12/15-35 Rehabilitate Taxiway AGJ Z COURTS °
o:
Kevin Madok, CPA
.... Y1
Clerk of the Circuit Court & Comptroller — Monroe County,
•R OE COUN
DATE: October 3, 2018
TO: Beth Leto, Airports
Business Manager
FROM: Pamela G. Hancock, D.C.
SUBJECT: September 19' BOCC Meeting
Attached are electronic copies of the following items for your handling:
C7 Jacobs Project Management Co.'s Task Order No. 12/15- 34 for Airport Noise
Program Coordinator Sen1ces PSO# 34 in the amount of $83,873.00 to be funded by FAA
Grant# 37 -57 (90 %), and Passenger Facility Charges #17 (10 %).
C8 Jacobs Project Management Co.'s Task Order No. 12/15 -35 for Design, Permitting
and Bidding Sen1ces for the Key West International Airport Rehabilitate Taxiway A Project,
PSO# 35 in the amount of $598,414.00, to be funded by FAA Grant# 037 -56 (90 %),
FDOT #GOR03 (5 %), and Passenger Facility Charges #18.
C14 License Agreement with Keys Woodworkers, Inc. for a 60 foot by 30 foot parcel of
property at the Florida Keys Marathon International Airport to be used as a parking lot due to its
proximity to the entrance of Keys Woodworkers' retail sen1ce establishment.
C15 Contract with Charley Toppino & Sons in the amount of $397,440.00 for the Key
West International Airport Faraldo Circle Realignment & Curbside Improvements Project. Total
cost to be funded by the FAA Grant 37 -56 (90 %) and pending Passenger Facility Charge
Application #18 (10 %).
Should you have any questions, please feel free to contact me at (305) 292 -3550. Thank
you.
cc: County Attorney_
Finance
File
KEY WEST MARATHON PLANTATION KEY
500 Whitehead Street 3117 Overseas Highway 88820 Overseas Highway
Key West, Florida 33040 Marathon, Florida 33050 Plantation Key, Florida 33070
305 - 294 -4641 305 - 289 -6027 305 - 852 -7145
PK/ROTH BUILDING
50 High Point Road
Plantation Key, Florida 33070
305 - 852 -7145
t
MASTER AGREEMENT FOR PROFESSIONAL SERVICES
TASK ORDER FORM
Effective Date Upon t1.€ , M4I b 6 Task Order No. 12/15 -35
Client Project No. Engineer Project No. E9Y37935 .
This Task Order is entered into on the effective date noted above pursuant to the "Master
Agreement for Professional Services" between Monroe County, Florida ( "Client ") and JACOBS
PROJECT MANAGEMENT CO. ( "Consultant "), dated February 15, 2017 ( "Agreement "). The
Agreement is incorporated herein and forms an integral part of this Task Order.
Services Authorized — Rehabilitate Taxiway A
Client authorizes Consultant to perform the Services described in Exhibit A attached hereto and
incorporated herein, which Exhibit A is marked with the above noted Task Order No. and consists
of 11 page(s).
Pricing
N/A Time and Expense per Agreement and Appendix B to the Agreement. Q c -, - r
X Firm Fixed Price of $ 598,414.00 � n r
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N/A Other (Describe): c-s! ,
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``p � cem ommence on Execution , ; t .:'v �
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6 44:Z .; o .. "' BOARD OF COUNTY COMMISSIONERS f.014 i /
3,4 \::::,...•,' IN • DOK, CLERK OF MONROE COUNTY, FLORIDA
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By
Mayor /Chairman
CONSULTANT:
JACOBS PROJECT MANAGEMENT CO
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File: MSTR APS — Monroe County / . ' PROVE • •
Page 1 of 1 PE - Zr MERCADO
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Date
Exhibit A — (12/15 - 35)
Scope of Services
Monroe County Airports
Key West International Airport (EYW)
Rehabilitation Taxiway A
SCOPE OF WORK
Jacobs will provide project management, coordination services, design, permitting, and bidding
support services for the rehabilitation of Taxiway A at Key West International Airport (EYW).
EXISTING CONDITIONS
Taxiway A is the parallel taxiway to Runway 9 -27 at Key West International Airport. It consists
of a total of four (4) connector taxiways between Taxiway A and the Runway 9 -27 and thirteen
(13) connectors between Taxiway A and the aircraft aprons.
The Taxiway is exhibiting distresses and requires constant monitoring and maintenance to remain
safe for aircraft operations. According to an FDOT Pavement Condition Index (PCI) evaluation
in 2015, the PCI value for Taxiway is 66. A PCI value of 66 falls into the fair category.
DESCRIPTION OF WORK
This project is made of two improvement elements.
1. Rehabilitate Taxiway A will include addressing the existing pavement's condition
utilizing milling and hot mix asphalt overlay. The project will also strengthen the
pavement to accommodate the current aircraft fleet mix.
2. Included in the rehabilitation of Taxiway A will be the modifications to the existing
taxiways geometries to comply with FAA Advisory Circular 150/5300 -13A.
3. The existing taxiway edge lights will be replaced with LED fixtures and new taxiway
circuitry will be replaced, including the homerun back to the airfield lighting vault.
Additional taxiway edge lights will be installed to accommodate taxiway geometry
modifications.
General Scope
One construction package will be developed for this project. For this construction package,
Jacobs will provide the following services:
1. Management of the project from data collection, bid opening and award of the
construction contract.
