Attachment 2 APPENDIX A 2 AUG 2021.pdf

FA4819-20-R-XXXX

Appendix - A

29 July 2021

APPENDIX - A

SCOPE OF WORK

For

REQUEST FOR PROPOSAL

Repair (Replace) Aircraft Clear Water Rinse

Facility

TYNDALL AFB FLORIDA

FOR PROJECT XLWU 20-8187

Contents

1.0 SCOPE

1.1 PURPOSE

1.2 GENERAL:

1.3 REQUIREMENTS:

1.3.1 Exterior Windows, Curtain Walls, Storefronts, Doors, and Louvers Architectural Design Criteria: ... 5

1.3.2 HVHZ Windows and Storefronts Performance Requirements:

1.3.3 Lighting

1.3.4 Carpeting

1.3.5 Exterior Hollow Metal Doors:

1.3.6 Rollup Doors:

1.3.7 Louvers:

1.3.8 Chillers

1.3.9 VAVs

1.3.10 System Controls

1.3.11 Fire Alarm System

1.3.12 Automatic Bathroom and Kitchen Accessories

1.3.13 Roof Access

1.3.14 Design Flood Elevation

1.3.15 Inspections

2.0 SUMMARY OF WORK

2.1 TASK 1.0

2.2 TASK 2.0

2.3 TASK 3.0

3.0 POINTS OF CONTACT (POCS)

3.1 POCS WILL BE COORDINATED THROUGH THE CO

3.2 CONTRACTING OFFICER AUTHORITY:

3.3 PROJECT MANAGER (PM):

3.4 USER CONTACT

3.5 BUILDING CONTACT

1.0 SCOPE

1.1 Purpose

A. The purpose of the Tyndall Air Force Base (TAFB) project XLWU 20-8187, Repair (Restore) Aircraft Clear Water Rinse Facility, is to repair hurricane damage and to bring the building and its supporting facilities into full compliance with current building codes, including the DoD Building Code, and the portion of the Florida Building Code that contains the High Velocity Hurricane Zone

(HVHZ) provisions. The intent of this project is to provide the Government with a fully functional aircraft clear water rinse system on Tyndall Air Force Base, Florida, meeting all the requirements for its intended use, installed to high standards and the requirements of the Contract Documents. The Design-Build

Team will consist of a General Contractor and an AE firm that shall perform the services herein and as described in this Statement of Work (SOW). The need to meet specific technical requirements, listed in AF T.O. 1-1-691, in order to provide the necessary level of corrosion control with the aircraft clear water rinse facility limits the number of manufacturers with the technical expertise and experience to design and install such systems. It is highly recommended the GC select a system designed and manufactured by one of the following companies:

EST Companies LLC, Riveer Aviation, or InterClean Equipment LLC.

B. The scope of work is based on HVHZ FBC, section 1602.2 criteria for Miami

Dade County Risk Category III and IV Buildings and Structures meeting 186 mph. Based upon our AF Structural SME recommendations and in alignment with the SecAF directed Severe Weather Readiness Assessment recommendations, the

Tyndall PMO will use the UFC 3-301-01 and the following Tyndall design wind speeds based upon Risk Categories III-V. RC III 165 mph and RC IV 170 mph

(Risk categories are defined by UFC 03-301-01, Table 2-2).

C. All exterior building envelope materials such as, but not limited to windows, glazing, roofing systems, concrete masonry unit or metal panel walls, and doors shall have a current Miami-Dado Notice of Acceptance (N0A) and installed to

HVHZ standards that match the specified wind requirement. Our construction industry partners shall continue to have the option of submitting test results or drawings sealed by a Professional Engineer stating conformance with HVHZ standards in lieu of materials pre-approved by Miami-Dade County.

D. While we should always use our Unified Facilities Criteria as the basis for all our facilities designs, we will also integrate the best practices from the Florida

Building Code (FBC) High-Velocity Hurricane Zone (HVHZ) into this design guidance to further improve facility resiliency at Tyndall. Other details from the memorandum may apply as well.

E. A Risk Category III is applicable to support structures and must meet the requirements for a 165 mph wind speed. Support structures include but are not limited to porches, awnings, canopies, etc. The building envelope is not required to be brought up to those standards at this time. The repairs and new installation work must meet all current codes and standards.

F. This task order delivery method is Design-Build (D-B). Work on supporting facilities includes external building fixtures, building utilities within the Points of

Demarcation (POD) for privatized utilities, and work within the Administration /

Office Building. The Contractor shall be responsible for providing all labor, equipment, tools, materials, and services necessary to complete the project within the allotted timeframe.

G. This project has an estimated period of performance from Notification to Proceed

(NTP) through completion and turnover of the facility back to the Government for mission operations of 280 calendar days.

H. Implementation of work will not start until an approved 100% Design has been issued. Ordering of long lead items may be coordinated with CO.

I. The latest IFC is to be used for color selection to assure base uniformity. Match existing colors as close as possible. Lighter colors are encouraged. Colors will be approved for use on a per building basis.

1.2 General:

A. Field Changes: The Contractor and the Government may agree to perform a no cost field change. Field changes are made when the change appears to be mutually beneficial to all parties and would not require changing the negotiated items. All field changes must be approved by the CO prior to execution. Only the CO may authorize field changes or deviations from the SOW.

B. Surveys: A Survey for asbestos, mold and lead paint should be conducted prior demolition or rehabilitation regardless of being outlined in the work tasks.

