• HVAC Emergency Shutdown Switch: Ensure initiating the switch causes the OA unit to shut down, the OA damper to close, and all exhaust fans to shut down within 30 seconds. Observe pilot lights function as expected.

• Chilled Water (CHW) Coil Testing: Place a load on the system by manually energizing the VAV box heaters. Observe the VFD modulate and the CHW control valve modulate to maintain coil leaving air setpoint. Vary the setpoint and observe the valve actuating in the field. Take manual Supply Air Temperature (SAT) readings and compare them to the DDC system readings.

• Sensor Testing: Take manual parameter readings at all control sensors and compare them to DDC system readings. Testing will include temperature, pressure, differential pressure, humidity, and flow. Calibrate the VAV box flow readings during TAB.

• Smoke Detector Testing: Initiate alarm on unit smoke detectors using artificial smoke. Verify that the HVAC units shut down and the alarm initiates on the Fire Alarm Control Panel (FACP).

E. FIRE SUPPRESSION

1. Demolition: Remove the existing wet pipe sprinkler system back to the fire riser.

2. New Work: Design and install a new wet pipe sprinkler system per UFC 3-600-01 and NFPA 13. Provide a control valve with tamper switch on each floor. Provide factory coatings on all exposed sprinkler heads. FDC piping will terminate on the system side of the main riser check valve. All piping to be steel, minimum schedule 10 or 40, in accordance with UFC 3-600-01.

F. ELECTRICAL & FIRE ALARM

1. Power: Demolish existing Power Panels A, B, and E series. Provide new 225A 120/208V 72-Pole Power Panels (to replace A & B) and a new 125A 120/208V panel (to replace E). Reuse existing branch circuits where conditions permit; evaluate and replace conductors as required.

2. Lighting & Protection: Provide new light fixtures throughout. Provide a new lightning protection system on the roof (existing down leads and ground wells may be reused as conditions allow). Provide a new UL Letter of Finding.

3. Fire Alarm: Demolish the existing fire alarm system. In strict accordance with the Air Force Civil Engineer Center (AFCEC)-mandated Fire Alarm Panel Standardization Policy for MacDill AFB, provide a new Notifier, Fire Lite, or Siemens Mass Notification combination Fire Alarm Control Panel (FACP) and system, fully integrated and connected to the Base Wide Central Reporting Station. "Or equal" substitutions are strictly prohibited. Smoke detectors in resident rooms will alarm local horn/speaker strobes only, while providing a trouble signal to the FACP.

G. MINIMUM PERFORMANCE STADARDS & BASIS OF DESIGN (BOD)

This section defines the Minimum Performance Standards for Basis of Design (BOD) products. Minimum Performance Standards represent the essential physical, chemical, and functional features that any proposed "Or Equal" substitute material or system must possess to be considered acceptable by the Government. The Contractor bears the burden of proving that any proposed substitution meets or exceeds these technical benchmarks (including volume solids, VOC limits, and ASTM performance ratings) during Phase I design review.

1. Division 09 90 00: Protective Coatings & Paints: All paint systems will be applied in a strict three-coat process (1 Primer, 2 Topcoats) in accordance with the manufacturer's published instructions. "Or Equal" systems must match the chemical composition, finish/sheen, and Mil thickness profiles defined below:

a. Interior Paint Systems

Substrate / Location

System Type

Finish / Sheen

Coating Layer

Basis of Design (BOD) Product

Min.

WFT

Min.