2. Coordination with the geotechnical subconsultant and survey subconsultant.
3. Coordination with JAA, FAA/FDOT as required.
4. Preparation of minutes of meetings and phone conversations.
5. Program verification and site investigations.
Page 1 of 11
6. Preparation of the constructions documents and incorporation of Monroe County's front -
end contract documents.
7. Preparation of the engineering report, construction cost estimate, and construction
schedule.
8. Bidding and award assistance.
Assumptions/Design Parameters
1. This project is eligible for AIP funding.
2. Acquisition of topographic survey will be performed in accordance with the accuracies as
outlined in FAA AC 150/5300 -18B.
3. Jacobs will develop plans, an outline of specifications, an engineering report, and a
construction cost estimate at the 30% design level for review. Jacobs will develop the CSPP
and 7460 to be submitted to the Airport and FAA for review at the 30% design level.
4. Jacobs will develop plans, technical specifications, an engineering report, and a construction
cost estimate at the 90% design level for review.
5. It is assumed the existing airfield lighting vault has available capacity to support the
additional taxiway edge lighting and illuminated guidance signs due to taxiway geometry
changes. This scope of work does not include any work associated with the airfield lighting
vault.
6. Jacobs will produce a final contract set of plans, specifications, engineering report,
construction schedule, and construction cost estimate for bidding purposes.
7. DEP and ACOE permits are not required based on the current scope of the project.
8. A pavement design report is required and will be based on the airport's current fleet mix.
9. The taxiway design criteria will be based on Taxiway Design Group 3. It is assumed that this
project will not utilize paved shoulders.
10. The design will be in accordance with the most current FAA -AIP Advisory Circulars dated
2/20/2018.
11. It is assumed illuminated guidance signs will be relocated to accommodate new taxiway
geometries.
12. This scope of work does not include construction administration, resident project
representative nor quality assurance testing. This scope of work also does not include the
development of a construction management plan. These services along with a construction
management plan will be provided under a separate purchase order.
13. It is assumed that this project does not require the creation of an AGIS project.
14. Any cost estimates provided by Jacobs will be in a basis of experience and judgement. Since
consultant has no control over market conditions or bidding procedures, Jacobs does not
warrant that bids or ultimate construction costs will not vary from these cost estimates.
15. Request for Modification of Standards. As documented on the Airport Layout Plan (ALP) for
the Airport, the separation distance between Runway 9 -27 and Taxiway A is 315 feet.
Aircraft Design Group (ADG) III requirements specify a runway -to- taxiway centerline
separation distance of 400 feet. In addition, the Runway Object Free Area (OFA) is 500 feet
wide. FAA design criteria for ADG III require an OFA width of 800 feet. A modification to
the runway -to- taxiway and ROFA width design standards to allow simultaneous operations of
ADG III on Runway 9 -27 and Taxiway A was submitted to the FAA under a previous
Page 2 of 11
project. The runway -to- taxiway centerline separation distance and ROFA width were
individually evaluated relative to existing configuration and conformity. It is assumed that
this project will not require the request for Modification of Standards.
ARTICLE A — DATA COLLECTION AND PRELIMINARY DESIGN
Data Collection:
1. Prepare for and attend project design kick off meeting.
2. Coordinate with subconsultants including but not limited to survey, geotechnical, and
pavement evaluations as well as other Project Team members.
3. Perform a detailed topographic survey of Taxiway A as outlined in the attached survey scope
of work by Avirom and Associates, Inc.
4. Jacobs to provide full time badged escort for the survey crew. It is assumed that the survey
will take approximately 20 — 8 hour shifts to complete.
5. Perform a geotechnical investigation to assess the existing condition of Taxiway A pavement
section along with assisting in determining methods to rehabilitate the runway pavement (hot
mix asphalt). Geotechnical investigation will also be used to perform both pavement designs
to rehabilitate /strengthen Taxiway A hot mix asphalt pavement along with constructing new
pavement sections to accomplish taxiway geometry modifications. The geotechnical
investigation will be performed as outlined in the attached scope of work by Tierra.
6. Review prior taxiway pavement testing and the geotechnical report as it's produced.
7. Perform a pavement inspection. Conduct a visual inspection of the existing runway
pavement to identify and quantify major pavement distresses requiring repair. All distresses
will be mapped with a GPS handheld data collector. A distress plan will be developed to
indicate repair locations and quantities during design.
8. Jacobs to provide full time badged escort for the pavement inspection crew and NDT tests. It
is assumed that the pavement inspection work will take approximately 5 - 8 hour shifts to
complete.
9. Nondestructive tests (NDT) will be performed on the taxiway pavement at a project level
frequency in accordance with the requirements of FAA Advisory Circular 150/5370 -11B. In
addition, the resultant impulse stiffness moduli will be evaluated to locate areas where
geotechnical testing would be required. The reduced NDT data will provide in -situ pavement
and subgrade strength. All testing will be GPS located and the measured strengths correlated
to the distress mapping identified in task 3 to identify locations for destructive testing (core
and boring). Jacobs currently has allocated 14 core locations with 5 borings to be performed
within the coring area. Currently, RDM would provide two test lanes within the length of
each taxiway at roughly 100 feet spacing. A test lane will be provided at approximately 10
feet on either side of centerline. The testing would be staggered to provide a maximum
Page 3of11
spacing differential of 50 feet. In the short connector taxiways, the spacing may be taken at
50 feet to provide sufficient test area. Overall, the testing will result in approximately 140+
test locations throughout the full length of the project.
