3f. SOW - MCOB RTR Foundation Steel Beam Repair.docx

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MCOB RTR Foundation Steel Beam Repair
Solicitation number
00297
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STATEMENT OF WORK

MCOB RTR Foundation Steel Beam Repair - FY2021

Orlando, Florida (MCO) July 23, 2021

1. GENERAL:

This performance-based acquisition task order sets forth the requirements for repairing the MCOB RTR foundation beams located at Orlando International Airport, Florida (MCO). The purpose of this contract is to provide turnkey, fast-track design-build support, furnishing all labor, materials, tools, equipment, and other related services necessary to complete this work (JCN: 1603503).

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, A/E Project Manual” (June 2016 Edition).

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

c) Florida Building Code, Sixth Edition, 2017.

Contractor shall incorporate the most efficient and cost-effective (i.e. simplified details, minimized equipment and material cost, reduced construction timelines, etc.) approach to accomplish all technical requirements outlined in the Description of Work herein. Contractor shall notify Contract Officer (CO) and Project Manager (PM) if any items in this Description of Work can be accomplished in a more efficient and cost-effective manner prior to submitting bid.

2. EXPLORATION:

During bidder conference, contractors shall perform an initial site survey and refine project scope with sufficient level of detail necessary to complete the work and general execution of this project. If deemed necessary, subsequent site visits may be further arranged to accomplish this critical task. Immediately report any additions, changes, and/or modifications to this scope to the designated Local FAA Facilities Representative(s) before finalizing bid.

3. SCOPE:

The following list summarizes key elements of the work. It is provided for the purpose of revealing the general nature of the work involved and should not be used solely as a basis for contractor’s bid proposal. The contractor is responsible for accomplishing all items of work in accordance with the site conditions, applicable drawings (as-builts), previous reports/specifications, building codes, industry standards, and general conditions of the contract. Any additional labor, materials, equipment, and/or appurtenances not specifically detailed or specified, but required to complete the project, shall be provided by the contractor as an integral part of the scope of work specified. This work must include; but not be limited to 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 confirmed 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 local FAA facilities personnel.

c) Contractor shall provide general construction services, including; but not necessarily limited to: 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) as deemed necessary. Manually excavate sensitive areas near existing utilities and infrastructure.

e) Construction noise, fumes, 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 site hazard of any kind.

g) Contractor shall submit to the FAA a proposed plan regarding precautions for properly containing loose particles/dust/debris generated during construction (when applicable), 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 and associated operator certifications at least one week prior to any heavy equipment mobilization.

j) Contractor shall field verify dimensions affected by the work. Remedial actions based on contract documents.

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.

l) Hazardous Material Requirements: Design and construction shall address the requirements for properly assessing/identifying, worker notification, abatement and disposal of hazardous materials including; but not limited to: asbestos, lead-based paint, heavy metals (arsenic, barium, cadmium, chromium, lead, selenium, silver, hexavalent chromium) and PCB’s.

Design:

a) Contractor shall provide shop drawings and manufacturer’s cut sheets for proposed construction materials and equipment.

Construction:

a) Contractor shall prepare a detailed cost estimate and project schedule for proposed work.

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

c) Contractor shall coordinate mobilization and staging procedures with COR and local facilities personnel. Subject activities shall impose minimum disruption to facility operations.

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

e) Refurbish/Repair steel wide-flange beam foundation system. Existing coatings contain lead-based paint, requiring proper abatement and disposal services. Sandblast steel to clean and smooth finish then neutralize steel substrates with Ospho or engineer approved equivalent (corrosion inhibitor). Repair base material losses (i.e. pits, pockets, voids, fishers, etc.) with FastSteel fiber reinforced epoxy putty or engineer approved equivalent. Prime surfaces with ZRC or engineer approved equivalent (zinc-rich based, cold-galvanized primer coating system). Coat refurbished steel surfaces with new direct-to-metal finishing paint with 20 year finishing warranty.

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

g) 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.

See Background Section 6.0 for additional information.

4. 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.