C. Ancillary Task: The tasks in this scope of work do not describe all the ancillary tasks required to complete the task. The contractor is required to complete all ancillary tasks to meet codes and standards that results in a complete and useable facility. Any task omissions by the contractor in their proposal will be the responsibility of the contractor.

D. Quantities and Measurements: All quantities, square footage, linear footage, etc. are estimate to assist contractor in determining scale and scope of this project. Contractor is responsible to verifying and calculating his own quantities for his proposal and estimates do not relieve contractor from providing required quantities and cost to successfully complete project. For example measurements for drywall and painting is a square footage for the room versus the actual wall square footage. Contractor shall provide all calculations, and quantities for government review/approval.

E. The building is not being brought up to ADA or ABA standards.

F. The Fire Protection is not being brought up to meet current standards. Any new additions must be installed per the current codes.

G. Available drawings can be provided upon request.

1.3 Requirements:

1.3.1 Exterior Windows, Curtain Walls, Storefronts, Doors, and Louvers

Architectural Design Criteria:

A. Provide Stainless Steel 316 Hardware for resiliency.

1.3.2 HVHZ Windows and Storefronts Performance Requirements: N/A

1.3.3 Lighting

A. All lighting will in accordance with airfield lighting requirements per AFI and other applicable documents.

1.3.4 Carpeting: N/A

1.3.5 Exterior Hollow Metal Doors: N/A

1.3.6 Rollup Doors: N/A

1.3.7 Louvers: N/A

1.3.8 Chillers: N/A

1.3.9 VAVs: N/A

1.3.10 System Controls: N/A

1.3.11 Fire Alarm System: N/A

1.3.12 Automatic Bathroom and Kitchen Accessories: N/A

1.3.13 Roof Access: N/A

1.3.14 Design Flood Elevation

DFE is defined in UFC 3-201-01, Civil Engineering, as the, "elevation of flooding, including wave height, having a 1% change of being equaled or exceeded in a given year." DFE is also used to refer to the 100-year flood (or 1 % annual chance event

(ACE)).

A. For the Gulf side (generally southwesterly of Highway 98) the DFE is 19' above today's mean sea-level (MSL); and

B. For the East Bay side, generally northeasterly of Highway 98, the DFE is 14' above

MSL

1.3.15 Inspections

The Contractor shall advise the Government 48 hours before performing any concrete pouring, backfilling, wall covering, or test operation that will encase or cover his work. For soil compaction tests, a minimum of 72 hours notification shall be required.

2.0 Summary of Work

The Contractor shall be responsible for all professional services, A/E design, permits, equipment, labor, tools, materials, and ancillary items necessary to complete the tasks defined by the SOW. The performed tasks shall be based on the project description, other data furnished in this SOW, and information covered during the pre-bid meeting.

Project location and phots of existing facility can be found in Appendix B Maps, Drawings, And Other Project Specifics.

2.1 Task 1.0 - Design New Aircraft Clear Water Rinse Facility: Design a new aircraft clear water rinse facility to support the basing of F-35s at Tyndall AFB. The facility will be designed in accordance with all applicable Air Force and DoD regulations, specifically

T.O. 1-1-691. The system shall be designed to support the F-35 as the primary aircraft with a throughput of 12 aircraft an hour. The system shall be adjustable in order to support F-15and F-16 aircraft. The design effort will include an assessment of existing utilities to determine where the new facility will need to tie in to the water, sewer and electric systems. The new facility will be designed to be located in the same footprint as the existing system. Due to its location on the airfield, the new facility shall be designed to minimize its height above ground and the subsequent need for airfield obstruction waivers. At a minimum, the new facility will not exceed the above ground height of the current system. The system will be designed for radio activation from both aircraft, the tower and airfield operations facility. The new system will include appropriate runway markings and lighting plus a lighted panel informing the pilot it is safe to proceed into the rinse area.

2.2 Task 2.0 - Demolish Existing Aircraft Clear Water Rinse Facility: Demolish and remove the existing rinse facility, supporting utility lines, and taxiway as determined by the design. The existing facility components will not be needed for the new facility. All debris will be disposed of or recycled per the directions listed in this document. Any hazardous or contaminated material will be handled and disposed of properly in accordance with the directions listed in this document. The GC will be responsible for any damage to airfield and utilities not identified for demolition and for repair of the damaged area at no cost to the government. The repair must be approved by the government. Final payment will be withheld until government approval.

2.3 Task 3 – Install New Aircraft Clear Water Rinse Facility: The contractor shall perform the installation effort in strict accordance with the approved design and the manufacturer guidelines to restore full function of the aircraft clear water rinse facility.

Clean up work areas and legally dispose of all waste off site. Installation effort will include restoring and reseeding all areas. Following completion of the installation effort, the contractor will provide training to designated Air Force personnel to operate and maintain the system in accordance with the manufacturer’s guidelines.

3.0 POINTS OF CONTACT (POCs)

3.1 POCs will be coordinated through the CO.

3.2 Contracting Officer Authority:

A. CO, the term used herein, does not include any representative not acting within the scope of his/her authority. Notwithstanding any of the provisions of this contract, the CO shall be the only individual authorized to in any way amend or modify the terms of this contract.

3.3 Project Manager (PM): Robert Wolfenden

3.4 User Contact: TBD

3.5 Building Contact: TBD

END OF DOCUMENT