1. MXDP 23-5000 SOW.pdf

STATEMENT OF WORK

Renovate Silver Wings

MXDP 23-5000

Laughlin Air Force Base, Texas

January 26, 2025

Prepared by CENMP

1. Project Description

1.1. Purpose

1.1.1. The purpose of this project is to design and renovate the existing Silver Wings restaurant within building 308 (B308) and the adjacent hallway flooring to increase operational efficiency of the restaurant to meet current mission demands. Work will include, but is not limited to, design and renovation of kitchen area, dining area, and hallway. The general design requirement associated with this project shall be in accordance with this statement of work (SOW).

1.2. Background

1.2.1. Building 308 is a two-story administration building (main building apart from the tower) and was built in 2002. See attachment A, Building 308 Floor Plan.

1.2.2. Renovation will encompass approximately 1600 square feet.

1.2.3. Silver Wings restaurant is approximately 1,600 square feet. The kitchen area includes the cooking section, food preparation section, and the service line section.

1.2.4. The second-floor carpeted hallway is approximately 600 square feet including the elevator.

1.2.5. The design shall include, but not be limited to, all items of work identified within this SOW, to provide a complete and usable facility. All work shall adhere to current government codes, regulations, standards and guidelines.

1.3. Location of Work

1.3.1. 540 Barnes Street, Laughlin AFB, Texas,78843, Base Operations, B308. See attachment A, Building 308 Floor Plan.

1.4. This project is a design-build contract. The Contractor shall be responsible for a complete 100% design ready to issue for construction (IFC) documents and corresponding construction.

2. Scope of Work

2.1. The Contractor shall furnish all surveys, design drawings, labor, equipment, material, transportation, administration, supervision, and all else necessary to perform all operations in connection with successfully completing this project. When complete, the project shall be constructed according to the IFC documents.

2.2. All work on this project shall be accomplished in accordance with, but not limited to, the latest editions of the following and all specifications cited therein:

2.2.1. Attachment B, Laughlin AFB Division 01 General Specification Guidelines

2.2.2. Attachment C, Laughlin Installation Facility Standards

2.2.3. Attachment D, Environmental Quality Construction Specifications Laughlin Air Force Base

2.2.4. AFMAN 48-147 Tri-service Food Code

2.2.5. UFC 1-200-01 DoD Building Code

2.2.6. UFC 1-200-02 High Performance and Sustainable Building Requirements

2.2.7. UFC 3-101-01 Architecture

2.2.8. UFC 3-120-10: Interior Design

2.2.9. UFC 3-201-01 Civil Engineering

2.2.10. UFC 3-410-01: Heating, Ventilation, and Air Conditioning (HVAC)

2.2.11. UFC 3-420-01: Plumbing

2.2.12. UFC 3-450-01 Noise and Vibration Control

2.2.13. UFC 3-501-01: Electrical Engineering

2.2.14. UFC 3-530-01 Interior and Exterior Lighting Systems and Controls

2.2.15. UFC 3-580-01: Information and Communications Technology Infrastructure Planning and Design

2.2.16. UFC 3-600-01: Fire Protection Engineering

2.2.17. NFPA 70 National Electric Code (NEC)

2.2.18. NFPA 101 Life Safety Code

2.2.19. ABA/ADA Accessibility Guidelines

2.3. Existing Conditions:

2.3.1. The Contractor shall investigate the existing condition of Silver Wings facility and the second-floor hallway of B308; obtain all necessary information and engineering design data through on-site investigation, reconnaissance, and surveys, as required to complete the scope of work.

2.3.1.1. The Government will furnish copies of all available records as necessary to aid in the completion of this project; however, the use of Government furnished data does not relieve the Contractor from performing thorough site investigations in order to obtain all the information necessary to provide complete and fully functioning systems. Site visits shall be coordinated with the project’s Contracting Officer (CO)

2.3.1.2. The Contractor shall be solely responsible for verifying and validating existing conditions and incorporating the proposed requirements in conjunction with the existing conditions. See Attachment E, Existing Conditions B308

2.4. Design:

2.4.1. The Contractor shall be responsible for complete 100% design ready to IFC demolition and construction to include electrical, plumbing, HVAC, fire protection, flooring, walls, ceilings, lighting, millwork, and finishes.