DFT

Standard Drywall (Sleeping Units, Corridors)

Low-VOC Latex Eg-Shel

1st Coat (Primer):

2nd Coat (Body):

3rd Coat (Finish):

S-W ProMar 200 Zero VOC Primer (B28W2600)

S-W ProMar 400 Zero VOC Latex Eg-Shel (B20-4600)

S-W ProMar 400 Zero VOC Latex Eg-Shel (B20-4600)

4.0 Mils

4.0 Mils1

1.0 Mils

1.3 Mils

1.3 Mils

High-Wear Drywall (Wet Areas, Comm, Janitor, Utilities)

Single- Component Pre- Catalyzed Waterbased Acrylic Epoxy

Semi- Gloss

1st Coat (Primer):

2nd Coat (Body):

3rd Coat (Finish):

S-W ProMar 200 Zero VOC Primer (B28W2600)

S-W Pro Industrial Pre-Cat Epoxy (K46-150)

S-W Pro Industrial Pre-Cat Epoxy (K46-150)

1.0 Mils

1.5 Mils

Interior Structural Steel (Doors, Frames, Window Frames)

Single- Component Universal Primer & Waterbased Epoxy

Semi- Gloss

1st Coat (Primer):

2nd Coat (Body):

3rd Coat (Finish):

S-W Pro Industrial Pro-Cryl Primer (B28W08111)

S-W Pro Industrial Pre-Cat Epoxy (K46-150)

S-W Pro Industrial Pre-Cat Epoxy (K46-150)

5.0-10.0 Mils

2.0-4.0

Interior Wood (Trim, Shelving)

Latex Wood Primer & Waterbased Epoxy

Semi- Gloss

1st Coat (Primer):

2nd Coat (Body):

3rd Coat (Finish):

S-W Premium Wall & Wood Primer (B28W08111)

S-W Pro Industrial Pre-Cat Epoxy (K46-150)

S-W Pro Industrial Pre-Cat Epoxy (K46-150)

1.8 Mils

b. Exterior Paint Systems

Substrate / Location System Type Finish /

Sheen Coating Layer

Basis of Design (BOD) Product

Min.

WFT

Min.

DFT

Exterior Sheet Metal (Flashings, Caps, Fascia)

High- Performance Acrylic

Semi- Gloss

1st Coat (Primer):

2nd Coat (Body):

3rd Coat (Finish):

S-W Pro Industrial Pro-Cryl Primer (B28W08111)

S-W Pro Industrial Acrylic (B66-650 Series)

S-W Pro Industrial Acrylic (B66-650 Series)

5.0-10.0 Mils

6.0-12.0 Mils

6.0-12.0 Mils

2.0-4.0 Mils

2.5-4.0 Mils

2.5-4.0 Mils

Exterior Masonry (Cement Stucco, Exposed Concrete)

High- Durability Elastomeric/ Acrylic

Flat

1st Coat (Primer):

2nd Coat (Body):

3rd Coat (Finish):

S-W Loxon Concrete & Masonry Primer (A24W8300)

S-W Resilience Exterior Latex (K42 Series)

S-W Resilience Exterior Latex (K42 Series)

8.0 Mils

3.2 Mils

1.56 Mils

1.56 Mils

Exterior Steel (Doors, Frames, Railings, Louvers, Downspouts)

Single- Component Waterbased Polyurethane

Gloss

1st Coat (Primer):

2nd Coat (Body):

3rd Coat (Finish):

S-W Pro Industrial Pro-Cryl Primer (B28W08111)

S-W HydroGloss Waterbased Urethane (B65W181)

S-W HydroGloss Waterbased Urethane (B65W181)

5.0-10.0 Mils

6.0-12.0

6.0-12.0

2. Division 09 30 00: Resilient Wall Base

• Manufacturer/Series: Tarkett Millwork Wall Finishing System (or Equal).

• Material Standard: ASTM F1861, Type TP (Thermoplastic Rubber), Group 1 (solid).

• Profile/Height: "Inflections" contoured profile, 5.25” height (or full manufacturer profile range as approved in the Color Binder).

3. Division 23 64 11: Mechanical (HVAC)

• Air-Cooled Chiller (Carrier): Copper tube/aluminum fin condenser coils; Factory-applied E-coat barrier coating; Spring-type vibration isolators (min 2.0-inch deflection); Acoustic compressor blankets.

• DOAS with Energy Recovery: Factory-applied phenolic/epoxy coating on evaporator coil; SCR controlled electric duct heater; Total Energy Recovery Wheel (AHRI 1060 certified).