5. 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 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 components, and preparations for new replacement items.

6. BACKGROUND:

The subject facility has simply suffered excessive exposure to harsh, cyclical seasonal weather conditions, compounded by prolonged usage and service life. Consequently, the foundation steel beams have corroded, become deficient, and generally worn beyond safe, acceptable standards, thereby requiring refurbishment. Recent field assessments have confirmed this.

Please refer to the enclosed site photos and attachments for additional requirements/information.

7. TASK ORDER SUBMITTALS:

Initial Draft Copy of Submittals

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

· Electronic .pdf copies of the cost estimate and project schedule

· Electronic .pdf copies of the applicable shop drawings and manufacturer’s cut sheets for all proposed construction materials and equipment.

8. SCHEDULE:

Critical milestones indicated below. Project schedule shall accommodate indicated submittals by these dates. Anticipate the FAA document review period to be completed within one working (business) week of document receipt.

· Initial Site VisitTBDBid Conference @ PNS
· Construction BidsTBDProject Bid Due Date
· Project AwardTBDSource Selection Due Date
· Initial SubmittalsTBDFor Review and Comments
· Final SubmittalsTBD(Completed Submittal Phase)
· Complete Permits/MobilizeTBD(Construction Phase Start Date)
· CAI/Clean up/DemobilizeTBD(Construction Phase End Date)

Schedule Changes: This schedule may be later amended by mutual agreement of parties. Such amended schedule shall become contractually binding only after incorporation into the contract via bilateral contract modification.

9. CONTACTS:

The following is a list of primary contracts involved in the project: Please contact us if you have any additional questions or concerns.

FAA REGIONAL & DISTRICT OFFICE CONTACTS

Jonathan Kreiner, ZJX District TSC Engineer(904)-563-2762
Jeff Alexander, ZJX District NIM(803)-239-6739
Eligio Colon, DFM(407)-487-7151
Kevin Sherwood, TSC Management(904)-762-8785

FAA MCO CONTACTS

Angel Lopez, MCO NAV/COMM SSC(620)-290-8468
Charles Smith, MCO NAV/COMM Coordinator(407)-285-4536

10. ATTACHMENTS (To be transmitted):

a) MCOB RTR Drawings

b) MCOB RTR FDN STL BM Repair Product Data Sheets

No work shall be initiated without the expressed written authority of the Contracting Officer or designated FAA Representative(s).

****END****

Photo 1 - MCOB RTR Building – West Elevation

Photo 2 – MCOB RTR Building – South Elevation

Photo 3 – MCOB RTR Building – Southeast Corner (East Elevation Background)

Photo 4 – MCOB RTR Building – Northwest Corner (North Elevation Background)

Photo 5 – MCOB RTR Facility – West Elevation

Photo 6 – MCOB RTR Antenna Farm – West Elevation (Southern Half)

Photo 7 – MCOB RTR Antenna Farm – West Elevation (Northern Half)

Photo 8 – MCOB RTR Antenna Farm – Mid-Section

Photo 9 – MCOB RTR Antenna Farm – Corroded Steel Plate Connector (Typical of 6 Locations)

Photo 10 – MCOB RTR Antenna Farm – Expansion Joint

Photo 11 – MCOB RTR Facility – Typical Corroded Hardware (Typical Throughout)

Photo 12 – MCOB RTR Antenna Farm Conduits – Typical Corroded Fasteners

Photo 13 – MCOB RTR Antenna Farm Base Plates – Typical Corroded Anchors

Photo 14 – MCOB RTR Hot-Dipped Galvanized Components

Photo 15 - MCOB RTR Steel Wide Flange Beam Foundation to be Restored (Typical).

Photo 16 - MCOB RTR Building Exhaust Fan image3.jpeg image4.jpeg image5.jpeg image6.jpeg image7.jpeg image8.jpeg image9.jpeg image10.jpeg image11.jpeg image12.jpeg image13.jpeg image14.jpeg image15.jpeg image16.jpeg image1.jpeg image2.jpeg

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