2.4.2. The Contractor shall submit a 15% Conceptual Design, 65% Intermediate Design, 95% Pre-final Design and 100% Final Design. For more details, refer to section 3.1 Design Submittals within this SOW.

2.4.3. The Contractor is responsible for all design submittals as listed in section 3.1 with in this SOW.

2.4.4. The Contractor shall refer to Attachment F, Conceptual Design Layout for concept guidance.

2.4.4.1. The Contractor shall submit three restaurant layout courses of action (COAs) at 15% design submittal for the Government review, select and approve before proceeding to the next phase of design.

2.4.4.1.1. Each COA shall have a conceptual layout that accommodates all the equipment outlined in Attachment G, FFE List and a Class 5 construction estimate.

2.4.4.1.2. The layout design shall minimize alterations to existing fire suppression, fire detection, and HVAC systems to the fullest extent possible.

2.4.5. All design and installation shall be ABA-compliant.

2.4.6. The AutoCAD drawings shall be compatible with the Autodesk AutoCAD 2020.

2.4.6.1. The Contractor shall submit the associated plot styles for the DWG drawings.

2.4.6.2. The DWG files shall be one-to-one scale and in imperial units.

2.4.7. Kitchen Area

2.4.7.1. Electrical

2.4.7.1.1. Update existing electrical panel to meet new loads and capacities of kitchen equipment requirements. See Attachment G, FFE List.

2.4.7.1.2. Relocate and add electrical and data conductors required to support new equipment. See Attachment F, Conceptual Design Layout.

2.4.7.1.2.1. Provide new data conductors and conduits for two Point of Sale (POS) stations.

2.4.7.1.2.1.1. Two Cat VI and four electrical outlets (120v) per POS station.

2.4.7.1.2.2. Provide and install new data conductors and conduits for one menu monitor for service line section. See Attachment F, Conceptual Design Layout

2.4.7.1.2.3. Provide and install new data conductors and conduits for up to three monitors for the cooking section and food preparation section. See Attachment F, Conceptual Design Layout

2.4.7.2. Plumbing

2.4.7.2.1.1. Provide plumbing lines and drains in kitchen for food service equipment requirements. See Attachment F, Conceptual Design Layout and Attachment G, FFE List

2.4.7.2.2. The Contractor shall minimize the disturbance to the fire suppression system.

2.4.7.2.3. Any portion of the suppression system affected by the renovation reconfiguration shall be evaluated by a Fire Protection Engineer to ensure code compliance.

2.4.7.3. HVAC

2.4.7.3.1. The Contractor shall replace all HVAC diffusers and intake vents with same or like as.

2.4.7.4. Any portion of the HVAC system affected by the renovation reconfiguration shall be assessed and submitted to Government for review.

2.4.7.5. Flooring

2.4.7.5.1. The Contractor shall clean all drain covers and floor receptacle covers.

2.4.7.5.2. The Contractor shall replace flooring and preformed cove base with new commercial kitchen grade tile.

2.4.7.5.3. Flooring shall be a non-slip ceramic tile in accordance with UFGS 09 65 00 Resilient Flooring for the kitchen area. The Contractor shall provide samples for Government approval.

2.4.7.5.3.1. Binding cement, mortar, or grout (epoxy) jointed materials used for floors shall be waterproof, grease proof, and erosion resistant. Grout joint spacing shall be 3/8 inch.

2.4.7.5.3.2. Flooring installation shall include a matching tile cove base to form a seamless transition.

2.4.7.5.4. Existing flooring height difference between dining area flooring and kitchen area flooring. The Contractor shall address tripping hazards.

Install transition strips where differing floor types meet. New transition strips shall be ABA-compliant.

2.4.7.6. Wall

2.4.7.6.1. Demolish entrance to cooking section and reconfigure with wall extension. See Attachment F, Conceptual Design Layout

2.4.7.6.2. All outside corners shall be pre-formed.

2.4.7.6.3. Install stainless steel corner guards on all outside corners.

2.4.7.6.4. Paneling

2.4.7.6.4.1. The Contractor shall remove all gypsum board to the studs.

2.4.7.6.4.2. All paneling shall include matching trim on all edges.

2.4.7.6.4.3. Panels start from top of tile cove base.

2.4.7.6.4.3.1. On the wall behind the stove, install gypsum board with a commercial kitchen grade, full wall height coverage, stainless steel, smooth, wipeable paneling to complete stainless steel surround.