10. Jacobs to provide full time badged escort for the geotechnical field crew. It is assumed that
the geotechnical field work will take approximately 5 - 8 hour shifts to complete.
11. Research record drawings for underground utilities. (i.e. sewer, water, electric, gas,
communication, etc.).
12. Perform an inventory and inspections of the existing taxiway edge light bases and guidance
sign panel messages. The inspection will verify conditions of the cans, bolt circles and
capability to accept a "riser" to adjust the taxiway edge lights to the proposed grades.
13. Perform site walk through survey to locate and note any special site conditions that would
affect construction techniques or materials. Take photographs of the site and provide written
documentation, sketches, notes, or reports to confirm and record the general conditions of the
existing site. Field verify that all existing features in the field were picked up during the
topographic survey.
14. Prepare for and Attend Pre -App meeting with SFWMD.
15. Perform QA /QC.
Preliminary Design:
1. Taxiway Geometry. The ATCT has expressed concerns with the proposed modifications to
the geometries of the taxiways (B and E) that tie into the ends of Runway 9 and Runway 27.
The ATCT currently uses the excess pavement widths to move aircraft out of the way to
allow aircraft that are ready for departure to access the runway. It is their opinion that
removing this excess pavement will decrease the efficiency of the taxiway system. It is also
acknowledged by the FAA that EYW is challenged with available space to provide bypass
taxiways.
During the pre- design meeting it was agreed upon that this project will include developing up
to three taxiway geometry alternatives for further evaluation and approval by the ATCT,
Monroe County, and the FAA. The alternatives will include re- naming of the taxiways,
estimated construction cost estimates, aircraft movement exhibits, and a memorandum
comparing the pros and cons of each alternative.
2. Attend up to two meetings with ATCT, FAAA and EYW staff to review taxiway geometry
alternatives.
3. Per FAA Advisory Circular150 /5300 -13A, Section 401, paragraph (7), "Operational
Requirement. Changes in taxiway geometry in response to Air Traffic operational needs
must be analyzed for possible effects on runway incursions. Coordinate with the Safety Risk
Management (SRM) team when analyzing proposed taxiway geometry."
Based on the taxiway geometry alternative analysis, a SRM panel will be assembled to
perform a review of these alternatives. The SRM will include the following:
Page 4 of 11
• Provide background information on the project and if required, on the non-
standard runway to taxiway separation standard including:
• Existing and Forecasted Conditions and Aviation Activity
• Project Description and Justification
• Existing Operational Safety Data at EYW
• Existing Operational Safety Data at other airports in the United States
with similar layouts.
• Coordinate with the FAA and the EYW staff to identify key stakeholders that
should participate in the SRM panel
• Prepare materials in the form of graphics, models, presentations, etc. for the SRM
panel meeting
• Conduct the SRM panel meeting with an independent SRM Facilitator
• Prepare and finalize the SRM and SAS report that will be signed by the key
stakeholders.
• Facilitate the FAA approval of the SAS following the processes identified in
FAA Order 5200.11 Change 3.
SRM Panel
Jacobs will conduct the necessary tasks to establish and schedule an SRM panel, provide
materials in support of the SRM panel review meeting, facilitate the SRM panel meeting, and
prepare required documentation in support of the process.
ESTABLISHMENT OF SRM PANEL MEMBERS
The Consultant team in collaboration with Monroe County Department of Airports and the FAA
will identify members of the SRM panel and will communicate the objectives of the SRM panel
and schedule of the SRM panel meeting. It is important that all identified members (or
representatives for the members) are available to attend the panel meeting.
BACKGROUND MATERIAL DEVELOPMENT
The Consultant will prepare background materials to support the SRM panel meeting including
but not limited to:
• Existing and proposed airfield layout
• Existing and forecasted aviation activity and operations including existing and
forecasted runway usage by aircraft type
• Current ramp utilization and airline schedules
• Forecasted taxiway and commercial ramp utilization and schedules
• Development of flow diagrams highlighting the use of commercial ramp and
taxiway
Page 5 of 11
• Existing safety data for EYW
• Existing safety data for other airports in the United States with a similar
operation condition/layout
• Ground movement analysis
• The amount of time aircraft utilizes Taxiway A
• Calculation of probability and likelihood of an incident
• Preliminary mitigation measures
• Other relevant data
The Consultant team will provide meeting materials to include: graphics, spreadsheets,
presentations etc. to communicate this information to the panel prior to the meeting and present
the information at the SRM panel meeting. The Consultant will provide a draft of the information
to the Monroe County Department of Airports for review prior to distribution to the panel.
SRM PANEL MEETING
The Consultant will present the information identified above at the SRM panel meeting. The
Consultant will provide an independent SRM trained Facilitator to lead the SRM panel. The
Facilitator will ensure that panel is conducted in accordance with FAA SMS guidelines outlined
in FAA Order 5200.11 Change 3.
Safety risks associated with the operation and taxiway improvement alternatives will be
developed. The risks will be ranked according to the likelihood definitions and hazard severity
levels outlined in the FAA Order 5200.11 Change 3 Appendix C. Based on the likelihood and
hazard severity, a risk level of low, medium or high will be identified in accordance with the Risk
Matrix included in Appendix C of the Order.
