SOW - QNC BUEC_Site Refurbishment.pdf

STATEMENT OF WORK

QNC BUEC Refurbishment

Cow Creek Ranch, Florida (QNC)

1. GENERAL:

This statement of work sets forth the requirements for refurbishing the QNC BUEC facility located in Cow Creek Ranch, Florida (QNC). The purpose of this contract is to provide a construction contract, furnishing all labor, materials, tools, equipment, and other related services necessary to complete this work.

The Contractor shall comply with the terms and conditions of this Statement of Work and direction by FAA including requirements from applicable local, state, and federal regulations governing air traffic, best management practices, and other applicable codes and standards for projects at FAA facilities.

Specific services shall include directives specified herein with associated attachments (when applicable).

These services shall be in accordance with the following:

a) FAA Orders, Advisory Circulars, Operational Risk Management (ORM) requirements, and other Guidelines and referenced codes contained within the “Terminal Facilities Standard Designs Project Manual” (June 2016 Edition).

b) Existing as-built documents, operation manuals, and technical specifications.

c) Florida Building Code, Latest Edition with Associated Amendments and Updates.

2. SCOPE:

The contractor is responsible for accomplishing the all items of work listed within the statement of work in accordance with applicable drawings (as-builts), previous reports/specifications, building codes, industry standards, manufacturers’ specifications, and general conditions of the contract. The scope of work includes the following:

General Conditions:

a) Contractor is responsible for any Federal, State or Local permits required for the work.

Submit all necessary information and/or documentation to the FAA prior to and during proposed execution of this work scope.

b) Contractor shall provide project schedule outlining all phases and sub-phases of the work and their impact on the facility. All work will need to be scheduled and performed in such a manner as to minimize the impact to the facility. Work hours and days affecting access/escort shall be coordinated with COR and local FAA facilities personnel.

c) Contractor shall provide general construction services, including proper tools, equipment, site superintendent, dumpster/disposal services, barriers/barricades, protection of work and property, general product and equipment submittals, construction cleaning and closeout procedures, interim life safety measures for facilities under construction, and general requirements for work.

d) Contractor shall locate and avoid underground (unforeseen) site utilities and infrastructure (not in scope or contract). Manually excavate by hand digging using wood or fiberglass handled tools when any construction work is expected to come within 3 feet on each side of existing utilities and/or infrastructure.

e) Construction dust and debris must not interfere with the operations of the facility.

f) Contractor shall maintain a clean site and remove temporary equipment from site if obstructing/disrupting operations. This includes immediate containment and/or removal of any debris that may become washed out, wind borne, or potential site hazard of any kind.

g) Contractor shall submit to the FAA a proposed plan for review and approval regarding precautions for properly containing loose particles/dust/debris generated during construction demolition/removal, and general cleaning before commencing work.

h) Contractor shall repair any damages caused by work performed at no additional cost to the government and further covered by minimum locally required liability insurance.

i) Contractor shall provide heavy equipment plan with current supporting documentation at least one week prior to any heavy equipment mobilization.

j) Contractor shall field verify dimensions affected by the work.

k) The facility shall remain in full operation during the entire duration of work. Special consideration of construction phasing and impact shall be given on all user activities, particularly for brief utility outages and/or cutoffs concerning construction impacts to existing utilities and infrastructure.

Pre-construction:

a) Contractor shall provide earthwork grading and compaction equipment specifications prepared by equipment suppliers/manufacturers.

b) Contractor shall provide sub-base/subgrade lime rock material cut sheet(s).

c) Contractor shall provide shop primer/paint coating system submittal and include color chart for selection by local FAA personnel.

d) Contractor shall provide detailed shop drawings and/or details for new roofing system.

Sikalastic 641 Liquid Applied Roofing Membrane System or approved equal. Color selection: Submit color samples to COR and local FAA personnel for review and final selection.

e) Contractor shall provide detailed shop drawings and/or details for new flooring system in E/G (SX) Building. Sikafloor Epoxy Floor System or approved equal. Color Selection:

Submit color samples to COR and local FAA personnel for review and final selection.

f) Contractor shall provide manufacturer’s product data sheet and technical data submittal for new HVAC mini-split system replacing existing window units. Mitsubishi Electric, Split- System Heat Pump or approved equal.

Requirements:

a) A Pre-construction Conference will be conducted at the project site.

b) Contractor shall coordinate mobilization and staging procedures with the COR or local FAA representative. Subject activities shall impose minimum disruption to facility operations.

c) Construction staging, deliveries, storage, and handling of materials shall be field coordinated with COR and local facilities personnel.

d) Contractor shall first prep-grade existing site, removing unwanted vegetation and other field anomalies, properly leveling out conditions before new gravel subbase placement.

e) Contractor shall place, grade, and roll pack ¾” (#57) limestone gravel in low, thin spots around subject site, access road, and new/existing tower access paths (see redlined so-d- 103572-c01 for additional information). Contractor shall install new geotextile fabric on prepared gravel subbase at new tower access paths prior to placing limestone gravel. Ensure at least 4” post-compacted gravel depth (typical).

f) Pressure wash facility (buildings, concrete pads, and roofs). Remove all mold, mildew, dust/dirt/debris, surface rust, scaling, cracked and flaking paint throughout.

g) Clean and recoat roof system on existing buildings. Install Sikalastic 641 Fiber Reinforced, Polymer Liquid Applied Roofing Membrane System or approved equal in accordance with manufacturer’s specifications and recommendations. Provide final inspection by roofing supplier/manufacturer (Sika or equivalent) with 20-year minimum warranty.

h) Replace existing steel doors on E/G building with new steel doors in accordance with ANSI/SDI A250.8 for level and model and ANSI/SDI A250.4 for physical performance:

Level 4 and Physical Performance Level A (Maximum Duty), Model 2 (Seamless). Existing steel door frames will remain. Replace door hardware including, fasteners and anchors with new stainless steel hardware, fasteners, and anchors. Install new Dormakaba Best (BE) - 45H Series door locks and compatible strikes on new doors. New door locksets shall be compatible with Best, 7-pin removable cores.

i) Paint exterior metal doors and frames on E/G building with SW Pro-Industrial DTM Paint or approved equal. Color Selection: Match existing.

j) Replace existing pole mounted security light and exterior lighting on buildings with new commercial coastal construction finish LED lights. LED lights shall be provided by ISO certified manufacturer and comply with FCC Title 47 part 15B class B for emission limits.

k) Replace the (2) existing window A/C units within the electronics building with (2) new 24,000 BTU (each) Mitsubishi split-system units or approved equal.

l) Patch and seal openings in electronics building at existing window A/C unit penetrations with 5000 psi high-strength concrete. Concrete patch shall include welded wire mesh reinforcement and #3 rebar dowels (8 total, equally space along perimeter of opening) epoxied into existing concrete wall to reinforce concrete patch. Apply industry standard concrete bonding agent prior to placing concrete. Prior to painting, seal exterior side of concrete patch with water stop cement. Install new ¾” pressure-treated plywood on interior side of patch large enough to cover both openings from replaced A/C window units.

m) Seal cracks and joints on existing buildings with BASF MasterSeal NP-1 caulk or approved equal.

n) Repaint existing buildings with two (2) coats of SW Conflex Sherlastic per manufacturer’s written recommendations or approved equal. Color Selection: submit for approval.

o) Replace existing rubber wall cove base within electronics building with new matching or improved cove base. Color/Style Selection: Submit for approval.

p) Remove existing VCT flooring inside E/G (SX) Building and thoroughly clean existing concrete substrate.

q) Install new Epoxy Floor Coating System inside E/G (SX) Building. Install Sikafloor Standard Prepigmented or approved equal. Color selection: Submit color samples to COR and local FAA personnel for review and final selection. Provide final inspection by flooring supplier/manufacturer rep (Sika or equivalent) with 1-year minimum warranty.

r) Upon completion of work, contractor shall hand over unopened (extra) primers, paints and related coatings directly to local FAA personnel, Tech Ops for safe storage and continued future maintenance and repair usages.

s) Stabilize site in general accordance with the applicable building codes and industry standards.

t) Contractor shall maintain a clean and organized site during construction. Upon passing final Construction Acceptance Inspection (CAI), Contractor must clean up and demobilize without disruption.

3. SPECIAL PRECAUTIONS and SAFETY:

Project facilities are United States Government, Federal Aviation Administration (FAA) facilities used in Air Traffic Control. Loss of Human Life may result from service interruption. Any person who interferes with Air Traffic Control or damages or trespasses on this property will be prosecuted under Federal law. All persons, vendors or suppliers requiring facility access shall coordinate entry with the facility Security Department at least 24 hours in advance.

4. FAA RESPONSIBILITIES:

The following FAA Responsibilities applicable to this Statement of Work include:

a) Access – FAA will provide proper escort services and onsite access to the subject facility.

b) Supervision – FAA will provide facilities representative oversight for onsite contracted activities.

c) Document Review – FAA will review a draft copy of the Submittals (with manufacturing cut sheets for all proprietary products, equipment, and materials).

FAA will provide contractor one set of review comments for general response prior to receipt of final draft copy of the submittal to be used for permitting and construction purposes.

d) Coordinated Work – FAA local technical operations personnel will assist with coordination efforts of the subject work. This includes field measurements, demolition and removal of existing infrastructure, and preparations for new replacement installations.

5. TASK ORDER SUBMITTALS:

Initial Draft Copy of Submittals

In accordance with the FAA Project Manual, the initial deliverables shall include:

• Electronic .pdf copies of the submittals including shop drawings, details, manufacturers’ product data sheets (PDS), and safety data sheets (SDS) for all proposed construction materials and equipment.

• Electronic .pdf copies of sample warranties for roof and floor coating systems.

6. LOCATION

23390 Okeechobee Road Fort Piece, Florida 34945 or 27°21 38.7 N 80°37 37 W

7. PERIOD OF PERFORMANCE:

This project is to be completed within 45 days from receiving Notice to Proceed.

8. ATTACHMENTS (Attached in one document):

a) 27°21_38.7_N 80°37_37 Zoomed In Map

b) 27°21_38.7_N 80°37_37 Zoomed Out Map

c) so-d-103572-c01– BUEC Site Plan (redlined)

d) so-d-103572-l01– Lease Area Plan

e) so-d-103572-a01 & a02 – Architectural Buildings

No work shall be initiated without the expressed written authority of the Contracting Officer

****END****

Photo 1 – QNC BUEC Northeast Elevation

Photo 2 – QNC BUEC Gravel Access Road

Photo 3 - QNC BUEC E/G (SX) Building (Foreground) & Electronics Building (Background) – NW View

Photo 4 - QNC BUEC Electronics Building (Foreground) & E/G (SX) Building (Background) – SE View

Photo 5 - QNC BUEC Corroded Cable Duct to be removed.

Photo 6 - QNC BUEC Typical Exterior Lighting on Buildings to be replaced.

Photo 7 - QNC BUEC Buildings (A/C Units to be Replaced and Other Remaining Exterior Fixtures to Clean)

Photo 8 - QNC BUEC A/C Units to be Replaced (Interior View)

Photo 9 - QNC BUEC Electronics Room Vinyl Cove Base to be replaced.

Photo 10 - QNC BUEC E/G (SX) Building VCT Flooring to be replaced with New Epoxy Flooring

No work shall be initiated without the expressed written authority of the Contracting Officer