2.4.7.6.4.3.2. In the cooking section, install gypsum board with a commercial kitchen grade, full wall height coverage, Fiber Reinforced Panels (FRP) and trim, smooth surfaced, gray in color.

2.4.7.6.4.3.3. In the food preparation and service line section, install full wall height coverage, smooth surfaced, PVC wall panels and trim, white in color.

2.4.7.7. Ceiling

2.4.7.7.1. The Contractor shall paint the ceiling with washable, mildew-resistant, and antimicrobial coatings that meet Class A fire rating and durability standards.

2.4.7.8. Millwork

2.4.7.8.1. All millworks shall be demolished and disposed.

2.4.7.8.2. Millwork shall be commercial grade, impact resistant, and consistent with Attachment F, Conceptual Layout.

2.4.7.9. Lighting

2.4.7.9.1. The Contractor shall remove and replace all existing light fixtures to recessed LED fixtures.

2.4.7.10. Equipment

2.4.7.10.1. The COMM box attached to the wall shall remain and be protected in place. See Attachment E, Existing Conditions B308

2.4.7.10.2. The exhaust hood and Gaylord cleaning system shall be protected in place. The Contractor shall employ a third party certified wet chemical technician to ensure function of the existing exhaust hood and Gaylord cleaning system before and after construction. The Contractor shall submit written confirmation of function with the existing conditions submittal prior to construction.

2.4.7.10.3. The Government shall remove all other existing equipment. The Contractor shall provide 21-day notice to Government to remove equipment prior to construction.

2.4.7.10.4. The Government will remove the closed-circuit television before construction begins and re-install the closed-circuit television after work is complete.

2.4.7.10.5. The Contractor shall commission new equipment.

2.4.7.10.6. The Contractor shall ensure the equipment is properly placed under the exhaust hood and must have proper coverage from the wet chemical system nozzle.

2.4.8. Dining Area

2.4.8.1. Electrical

2.4.8.1.1. The Contractor shall replace all receptacle covers.

2.4.8.1.2. Remove all existing communications outlets and seal to match wall finish.

2.4.8.1.3. Install new duplex outlet with USB type A and C chargers, below every window facing the airfield.

2.4.8.1.4. The Contractor shall provide and install a built-in high top bar table, A.K.A. knuckle bar. See Attachment F, Conceptual Design Layout.

2.4.8.1.4.1. The Knuckle Bar shall include 110v power, USB Type A and C, and 15-watt wireless Qi2 standard charging, 30 inches on center, embedded into the knuckle bar. Indicate the charging point via an imprint label on the knuckle bar.

2.4.8.2. HVAC

2.4.8.2.1. The Contractor shall thoroughly clean all HVAC diffusers and intake vents.

2.4.8.3. Flooring

2.4.8.3.1. The Contractor shall demolish existing vinyl flooring and adhesive in the dining area.

2.4.8.3.1.1. The Contractor shall remove all cove base and install new rubber cove base throughout. All outside corners shall be pre-formed.

2.4.8.3.1.2.

2.4.8.3.2. All installation shall be done in accordance with UFGS 09 65 00

Resilient Flooring.

2.4.8.3.2.1. The Contractor shall prepare and repair subfloor for the installation of new floor.

2.4.8.3.2.2. The Contractor shall install new Luxury Vinyl Tile (LVT) with a “wood look” and in accordance with UFGS 09 65 00 Resilient Flooring for the Dining area and service area. The Contractor shall provide samples for Government approval.

2.4.8.3.3. The Contractor shall address tripping hazards. Install transition strips where differing floor types meet. New transition strips shall be ABA-compliant.

2.4.8.4. Wall

2.4.8.4.1. Painting

2.4.8.4.1.1. The Contractor shall prepare all wall surfaces prior to painting or panel installation.

2.4.8.4.1.2. Walls of the service line section shall be painted with washable, mildew-resistant, and antimicrobial coatings that meet Class A fire rating and durability standards.

2.4.8.4.1.3. The paint shall be semigloss, latex, low VOC, Sherwin Williams the Contractor shall provide samples for Government approval.