• Smart-Sensing Integration: All mechanical designs must integrate predictive maintenance sensors (vibration/acoustic/moisture) compatible with the specified DDC system to comply with Section IV.D.5.

4. Division 22 40 00: Plumbing Fixtures

• Fixture Performance: High-efficiency, low-flow fixtures. Sinks (Lavatory and Kitchen) must be undermount style. Install automatic trap primer valves connected to cold water supply for all floor drains.

5. Division 26 51 00: Interior Lighting (LED):

• Performance: 4000K (Neutral White); CRI 85+ minimum; 120V / 277V universal driver; 10-year comprehensive warranty.

V. DESIGN DELIVERABLES & REQUIREMENTS

The Contractor's Architect/Engineer (A/E) of Record is responsible for the professional quality and technical accuracy of all design deliverables. Drawings and specifications found to be incomplete or failing to meet the minimum requirements outlined below at each milestone will be rejected and returned for correction at no additional cost or schedule relief to the Government.

Design Phase Discipline Minimum Required Deliverables

65% Design Submission

All Disciplines

1. Cover Sheet & Notes: Title, map, drawing index, primary codes.

2. Specifications: Draft CSI MasterFormat specifications.

3. Demolition Plans: Clear depiction of all elements to be removed.

4. Sustainability / HPSB Checklist: Draft UFC 1-200-02 compliance tracker, signed by the LEED AP BD+C.

5. Energy/Water Models: Preliminary ASHRAE 90.1 energy model and indoor water use reduction calculations.

Architectural

1. Plans: Laydown/phasing plan, life safety, dimensioned floor & roof plans.

2. Elevations/Sections/Details: Wall sections, interior elevations, air barrier details.

3. Schedules: Preliminary Door/Window/Hardware & Room Finish schedules.

Plumbing

1. Plans & Isometrics: Piping layouts, sizes, slopes, isometric diagrams.

2. Calculations: Pipe sizing (WSFU/DFU), water heater, expansion tank.

Mechanical

(HVAC)

1. Plans & Details: Ductwork, equipment tags, CFMs, Mech room layouts.

2. Calculations: ASHRAE 62.1 outside air, heating/cooling load calculations.

3. Commissioning: Formal HVAC Commissioning Narrative.

Fire Protection

1. Plans & Schematics: Sprinkler layouts, riser locations, FDC.

2. Calculations: Full hydraulic calculations (design area, density, hose stream).

Electrical

1. Plans & Diagrams: One-Line Diagrams, Power distribution, lighting plans.

2. Studies: Photometric plan study (normal and egress).

95% Design Submission

All Disciplines

1. Drawing & Spec Completion: All documents updated with 65% review comments.

2. Inter-Disciplinary Coordination: Final clash resolution.

3. Updated HPSB Checklist: Submitted by the LEED AP BD+C.

4. Detailed Commissioning Plan: Submitted by the CxA for base review.

100% Design Submission

All Disciplines

1. Final Review: Incorporate all 95% comments.

2. Professional Endorsement: Signed/sealed by FL-registered PE/RA.

3. Final HPSB Tracker: Signed compliance checklist integrated into Design Analysis.

VI. KICK-OFF MEETINGS & NOTICE TO PROCEED (NTP) PROCEDURES

The initiation of work is governed by a phased Kick-Off and NTP process in accordance with MACC-WINGS SOW Section 01400.

A. Phase I: Design-Build Kick-Off & Design NTP

1. Design Kick-Off Meeting: Within ten (10) calendar days of Task Order award. The Project Manager, Engineers/Architects of Record, and LEED AP BD+C must participate to validate the delivery model, investigate schedules, and establish submittal routing.

2. Design NTP Prerequisites: Acceptance of the Payment and Performance Bonds and the initial Quality Control (QC) Plan by the Contracting Officer.