As required by the risk matrix ranking, mitigation measures will be identified by the panel. The
Facilitator will lead the discussion and promote participation by all panel members to build
consensus among participants. Concurrence of the risks, risk levels and mitigation measures by
the panel members will be obtained at the meeting and documented by the participant's signature.
DOCUMENTATION
The Consultant and Facilitator will document all proceedings and decisions by the SRM panel in
accordance with FAA Orders 5300.11 Change 3 and 8000.369A.
In accordance with FAA Orders 5200.11 Change 3 and 8000.369A, the Consultant will provide a
draft final SRM and Safety Assessment Screening (SAS) report that includes:
• Background information
• Documentation of meeting including SRM panel members, panel discussion and
findings
• Other documentation per the FAA Orders referenced above
The draft report will be coordinated with the Monroe County Department of Airports and panel
participants to ensure accuracy and concurrence. Once the draft is approved a final report will be
provided and circulated to the panel participants for signature. Once the report is finalized, the
Page 6 of 11
Consultant will assist in submitting the report to FAA and facilitating approval. Final mitigation
measures identified in the report and associated with the SRM approval will need to be
incorporated into the Key West International Airport Safety Assurance Plan as part of a separate
effort.
DELIVERABLES
• Background information in the form of graphics, spreadsheets, and presentations
to communicate the information identified above to the SRM panel members
• Meeting materials and lead /facilitate SRM panel meeting
• Document SRM proceedings and decisions in accordance with FAA Orders
referenced above
• Preliminary Draft SRM Panel Report in electronic format (PDF) for Monroe
County Department of Airports review /comment
• Final Draft SRM Panel Report in electronic format (PDF) for Monroe County
Department of Airports review /comment
• Up to ten (10) copies of the Final Signed SRM Panel Report
Meetings and Coordination
A minimum of two meetings will be required for this project. The first meeting will serve as a
project kickoff and will include team members to discuss Taxiway A improvement alternatives
and background information with the Monroe County Department of Airports. It is anticipated
that this meeting will be conducted on -line using GoToMeeting or similar software prior to the
SRM panel meeting. The second meeting will be to attend and conduct the SRM panel.
Services for Article A will be provided under a lump sum basis.
ARTICLE B — DESIGN
Based on the information collected under Article A, the 30 %, 90 %, and final contract documents
for the construction package will be developed for all elements identified in this scope of work.
1. Develop technical specifications utilizing FAA's standard specifications for construction.
(i.e. FAA Specifications: P -101, P -152, T -904, T -901, T -905, P -620, ,etc.). Submit an
outline of technical specifications at 30 %. Submit complete technical specifications at
90% and Final.
2. Coordinate and incorporate Monroe County provided contract document /front -end
specifications into the final contract bid documents. (i.e. Notice to Bidders, Invitation to
Bidders, Instruction to Bidders, Bid Proposal, Contract, Contract Articles, General
Specifications).
3. Develop a construction schedule for use in determining phasing and duration.
4. Prepare for and attend two (2) design review meetings (30% and 90 %) with the Airport to
discuss project progress and review the design submittals.
Page 7 of 11
5. Prepare for and attend two (2) meetings at the Airport to discuss construction phasing
with Airport staff, ATCT and Tenants.
6. FAA mechanistic design method will be used to design the Taxiway A and connector
taxiway(s) rehabilitation requirements. It is generally understood that potential areas of
new pavement will also be required. The FAA's FAARFIELD program is proposed as
the primary mechanistic design methods as described in FAA Advisory 150 - 5320 -6F. A
sensitivity analysis will also be performed to identify changes in pavement thickness with
variations in aircraft weight and subgrade strength.
The functional condition and distress repairs as defined above will also be included with
the analysis to complete the taxiway pavement evaluation and design.
Upon the completion of the pavement design, construction requirements for the
rehabilitation options will be evaluated as a function of reliability; constructability; time
for construction; operational need and disruptions; and other factors identified by the
client and design team.
7. Prepare pavement design report. All analytical methods, results, and recommendations
will be summarized in a detailed written draft and final report. The report will be
integrated with the design elements to identify the primary rehabilitation design
requirement for the runway.
8. Develop detailed construction quantities and cost estimate at the 30 %, 90 %, and at final
contract document design levels.
9. Develop the following anticipated plans:
Title Sheet (1)
Index of Drawings and Notes (1)
General Notes (1)
Summary of Quantities (1)
General Plan (1)
Survey Control Plan (1)
Haul Route and Part 77 Surfaces (2)
Existing Conditions Plan (4)
GeotechBorings Plan (2)
General Phasing Plan (2)
Detailed Phasing/Safety Plan (4)
Safety Notes /Details (1)
Demolition Plan (4)
Geometry Plan (4)
Typical Sections (2)
Profiles (4)
Grading Plans (4)
PCC Joint Plan (1)
PCC Joint Details (2)
Drainage Plan (4)
Drainage Details (1)
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Cross Sections (10)
Pavement Marking Plan (4)
Pavement Marking Details (2)
Erosion Control Plan (4)
Erosion Control Details (1)
Electrical Demolition Plan (4)
Electrical Plan /Circuitry (4)
Light Fixture Schedule (1)
Electrical Details (4)
Miscellaneous Details (2)
Total: 83 Sheets
10. Evaluate potential bid alternates and alternatives for the construction based on available
funding sources.
11. Jacobs will perform drainage design and the necessary South Florida Water Management
District Permitting. Drainage improvements will include connecting existing storm sewer
systems to the newly installed injection wells that were installed under a previous project.