2.4.8.4.1.4. The Contractor shall clean, repair and prepare all wall surfaces in accordance with UFGS Section 09 90 00 Paints and Coatings.

2.4.8.4.2. Columns

2.4.8.4.2.1. The columns shall be stained solid wood column treatment.

See Attachment F Conceptual Design Layout.

2.4.8.5. Windows

2.4.8.5.1. The Contractor shall remove and dispose of all window shades/blinds.

2.4.8.5.2. The Contractor shall window blind fastener damage to the window frame and paint to match existing.

2.4.8.5.3. Film

2.4.8.5.3.1. The Contractor shall remove and dispose of existing window film.

2.4.8.5.3.2. The Contractor shall install new film in accordance to UFGS Section 08 81 00 Glazing and UFGS Section 08 87 23.13 Safety Films.

2.4.8.5.3.3. The film shall have 99% UV protection, 10% or greater Visual Light Transmit, 75% or greater Total Solar Energy Reject, Bronze in color.

2.4.8.6. Ceiling

2.4.8.6.1. Protect in place dropped ceiling

2.4.8.6.1.1. Replace damaged panels to match existing and clean ceiling grid.

2.4.8.6.2. Prior to painting ceiling perimeter around dropped ceiling, the Contractor shall clean, repair and prepare all ceiling surfaces in accordance with UFGS Section 09 90 00 Paints and Coatings.

2.4.8.7. Lighting

2.4.8.7.1. The Contractor shall remove and replace all existing light fixtures to recessed LED fixtures.

2.4.8.8. Furniture, Fixtures, and Equipment

2.4.8.8.1. The Government shall remove all existing furniture. The Contractor shall provide 21-day notice to Government to remove equipment prior to construction.

2.4.8.8.2. The Contractor shall provide and install dining area furniture in accordance with Attachment G, FFE List.

2.4.9. Hallway

2.4.9.1. Flooring

2.4.9.1.1. Demolition of approximately 600 square feet of existing carpet flooring and 200 linear feet of carpet wall base. See Attachment F, Conceptual Design Layout

2.4.9.1.2. Prepare flooring and wall surfaces to receive new VCT flooring and rubber cove base per manufacturer’s recommendation. Paint may be needed for wall touch ups where wall base is removed. All outside corners shall be pre-formed.

2.4.9.1.3. Install new 12-inch by 12-inch by 1/8 inch, Armstrong Flooring, Vinyl Composition Tile, Imperial Texture, 57502 Café Latte.

2.4.9.1.4. Install new 4-inch tall Roppe, Cove Base, 577 Ginger Bread, 700 series Type TP – 1/8 inch.

2.4.9.1.5. Wax and polish flooring.

2.4.9.1.6. The Contractor shall address tripping hazards. Install transition strips where differing floor types meet. New transition strips shall be ABA-compliant.

2.4.9.1.7. Elevator Carpet

2.4.9.1.7.1. Remove and store metallic cove base to reinstall once floor installation is complete.

2.4.9.1.7.2. Demolish existing 30 square feet of carpet flooring.

2.4.9.1.7.3. Install new 12-inch by 12-inch by 1/8 inch, Armstrong Flooring, Vinyl Composition Tile, Imperial Texture, 57502 Café Latte.

2.4.9.2. Wall

2.4.9.2.1. The Contractor shall protect in place the painted mural at the entrance of Silver Wings. The Contractor shall ensure no damage occurs to the mural during construction. Any damage because of construction shall result in the restoration of the mural by the Contractor at no additional cost to the Government.

2.4.9.3. During the hallway renovation, the Contractor shall ensure a minimum of 32 inch of unobstructed egress.

2.5. Construction

2.5.1. The Contractor shall test or sample for asbestos in the areas to be disturbed. The Contractor shall be responsible for all abatement IAW requirements in Attachment B Environmental Quality Construction Specifications Laughlin Air Force Base. If asbestos is present, this will be treated as a differing site condition and the Contractor will be responsible for abatement of Asbestos-Containing Materials.

2.5.2. The Contractor shall be responsible for all required demolition and disposal.

2.5.2.1. The Contractor must submit all weight disposal tickets and HM usage logs for the usage of adhesives, paints, etc. per Attachment D Environmental Quality Construction Specifications, Laughlin Air Force Base.