3. Design NTP Issuance: Following a successful Kick-Off and satisfaction of prerequisites, the Government will issue a formal Design NTP. This initiates the 150-day Design Period of Performance and authorizes site investigations, utility locates, and the Constructability/Value Engineering Report. (Note: Does not authorize physical demolition/construction).

B. Phase II: Pre-Construction Conference & Construction NTP

1. Pre-Construction Conference: Requested through 6 CONS no less than 14 calendar days prior to intended Construction NTP. The PM, Site Superintendent, and major subcontractors must validate site access, approved AF Form 103 (Dig Permit), baseline CPM schedule, and safety plans.

2. Construction NTP Prerequisites: The Government will issue the Construction NTP only after:

(a) 100% Final Design is approved;

(b) Pre-construction submittals (Dig Permit, Safety Plan, AHA, Hot Work Plan) are approved;

(c) Draft CPM Gantt Chart is approved.

3. Construction NTP Issuance: Initiates the 365-day Construction Period, authorizing equipment mobilization and physical construction. The Contractor must provide an updated CPM schedule within three (3) calendar days.

VII. TASK ORDER DELIVERABLES & SUBMITTALS

Submittals are strictly governed by MACC-WINGS Section 01500. The Contractor must utilize AF Form 66 (Appendix C) as the baseline submittal register.

A. Color Binder: Prior to 65% design submittal, coordinate a Color Binder Meeting to review finishes. A physical binder and full-color PDF scan are required.

B. Gantt Chart: Develop a Precedence Diagram Method (PDM)/CPM schedule. Less than 2% of non-procurement activities may exceed 20 business days. Update with each modification or slippage >7%.

C. DD Form 1354: Draft required at 95% Design, Interim at Pre-Final Inspection, and Final with Phase II closeout.

D. Submittal Gatekeeper Review: The LEED AP BD+C must co-sign all Division 09 and Division 23 material submittals (AF Form 3000) prior to submission to the Government to ensure compliance with UFC 1-200-02 VOC and efficiency metrics.

E. C&D Waste Management Report: The LEED AP BD+C must submit a certified waste diversion report (with supporting dump tickets) at 50% and 100% construction completion to verify landfill diversion mandates.

F. Value Engineering Change Proposals (VECPs): The Contractor is highly encouraged to submit VECPs during physical construction (Work Element 3) in accordance with MACC- WINGS SOW Section 01000, Para 4.11. If approved by the Contracting Officer, the Contractor shall receive 55 percent of the total realized cost savings.

G. Government Purchase Card (GPC) Payment Requests: The Contractor is authorized to request progress payments via GPC for approved construction invoices valued at or below $250,000.00, in strict accordance with the procedures defined in MACC-WINGS Section 01000, Para 4.7.1.

VIII. CYBERSECURITY & DATA PROTECTION (CMMC)

In accordance with MACC-WINGS SOW Section 01000, Paragraph 7.3, this Task Order generates Controlled Unclassified Information (CUI), including ATFP infrastructure calculations and detailed CAD/BIM blueprints.

A. CMMC Compliance Level: The Contractor must comply with the data protection requirements of NIST SP 800-171, representing a CMMC Level 2 standard (or Level commensurate with current DoD/DoW policy), to safeguard all Federal Contract Information (FCI) and CUI generated during this project.

B. Secure Transmission: The transmission of all digital submittals, design blueprints, and schedules containing CUI must be executed utilizing only Government-approved, encrypted platforms (e.g., DoD SAFE). Transmission via unencrypted commercial email is strictly prohibited.

IX. SOW APPENDICES LIST

• Appendix A: 35% Drawings

• Appendix B: AF Form 3052 Cost Estimate

• Appendix C: AF Form 66 Submittal Register

• Appendix D: Hazardous Materials Forms

• Appendix E: Green Procurement Form

• Appendix F: C&D Disposal Form

• Appendix G: Asbestos Notification Form

• Appendix H: ERP Site Summary

• Appendix I: As-Built Drawings DRAFT