12. Airfield Electrical design will include the replacement of new taxiway edge lights, the
installation of new edge lights with base cans, the relocation of guidance signs, and
providing new guidance sign panels due to the re- naming of the taxiways.
13. Develop Engineer's report and confirm DBE goals.
14. Coordinate, distribute and print the following copies of the preliminary construction
documents for the construction package (plans, specifications, design report, and
construction cost estimate) for review by the Airport, FAA, and FDOT:
Preliminary Submission (30 %, 90 %, Final Contract Documents for each construction
package)
FAA: 2 half size copies of plans and a CD containing the drawings,
specifications, engineering report, and engineer's estimate for each submission.
FDOT: 2 half size copies of plans; and a CD containing the drawings,
specifications, engineering report, and engineer's estimate for the 90%
submission only.
Monroe County: 2 copies of plans (1 full size; 1 half size); 2 copies of specifications; 2
copies of engineering report; and 2 copies of engineer's estimate for each
submission
15. Conduct an in -house QA /QC prior to each submission. The in -house QA /QC check will
involve an experienced independent individual, depending on each discipline, to conduct
a comprehensive check on all documents to be submitted (e.g. plans, specifications,
estimates, reports). Time will be required for engineers and CADD technicians /designers
to correct items listed under the in -house QA /QC checks.
Page 9of11
16. Address comments from 30% and 90% design submissions.
17. Prepare and submit electronically FAA form 7460 -1 Notice of Proposed Construction or
Alteration.
18. Prepare and submit a Construction Safety Phasing Plan (CSPP).
Services for Article B will be provided under a lump sum basis.
Article C — Bid Phase Services
Upon completion of the construction documents and at the request of the Airport, Jacobs will
prepare the project documents for bidding. Jacobs will perform bidding support services the
following terms will apply:
A. The County appoints Jacobs as its Agent, and Jacobs accepts such
appointment to perform bid /procurement services on the County's behalf
in connection with the project.
B. Such services shall be performed under the County's direction and in
accordance to such forms, terms and conditions, or modifications or
revisions to same as the County may in its sole discretion at any time
instruct Jacobs to use. All services shall be carried out in accordance
with the procedures mutually agreed upon by the County and Jacobs.
C. Jacobs shall not have authority to accept or bind the County in any way
to changes, modifications, revisions, alterations, amendments, or
supplemental, additional, or different terms and conditions (hereinafter
referred to as "deviations ") which may be submitted or requested by a
vendor or contractor. Jacobs shall immediately submit any deviations
from the County's standard terms and conditions to the County for
review by the County's Purchasing Manager or their representative and
such deviations shall not be accepted by Jacobs unless Jacobs receives
express written approval thereof from the County's Project and /or
Purchasing Manager or their representative.
D. All documents issued by Jacobs hereunder shall be signed by Jacobs for
the County if so directed. The ownership and title of all items purchased
hereunder shall pass directly from the selling party to the County, and
Jacobs shall at no time be a party to such transaction other than as agent
of the County. The County shall have the unilateral right to have the
commitment authority of Jacobs, its employee or this limited agency
authorization in its entirety revoked and cancelled at any time, with or
without cause. The County shall be obligated directly to the selling party
for all payments for materials, equipment, supplies and services procured
hereunder.
Page 10 of 11
•
E. The County shall hold Jacobs and its employees harmless from any
claims, suits or liabilities arising out of any breach or other failure of
performance by any contractor, vendor or supplier under any contract or
purchase order issued by Jacobs hereunder.
The following task will be performed as part of the bid phase services:
• Coordinate with the County Purchasing Department and the Airport to advertise for bids.
• Coordinate with the County to provide electronic copies of the bid documents to
prospective bidders
• Prepare for and attend a project pre -bid conference
• Prepare responses to address requests for information from prospective bidders
• Prepare and coordinate the issuing two (2) addenda with the County purchasing
department.
• Revise bid documents as necessary for the addendum
• Review bids for responsiveness
• Prepare a bid tabulation
• Make a recommendation for award based on review of the bid information submitted.
Services for Article C will be provided under a lump sum basis.
PROJECT SCHEDULE:
The tentative project schedule from the Notice to Proceed date will be as follows:
Article A - 30% Design 90 days
Article B — 90% Design 90 days
Article D — Final Design 45 days
Article E — Bid Phase Services To be coordinated with County Purchasing Department
Page 11 of 11
KEY WEST INTERNATIONAL AIRPORT
REHABILITATE TAXIWAY A
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Note Item 1.1 is not included in the Rehab of Taxiway A.