2.5.2.2. Disposal of material on Laughlin Air Force Base is prohibited. The Contractor shall submit a state approved landfill for Government approval.

2.5.2.3. Where feasible, the Contractor shall reuse or recycle demolition debris to divert as much as possible from the landfill in accordance with Attachment D Environmental Quality Construction Specifications, Laughlin Air Force Base.

2.5.2.4. After construction completion, the Contractor shall clean the site and laydown yard return it to its original condition.

2.5.3. The Contractor shall be responsible for completion and deliver of a fully functioning, code-compliant project.

2.5.4. The Contractor shall install all materials per manufacturer’s instructions and recommendations.

2.5.5. The Contractor shall maintain General Housekeeping daily.

2.5.6. The Contractor shall ensure the rest of building and its building systems are protected from any dust, dirt and debris along with provide and follow a Dust Mitigation Plan.

2.5.6.1. Upon project completion, the Contractor shall replace all air filters designated to Silver Wings Kitchen and dining area affected by the construction with new filters approved by BCE.

2.5.6.2. The Contractor shall exercise caution and guard fire protection components, and fire suppression components (i.e., sprinkler heads and heat detectors) during construction operations.

2.5.7. The Contractor shall submit an as-built set of construction documents at the time of close-out, to include red-lined items, electronically in PDF files.

2.5.8. All equipment shall be delivered prior to the start of construction

2.5.9. Equipment installation shall be in accordance with all manufacturers’ recommendations and any subsequently referenced specifications therein.

3. Submittals

3.1. Design Submittals

3.1.1. The Contractor shall submit design packages in accordance with the ‘schedule in Table 1 as described within section 6.3.3 of this SOW.

3.2. The Contractor shall provide the following design submittals:

3.2.1. Conceptual Design (15%) – Concept design identifies architectural requirements and preliminary structural, mechanical, plumbing, & electrical systems design as required. The Contractor shall submit for review site report, data, three drawing COAs & conceptual package to include:

3.2.1.1. Summary of Site Investigation: one digital copy. (PDF)

3.2.1.2. Drawings: one digital copy per COA (PDF).

3.2.1.3. Draft Specifications: one digital copy (PDF)

3.2.1.4. Draft Construction Estimate, Class 5: one digital copy per COA (PDF).

3.2.1.5. Draft Design Analysis: one digital copy (PDF).

3.2.2. Intermediate Design (65%) - This submittal shall be a further development and update of the 15% design documentation as part of the 65% intermediate design submittal. 65% will include the incorporation of all changes & requirements from the review comments. Architectural floor plans must be fully dimensioned, detailed, noted, & cross-referenced as required in further identifying design requirements.

The Contractor shall submit for review an Intermediate Design package to include:

3.2.2.1. Drawings: one 24x36 inch paper copy (D size) and two digital copies (one PDF and one CAD format)

3.2.2.2. Design Analysis: one digital copy (PDF)

3.2.2.3. Draft Specifications: one paper copy and one digital copy (PDF)

3.2.2.4. Draft Construction Cost Estimate (Class 3): one digital copy (PDF or Microsoft Excel)

3.2.2.5. Draft Construction Schedule: one digital copy (PDF)

3.2.2.6. Draft Submittal Register: two digital copies (PDF and Microsoft Excel)

3.2.2.7. Design Calculations: one digital copy (PDF)

3.2.3. Final Design (95%) - The final design package shall include all comments/ and corrections from the 65% design review. This submittal shall represent a 100% design effort. The Contractor shall submit a final design (95%) package to include:

3.2.3.1. Design Analysis: one digital copy (PDF).

3.2.3.2. Drawings: one paper copy 24x36 (D size) and digital copy (PDF).

3.2.3.3. Draft Specifications: one digital copy (PDF).

3.2.3.4. Draft Construction Cost Estimate (Class 1): one digital copy (PDF).

3.2.3.5. Draft Construction Schedule: one digital copy (PDF).

3.2.3.6. Draft Submittal Register: two digital copies (PDF and Microsoft Excel).

3.2.3.7. Design Calculations: one digital copy.

3.2.4. Final Design (100%) - The final design package shall include all comments and corrections from the 95% design review and ready to IFC. The Contractor shall submit a Final Design (100%) package including:

3.2.4.1. Design Analysis: one digital copy (PDF)

3.2.4.2. Drawings: Drawings: two 24x36 inch paper copies (D size) and two digital copies (one PDF and one CAD format)

3.2.4.3. Specifications: two paper copies and one digital copy (PDF)

3.2.4.4. Construction Cost Estimate: one digital copy (PDF and/or Microsoft Excel)

3.2.4.5. Construction Schedule: one digital copy (PDF)

3.2.4.6. Submittal Register: two digital copies (PDF and Microsoft Excel)

3.2.4.7. Design Calculations: one digital copy (PDF)

3.3. Design Submittal Schedule:

3.3.1. The Contractor shall submit physical samples for the following color/style options to the CO to coordinate with the installation for final selection and approval.

3.3.1.1. LVT floor tile and wall base

3.3.1.2. VCT floor tile and wall base

3.3.1.3. Ceramic floor tile and wall base

3.3.1.4. Wood paneling and trim

3.3.1.5. FRP wall paneling and trim

3.3.1.6. PVC rigid wall paneling and trim

3.3.1.7. Countertop materials

3.3.1.8. Lighting fixtures

3.3.1.9. Wall and outlet plates

3.4. The Contractor shall submit product data for items required and applicable to

UFC/UFGS.

3.5. In accordance with Attachment B Environmental Quality Construction Specifications Laughlin Air Force Base, the Contractor shall submit a Hazmat Usage Log along with up-to-date SDSs for associated materials for approval prior to work.

3.6. The Contractor shall provide the Government with as-built drawings. Two 24x36 inch paper copies (D size) and two digital copies (PDF & CAD). Designers Of Record signatures and seals are not part of this submittal requirement. Reference Attachment J, 47 CES As-Built Deliverable Requirements.

3.7. Site Laydown Area

3.7.1. The Contractor shall submit a request to the Government for approval. The request shall be submitted two weeks prior to mobilization and shall include the Contractor’s preferred location and justification, dimensions, type of materials to be stored, and any other site requirements the Contractor may have. The request must be approved by the Government prior to mobilization to the site.

3.8. Construction Submittals

3.8.1. The Contractor shall submit all submittals, see Attachment H Schedule of Submittals, to the CO for Government review for approval/disapproval. The Contractor shall ensure that no construction work begins, or material/equipment is acquired until submittals for that work or item have been approved.

3.8.1.1. The Contractor shall submit a signed Progress Schedule and Progress Report, Attachment I Progress Schedule Form and Contract Progress Report to the CO every two weeks.

3.8.2. The Contractor shall submit a design illustrating work elements for design, demolition, and construction within the project requirements. This will include a safety plan, utility layout, commissioning plans, etc.

4. Licensure and Certifications

4.1. Designer of Record

4.1.1. The term “Designer of Record” in the context of this project shall mean the principal professional Architect or Engineer. The A-E shall serve as the “Designer of Record” and, as such, will ensure that all completed designs are prepared by registered professionals. The A-E is accountable for all aspects of the completed design drawings.

4.1.2. The following consultants are required in addition to the design team:

4.1.2.1. Qualified Fire Protection Engineer (QFPE):

4.1.2.1.1. The QFPE is required to be on the Design Team to validate the extent of the required fire protection scope. The QFPE shall observe the flow test in person and be responsible for coordinating with the installation, and for contracting with a vendor to conduct the Hydrant Flow Test when required. The QFPE shall produce documentation, as required. by the pertinent UFC.

4.1.2.2. Food Service Designer:

4.1.2.2.1. The Food Service Designer shall have experience in design and construction of food service establishments located on military installations. FS shall provide and include, but not limited to, equipment selection, equipment placement, catalog cuts, equipment specifications (dimensions, utility requirements, etc.) and coordination with other design disciplines, etc. The GC shall utilize the services of a professional food service designer to provide this service. The FS documents (drawings and specifications) shall be bound with the Construction Drawings and Construction Specification deliverables at each phase to make one complete package. Failure to do so will deem the deliverable incomplete and unacceptable.

5. Meetings

5.1. The Government will host a Kick-Off Meeting. The Kickoff Meeting shall take place prior to the issuance of design. The Kickoff Meeting shall be held either at Laughlin AFB or the meeting will be held via TEAMS.

