GSP CFO SOW DRAFT.pdf

Statement of Work GSP ATCT/TRACON Construction

1.1 SCOPE OF WORK

Specifications (Attachments J-3 – J-3c) with the referenced standards, drawings (Attachment J-2a – J- 2e) and design data handbook (Attachment J-4), specified in the Contract Documents, cover the requirements of the Federal Aviation Administration, hereinafter referred to as the Government or FAA, for all work associated with the construction of a new Airport Traffic Control Tower (ATCT) and Terminal Radar Approach Control (TRACON) (A11) facility at the Greenville-Spartanburg International Airport in Greer, South Carolina, hereinafter referred to as the Airport. The Contractor shall furnish all labor, materials, services, equipment, insurance, security notifications, licenses, permits, and fees in accordance with applicable Federal, State, and local regulatory requirements in accordance with the specifications, drawings, contract clauses, and wage rates.

The project consists of construction of an ATCT with a single story base building roughly 17,868 square feet in size. The combined facility will be erected on an approximately 5 acre site. The ATCT and TRACON/Base Building will be compliant with International Building Code (IBC) Risk Category IV. The ATCT is 187 feet (ft) Above Ground Level (AGL) to the top of the structure. The structure has, to include appurtenances, with 12 levels and will be constructed from structural precast concrete panels and structural steel. The ATCT shaft will have two egress staircases and two elevators.

The 12-sided cab is 679 square feet and is situated such that eye level elevation is 178 ft AGL. Below the cab are four occupied levels containing the console access level, junction level (including a break room and restrooms), electronics equipment level, and spaces for electrical and mechanical equipment.

A guardrail which can also serve an antennae ring is situated on the roof above the cab. The TRACON/Base Building will contain administrative offices, bathrooms, conference rooms, shipping and receiving space, storage space, fire protection system space, air handlers, the TRACON, equipment racks, electrical space and the critical power distribution system which includes one engine generator, one facility Uninterruptable Power Supply (UPS) with battery rack, automatic transfer switches, and critical power panel space.

The TRACON/Base Building foundation consists of a structural slab supported by various mat slabs and driven piles. The driven piles in the TRACON/Base Building foundation are vertical and are between 39′ and 100′ in depth, depending on the location.

The site improvements include structural fill placement and compaction, grading, seeding, drainage, utilities, duct backs, paving, striping, security fencing, security lighting (including cameras), fiber optic direct bury, duct bank, concrete reinforced duct bank, and landscaping.

The project also consists of a new Fiber Optic Transmission System (FOTS) communication loop at the Airport that provides field connectivity to all FAA surveillance and navigational aids. The communication loop shall be redundant and have separated routes to comply with diversity requirements. Implementation of the new FOTS loop will utilize a combination of new duct bank and existing FAA and Airport owned duct bank.

Lastly the project also consists of a new Radio Receiver site. The FAA Communications group is currently performing a site determination for the receivers, is expected to finish that in September 2025 and Engineering Services will be including this as an option for the main ATCT construction contract.

1.1.1 Describe the site location:

The project site (site 12) is located to the east of GSP Drive on airport property. It is immediately adjacent to multiple generation aviation facilities and down the street from the fire department building on the airport grounds. The site is rectangular in shape and is 5 acres in size. Due to existing topography

DRAFT

significant amounts of fill will occur during the early portions of the project to bring the overall site up to street level.

A Contractor staging and laydown area is located immediately adjacent to the fire department. This is located down the street west of site 12.

1.2 CONTRACT DELIVERABLE

The contract deliverable will be a fully constructed ATCT and TRACON/Base Building ready for occupation short of the FAA-supplied electronic equipment installation, which is scheduled for FY28.

1.3 CONTRACT LINE-ITEM NUMBER (CLIN)

The Work Break-Down Structure (WBS) for this project is 4.5, Construction, with the following Assets each representing a separate contract line-item number.