APPROX. LIMITS OF DRAINAGE IMPROVEMENTS
JACOBS ENGINEERING GROUP JOB HOUR AND FEE ESTIMATE
Monroe County
Airport:
Key West International Airport
Project:
Rehabilitate Taxiway A (12/15 -35)
FEE SUMMARY
BASIC SERVICES
Hours Fee DBE AMOUNT
Article A: Data Collection and Preliminary Design 476 $ 82,965
Article B: 30% Design 892 $ 134,846 $ 32,602.00
Article B: 90% Design 1,490 $ 172,056 $ 1,000.00
Article B: Final Design 374 $ 45,390 $ -
Article C: Bid Phase 164 $ 21,472 $ -
(Total Basic Services Lump Sum Fee 3,396 $ 456,729 $ 33,602
SPECIAL SERVICES Hours Fee DBE AMOUNT
Article A: Data Collection and Preliminary Design
Avirom and Associates - Survey (Lump Sum) $ 60,500 $ -
Tierra - Geotechnical (Lump Sum) $ 14,790 $ 14,790
SRM Panel Facilitator $ 38,812 $ -
RDM $ 27,583 $ 27,583
Total Special Services Lump Sum Fee 0 $ 141,685 $ 42,373
(TOTAL LUMP SUM PROJECT FEE 3,396 $ 598,414 $ 48,392
DBE Percentage 8.09%
•
JACOBS ENGINEERING GROUP JOB HOUR AND FEE ESTIMATE
Monroe County
Airport:
Key West International Airport
Project:
Rehabilitate Taxiway A (12/15.35)
Article A: Data Collection and Preliminary Design
' Proj..� Sr Proj. �Sr. Project" - Sr CADD c a
. .z - —WORK ITEM , Director Manager Engineer Engineer .Engineer` Designer "Tech .Clerical • TOTAL.,
Data Collection
1 Prepare for and attend one (1) project design hick -of meeting 8 8 16
2 Coordinate with Subconsultants 8 8
3 Perfomt Topographic Survey Work to be Performed by Avirom and Associates, Inc, See Below
4 Provide Bodged Escort for Survey, Assumed 20 Shifts of Field 160 160
Work
•
5 Perform Geotechnical Investigation Work to be Performed by Tierra. See Below
•
6 Review Prior Taxiway Pavement Testing/Geotcch Report Work to be Performed by RDM. See Below
7 Pavement Inspection Work to be Performed by RDM. See Below
8 Provide Bodged Escort for Pavement Inspection and NDT, 40 48
Assumed 5 Shifts of Field Work
9 Perform NDT on Taxiway A Work to be Performed by RDM. See Below
Provide Bodged Escort for Geotechnial Investigation, Assumed 5
10 40 40
Shifts of Field Work
11 Research Record Utility Drawings 4 4
12 Inventory and Inspection Taxiway Edge Light Bases and guidance
16 16
sign panel messages, Assumed 2 shifts of Field Work
13 Perform Site Walk - Survey Confirmation 8 8
Preliminary Design
Taxiway Geometry
14 Develop Taxiway Geometry Alternatives (3) 8 20 20 40 88
15 Attend 2 Meetings with ATCT and EYW to Review Alts. 20 20 40
16 SRM Work for items a-e to be Performed by Ricondo.See Below. Additional Hours shown are for Jacobs participation in those
tasks.
a. Prepare background information 0
h. Coordinate and Prepare for SRM Panel 0
c. Finalize SRM and SAS Panel 0
d. Attend SRM Panel 16 16 32
c. Facilitate SRM Panel
0
20 Prepare for and Attend Pre-App Meeting SFWMD 4 8 12
21 Perform QA/QC and Document Review 12 12
TOTAL HOURS 12 56 256 64 28 20 40 0 476
RATE $ 200.00 5 174.00 $ 147.00 $ 112.00 $ 93.00 $ 76.00 $ 101.00 $ 54.00 - --
PAYROLL ESTIMATE $ 2.400 $ 9,744 5 37.632 $ 7.168 S 2.604 $ 1.520 S 4.040 S - S 65,1118
Suhconsultants TOTAL PAYROLL S 65,188
Avirom and Associates $ 60.500
Ricondo and Associates $ 38,812 Subconsuitants $ 141,685
RDM $ 27,583 Expenses $ 17,857
Tierra South $ 14.790 Lump Sum Fee Total $ 224,650
5 141,685
TOTAL FEE $ 224,650 I
Task Expenses:
1 Airfare ($600/RT) s 2 People $ 1,200
Lodging/Food Perdiem $278/Night x 2 People x 1 Night $ 556
4 Airfare ($600/RT) x 1 Person 2 RT $ 1,200
Lodging/Food Perdiem $278/Night x 20 Nights $ 5,560
8 Airfare ($600/RT) x 1 Person $ 600
Lodging/Food Perdiem 5278/Night x 5 Nights $ 1.390
10 Airfare ($600/RT) s 1 Person $ 600
JACOBS ENGINEERING GROUP JOB HOUR AND FEE ESTIMATE
Monroe County
Airport:
Key West International Airport
Project:
Rehabilitate Taxiway A (12/15 -35)
Article B: 30% Design
' . Pro /. - Sr Pro 52. Pro leer . =.c Sr. CADD
WORICITEM• � ; i ?'Diredor Manager..Engineer Engineer Engineer ., 'Besiper Ted; . Clerical . TOTAL > I
1 Develop Outline of Technical Specifications 2 2
2 Coordinate and Incorporate Monroe County Contract Documents Not Included in 30% Submission 0
into Project Manual (90% and Final)
3 Develop Construction Schedule 4 8 12