5.2. As required in section 2.4, the Contractor shall perform an on-site investigation at Laughlin AFB. The on-site investigation shall be held within 5 calendar days of NTP #1.

5.3. The Government will host a Pre-Construction Meeting prior to issuing NTP #3. This meeting will serve to review requirements, schedule, and highlight any issues.

5.4. During the construction phase, the Contractor and the Government will participate in biweekly status meetings via TEAMS.

5.5. Compliance with regulatory requirements and work completion. All inspection findings shall be compiled into a list of action items for the Contractor to address and finalize.

The Contractor shall provide a draft DD Form 1354, Transfer and Acceptance of Military Real Property, prior to the preliminary final site walk.

5.6. A final inspection shall take place prior to the expiration of the PoP to verify that all preliminary final site walk inspection items have been addressed by the Contractor to the satisfaction of the Government according to the contractual documents. All final documentation for the project shall be submitted to the Government once all items are accepted, including the final DD Form 1354.

5.7. The Contractor shall be responsible for providing meeting minutes after each meeting to the Government no later than three business days after each meeting. Meeting minutes shall include the meeting attendee list.

6. Schedule

6.1. This project shall have three Notices to Proceed (NTP):

6.1.1. NTP #1 shall be for design submittals.

6.1.1.1. NTP #1 will include the On-site investigation and subsequent trip report.

6.1.2. NTP #2 shall be for the submittals, orders, and receipt of the materials.

6.1.2.1. The Contractor shall have all equipment on site prior to start of NTP #3.

6.1.2.2. All construction materials shall be approved prior to the issuance of NTP #3.

6.1.3. NTP #3 shall be for construction.

6.2. Period of Performance (PoP)

6.2.1. The PoP for NTP #1 is 245 calendar days.

6.2.2. The PoP for NTP #2 is 91 calendar days.

6.2.3. The PoP for NTP #3 is 77 calendar days.

6.2.4. The total PoP is 413 calendar days.

6.3. The Contractor shall not begin work on the design submittal until the previous design submittal is approved by the Government. The Contractor is required to attend a Kick- Off meeting after the first NTP is given, prior to the start of construction.

6.3.1. The Government shall require up to 21 calendar days for review of each design submittal. The Government shall provide review comments to the Contractor and a design review teleconference shall take place after each design submittal.

6.3.2. Work schedule changes shall be submitted to the CO at least 10 working days prior. The Contractor shall minimize the length of schedule changes that place a burden on the Government. The request shall be submitted with a description of the type of work, the requested days, and the hours for those requested days. Note: No approval is guaranteed. The Government reserves the right to approve or deny any request placed.

6.3.3. Table 1. Design Submittal Schedule

Design Submittal Delivery Dates (calendar)

On-Site Investigation

Agenda

Within 7 days of NTP #1

On-site Investigation Shall be held within 14 days of NTP #1

On-site Investigation Trip

Report

Submit 21 days after NTP #1

15% Conceptual Design 49 days after NTP #1

15% Design Government

Review

14 days after 15% design submittal

15% Design Comment

Review Meeting

Within 7 days of receipt of Government comments

65% Intermediate Design 42 days after NTP #1

65% Design Government

Review

21 days after 65% design submittal

65% Design Comment

Review Meeting

Within 7 days of receipt of Government comments

95% Pre-Final Design 35 days after Government approved 65% design submittal

95% Design Government

Review

21 days after 95% design submittal

95% Design Comment

Review Meeting

Within 7 days of receipt of Government comments

100% Final Design 28 calendar days after Government approved

95% design submittal

100% Design Government

Review

14 days after 95% design submittal

7. Training

7.1. Attachment C, Laughlin Air Force Base Division 01 General Specifications for Construction Projects, section 2.4 for all required training the Contractor will need to complete.

7.2. Attachment C, Laughlin Air Force Base Division 01 General Specifications for Construction Projects, section 6.2.2 Airfield Driving Training.

8. Attachments

A. Building 308 Floor Plan

B. Laughlin AFB Division 01 General Specification Guidelines

C. Laughlin Installation Facility Standards

D. Laughlin AFB Environmental Quality Construction Specifications

E. Existing Conditions B308

F. Conceptual Design Layout

G. FFE List

H. Schedule of Submittals

I. Progress Schedule Form and Contract Progress Report

J. 47 CES As-Built Deliverable Requirements