Bid Item 1 General Requirements 4.5.1 Bid Item 2 Site Work and Infrastructure 4.5.2 Bid Item 3 ATCT 4.5.3 Bid Item 4 TRACON/Base Building 4.5.4 Bid Item 5 Fiber Optic System 4.5.5 Bid Item 6 Allowances – Slat Wall, Furniture 4.5.6 Bid Item 7 RR Site 4.5.7

1.4 WORK SEQUENCE

Construction Work stages shall be defined by the Contractor. The following sequence is provided as General Guidance Only. Additional phasing may be necessary due to site availability restrictions. Portions of Stages may be simultaneous.

Action

• Secure site and install erosion control devices.

• Construct permanent and temporary storm drains.

• Construct utilities not impacted by foundation work.

• Rough grade site.

• Construct ATCT, TRACON/Base Building foundations.

• Construct ATCT and TRACON/Base Building.

• Construct new RR Site.

• Construct utilities.

• Construct fiber runs.

• Base course compaction and paving.

• Construct final fence and perimeter security.

• Remove temporary structures and devices.

• Landscape

• Final paving and finishes.

1.4.1 SCHEDULE

The total duration of the construction phase is estimated to be 732 calendar days.

Construction award is scheduled for May 2026 with an estimated completion date of August 2028.

1.5 CONTRACTOR USE OF PREMISES

A. The FAA shall have the right of unlimited access to the premises.

B. The Airport may be constructing other improvements in the vicinity of the ATCT and TRACON/Base Building during a portion or all of this construction. The Contractor shall coordinate with the Airport and not impede the progress on any existing or planned projects.

C. The Contractor shall coordinate use of premises in accordance with the site availability shown on the plans and as directed by the Contracting Officers Representative (COR).

D. The Contractor shall assume full responsibility for protection and safekeeping of project materials (government and contractor supplied) under this Contract.

E. The Contractor shall obtain and pay for use of additional storage or work areas needed for operations under this Contract.

F. The Contractor shall utilize dumpsters and trash bins with lids to ensure trash/debris do not become wind-blown and leave the construction site. The Airport Operations Area (AOA) surrounding the ATCT and TRACON/Base Building site are restricted areas with moving aircraft.

Trash/debris leaving the construction site and blown onto the AOA can be sucked into aircraft engines, causing considerable damage or loss of life.

G. The Contractor shall not park along existing airport roads.

H. The Contractor shall coordinate with the applicable utility company on the demolition and installation of all utilities.

1.6 ACCESS TO SITE

The Contractor’s access to ATCT site will be as shown on the plans or as directed by the COR. The Contractor will have full use of the ATCT and TRACON/Base Building site and will be responsible for managing deliveries and construction activities as necessary to complete the work. The Contractor shall not permit any unauthorized construction personnel or traffic on the site. The Contractor will be responsible for traffic control to and from the various construction areas on the site. Directional signage at the access gate and along the delivery route to the storage area or work site shall be as directed by the COR. The Contractor will not be allowed to close any traffic lanes, nor will the Contractor be allowed to impede the flow of airport traffic without prior coordination with the COR and the Airport.

The Contractor’s access to the RR site will require both the assistance of the FAA and the airport authority as it is located within the AOA. The contractor will require escort at all times and may require badging in accordance with airport regulations for some personnel.

1.7 MATERIALS DELIVERY TO THE SITE

All material orders for delivery to the site shall use as a delivery address the address of the new ATCT.

Delivery trucks shall not pass in front of the terminal. The Contractor shall prepare and submit to the COR for approval, a delivery plan for all types of delivery. The plan shall define the procedures that will be used to accommodate delivery traffic for all types of deliveries (e.g., concrete/asphalt, steel, precast, earth/aggregate, tractor trailer, city delivery truck) and any staging areas that will be used. Normal flow of traffic, into and out of the airport, shall not be impeded. Deliveries will be suspended at the discretion of the COR.