4 Prepare for an d Attend Design Review Meeting (30 %) 12 12 24
5 Prepare for and Attend Phasing Meeting (30 %) 12 1 24
6 Pavement Evaluation and Design Work to be Performed by RDA!. See Below
7 Pavement Design Report Workm be Performed by RDM. See Below
8 Develop construction quantities and cost estimate for30%
4 8 24 36
documents
9 Prepare the following plans
a. Title Sheet (I) 8 8
b. Index of Drawings and Notes (1) 8 8 16
c. General Notes (I) 1 8 12
d. Summary of Quantities (1) Not nduded in 30% Submission 0
e. General Plan (1) 1 4 8
f. Survey Control Plan (1) Not lnduded in 30% Submission 0
g. Haul Route and Pan 77 Surfaces (2) Not Included in 30% Submission 0
h. Existing Conditions Plan (4) 8 32 40
i. G otecI Borings Plan (2) Not lnduded in 30% Submission 0
j. General Phasing Plan (2) 1 12 16 32
k. Detailed Phasing/Safety Plan (4) Not Included in 30% Submission 0
1. Safety Notes/Details (1) Not lnduded in 30% Submission 0
m. Demolition Plan (4) 16 8 24
n. Geometry Plan (4) 8 16 24 48
o. Typical Sections (2) Not lnduded in 30% Submission 0
p. Profiles (4) 4 8 24 16 52
q. Grading Plans (4) 1 8 60 28 100
r. PCC Joint Plan (1) 4 12 8 24
s. PCC Joint Details (2) Not Included in 30% Submission 0
1. Drainage Plan (1) 4 8 I6 8 36
u. Drainage Details (1) Not Included in 30% Submission
v. Cross Sections (10) Not Included in 30% Submission II
or. Pavement Marking Plan (4) 8 16 16 40
x. Pavement Marking Details (2) 1 8 12 24
y. Erosion Control Plan (4) Not Included in 30% Submission 0
z. Erosion Control Details (1) Not Included in 30% Submission 0
aa. Eleetical Demolition Plan (4) 8 8 40 56
hh. Elec ical Plan/Circuitry (4) 20 8 40 68
cc. Light Fixture Schedule (1) Not Included in 30% Submission
dd. Electrical Details (4) Not Included in 30 %Submission 0
ce. Miscellaneous Details (2) Not Included in 30% Submission 0
111 EvaL Bid Alternates Not Included in 30 %Submission 0
Article B: 30% Design
—
'. :: Proj. ,' Sr Projr, , Project Sr CADD
.. WORK ITEM . ';Director Manager ' Engineer` 'Engineer r Engineer, : Designer Tech 3 .- ClerirW TOTAL
11 Drainage Design and SFWMD Permitting 8 16 32 2 58
12 Electrical Design 24 2 26
13 Engineer's Report 4 8 16 2 30
14 Distribute Plans for Review 4 2 6
15 QA/QC 10 10
16 Address (30 %) Review Comments 8 8 16 8 8 48
17 Prepare and Submit FAA Form 7460 4 8 2 14
18 Prepare and Submit CSPP 12 2 14
TOTAL HOURS 10 108 52 108 214 96 292 12 892
RATE $ 200.00 $ 174.00 $ 147.00 $ 112.00 $ 93.00 S 76.00 $ 101.00 $ 54.00 —
PAYROLL ESTIMATE S 2.000 S 18.792 $ 7,644 S 12.096 $ 19.902 $ 7.296 S 29.492 $ 648 S 97,870
Suhconsultanto TOTAL PAYROLL S 97,870
RDM $ 32,602
$ 32,602 Subconsultants $ 32,602
Expenses S 4,374
Lump Sum Fee Total S 134,846
Task Eop
4 Airfare ($600/RT) x 2 People $ 1,200
Lodging/Food Perdicm $278/Night x 2 People x 1 Night $ 556 I TOTAL FEE S 134,846 I
5 Airfare ($600/RT) x 2 People $ 1,200
Lodging /Food Perdiem $278/Night x 2 People x I Night $ 556
Parking/Misc./Printing $ 862
Total Expenses $ 4,374
•
JACOBS ENGINEERING GROUP JOB HOUR AND FEE ESTIMATE
Monroe County
Airport:
Key West International Airport
Project:
Rehabilitate Taxiway A (12/15 -35)
Article B: 90% Design
Proj Sr Proj. ` Sr. Project ` Sr. CADD
--W " " I
ORK ITEM Director 4e , Engineer Engineer - Engineer Designer -.Tech • Clerical ' . TOTAL
1 DevelopTcchnical Specifications 16 8 40 4 68
Coordinate and Incorporate Monroe County Contract
2 D ocuments into Project Manual (90 %) 16 Ifi
3 Develop Contraction Schedule 4 16 2U
4 Prepare for and Attend Design Review Meeting (90 %) 12 12 24
5 Prepare for and Attend Phasing Meeting (90 %) 12 12 24
6 - Pavement Evaluation and Design IVork to be Pe f rmed by RDM. See 30%
7 Pavcmement Design Report Work to be Performed by RDM. See 30%
8 Develop construction quantities and cost estimate for 90% 40 40 v
documents
9 Prepare the following plans
a. Title Sheet (1) 2 2
b. Index of Drawings and Notes (1) 4 8 12
c. General Notes (1) 4 8 12
d. Summary of Quantities (1) 8 2 111
e. General Plan (1) 4 4 8
f. Survey Control Plan (I) 8 8 16
g. Haul Route and Pan 77 Surfaces (2) 4 8 8 20
IL Existing Conditions Plan (4) 4 4 8