Delivery for continuous concrete pours, such as foundations and concrete pavement, shall be coordinated with the COR and Airport at least two weeks in advance of anticipated dates.

The Contractor is responsible for immediate clean-up of any debris deposited along the access road as a result of construction traffic. A street sweeper shall be available on-site for dust-free removal of any spillage at all times.

1.8 CONSTRUCTION AREA LIMITS

The limits of construction, material storage areas, equipment storage areas, parking areas, and other areas as required by the Contractor will be as shown on the plans or as approved by the COR. Should the Contractor find it necessary or advantageous to use any additional offsite area for any purpose whatsoever, the Contractor shall, at their expense, provide and make its own arrangements for the use of such additional offsite areas.

The Contractor shall erect and maintain fencing, marking, and/or warning devices suitable for both day and night use to delineate the perimeter of both the construction site and the staging area.

When the Work requires the Contractor to conduct operations within areas adjacent to active FAA or AOA areas, the Work shall be coordinated with the FAA and GSP Airport.

Parking will not be allowed along the public right of way or the entrance/exit road. In the event adequate space is not available for parking on the project site and staging area the contractor shall notify the FAA immediately. If there are no further available areas on airport property that may be used, the contractor will be responsible for arranging transportation, for any extra personnel, from public parking somewhere off airport property.

1.9 REQUIRED PERMITS

Listed below are the agencies that govern this project. Unless otherwise noted, the Contractor is responsible for applying for utility services, obtaining required permits, and payment for any associated fees. Compliance is required with the conditions of all permits that have been issued. Additional permits may need to be obtained by the Contractor.

A. Sanitary Sewer – Spartanburg County B. Water – Spartanburg County C. Storm Water and Erosion Control – Spartanburg County – All permanent and temporary work shall comply with FAA Airspace requirements. The Contractor shall complete FAA Form 7460-1 for airspace studies/determinations prior to erecting any crane or lifting equipment on the site. Cranes/lifting devices shall be marked (obstruction lights and/or orange and white flag) as directed by the FAA.

1.10 BUILDING PERMIT

This facility will be constructed and owned by the U.S. Government; therefore, a building permit will not be required. All other permits and license requirements apply.

1.11 GOVERNMENT FURNISHED MATERIAL

Subsystem Name Designations Quantity Engine Generator with Sub-base Fuel Tank GEN 1

Generator Load Bank and Controller GEN-LB 1

Generator Switchboard GSH 1 Service Entrance Switchboard SESH 1

Service Entrance Distribution Switchboard SEDSH 1

Automatic Transfer Switch ATS-A 1 Essential Switchboard ESH 1 Essential 480V Distribution Panels EDPH, EDPH1, EDPH1-CAB TBD Uninterruptible Power System UPS 1 UPS Maintenance Bypass Distribution Panel UPS-MBP 1

UPS Load Bank and Controller UPS-LB 1 UPS Output Distribution Panel UDPH 1 K-13 Rated Distribution Transformers T-UDPL, T-UDPL-CAB 2

LV Distribution Transformers

T-EDPL, T-EDPL-CAB, T-GEN-

AUX

T-FLSPL, T-FLSPL-CAB

TBD

UPS Output 208V Distribution Panels UDPL, UDPL-CAB 2

Essential 208V Distribution Panels EDPL, EDPL-CAB TBD

UPS & Essential Branch Panels

UPL1-CAB, UPL2-CAB, UPL1,

UPL2, EPL1-CAB, EPL2-CAB,

EPL1, EPL2

TBD

Safety Switches/Disconnect Switches DS TBD

Elevator Automatic Transfer Switch ATS-ELEV-# 2

Fire/Life/Safety (FLS) Automatic Transfer Switch ATS-FLS 1

FLS 480V Distribution Panel FLSDPH, FLSDPH-CAB 2

FLS Branch Panels

FLSPH, FLSPH-CAB

FLSPL, FLSPL-CAB

TBD

TVSS Equipment SPD TBD