L Geotech/Borings Plan (2) 8 8 16 32
j. General Phasing Plan (2) 4 8 16 24 52
k. Detailed Phasing/Safety Plan (4) 4 20 20 20 64
L Safety Notes/Details (1) 4 8 12 24
m. Demolition Plan (4) 4 8 16 8 36 •
n. Geometry Plan (4) 4 8 8 20
o. Typical Sections (2) 8 8 16 32
p. Profiles (4) 8 24 10 42
q. Grading Plans (4) 4 16 40 40 tall
r. PCC Joint Plan (1) 4 16 8 28
s. PCC Joint Details (2) 8 16 24
L Drainage Plan (4) 4 8 16 28
u. Drainage Details (I) 8 16 16 40
v. Cross Sections (10) 4 16 60 16 96
W. Pavement Marking Plan (4) 4 8 8 211
x. Pavement Marking Details (2) 2 8 16 26
v. Erosion Control Plan (4) 4 16 20 48
x. Erosion Control Details (I) 4 8 16 28
aa. Electical Demolition Plan (4) 12 20 20 52
bb. Electrical Plan/Circuitry (4) 32 16 20 68
sr. Light Fixture Schedule (1) 2 12 12 26
Article B: 90% Desiim ,
Proj. ' Sr:Proj ` ' Sr. , Project - , " Sr.'CADD '' - '
. . WORK'ITEM : • "" ' Director :Manager Engineer_ Engineer 'Engineer Designer. ,.Tech .Clerical , •'TOTAL _
dd. Electrical Details (4) 24 24 21 72
cc. Miscellaneous Details (2) 4 16 24 32 76
10 Eval. Bid Alternates 1 4
11 Drainage Design and SFWMD 2 16 16 2 30
• 12 Electrical Design 20 2 22
13 Engineer's Report 4 8 16 4 2 31
11 Distribute Plans for Review 4 2 6
15 QA/QC 14 8 22
16 Address (90 %) Review Comments 1 8 16 16 16 60
17 Prepare and Submit FAA Form 7160 Not Included in 90% Submission. See 30% Submission 0
18 Prepare and Submit CSPP Not Included in 90% Submission. See 30% Submission 0
TOTAL HOURS 14 178 172 180 316 198 420 12 1490
RATE $ 200.00 $ 174.00 S 147.00 $ 112.00 $ 93.00 S 76.00 $ 101.00 $ 54.00 --
PAYROLL ESTIMATE $ 2.800 $ 30.972 $ 25.284 $ 20.160 $ 20.388 $ 15.048 $ 42.420 $ 648 5 166,7211
TOTAL PAYROLL 5 166,7211
Subconsultents
Sightlinc (Pavement Marking Consultant) S 1.000
S 1,000 Subconsuhants $ 1,000
Expenses $ 4.336
Lump Sum Fee Total $ 172,056
Tas Eopcnscs:
4 Airfare (S600/RT) x 2 People $ 1,200
Lodging/Food Perdiem $278/Night x 2 People x 1 Night S 556 1 TOTAL FEE S 172,056
5 Airfare ($600/RT) x 2 People S 1.200
Lodging/Food Perdiem $278/Night x 2 People x 1 Night $ 556
Misc/Printing/Parking $ 824
Total Expenses $ 4,336
JACOBS ENGINEERING GROUP JOB HOUR AND FEE ESTIMATE
Monroe County
Airport:
Key West International Airport
Project:
Rehabilitate Taxiway A (12/15 -35)
Article B: Final Design
s. • _ - _ Pmj. Sr. Proj: ' Project . Sr.CADD
- WORK ITEM _ • Director Manager. - Engineer Engineer Engineer - Designer ' Tech Clerical . TOTAL
1 Develop Technical Specifications 4 16 4 24
Coordinate and Incorporate Monroe County Contract
2 Documents into Project Manual (Final) 'l 8 12
3 Develop Construction Schedule Not Included in Final Submission
A Prepare for and Attend Design Review Meeting Not Included in Final Submission
5 Prepare for and Attend Phasing Meeting Not Included in Final Submission
6 Pavement Evaluation and Design Not Included in Final Submission. See 30%
7 Pavemement Design Report Not Included in Final Submission. See 30%
8 Develop construction quantities and cost estimate for
24 24
Final documents
9 Prepare the following plans
a. Title Sheet (I) 2 2
b. Index of Drawings and Notes (1) 2 2
e. General Notes (1) 4 4 8
d. Summary of Quantities (1) 4 4
e. General Plan (1) 0
f. Survey Control Plan (U 0
g. Haul Route and Part 77 Surfaces (2) 4 4 8
h. Existing Conditions Plan (4) 0
i. Geotecla/Borings Plan (2) tl
j. General Phasing Plan (2) 4 8 8 20
k Detailed Phasing/Safety Plan (4) 4 8 16 28
I. Safety Notes/Details (I) 2 2
m. Demolition Plan (4) 4 4 8
n. Geometry Plan (4) 0
o. Typical Sections (2) 4 4 8
p. Profiles (4) 0
q. Grading Plans (4) 4 16 16 36
r. PCC Joint Plan (1) 8 8 16
s. PCC Joint Details (2) 0
8. Drainage Plan (4) 11
u. Drainage Details (1) 11
v. Cross Sections (10) 8 8 16
w. Pavement Marking Plan (4) 8 8
s. Pavement Marking Details (2) 4 8 12
y. Erosion Control Plan (4) 4 8 12
o. Erosion Control Details (1) 0
aa. Electical Demolition Plan (4) 4 8 12
bb. Electrical Plan/Circuitry (4) 8 8 16
Article B: Final Design
` ," ,. Proj. Sr . Projr .Sr. . Project' . St. CARD: .'' ,
WORKITEM - . Dilator Manager Engineer Engineer- Engineer Designer Tech Clerical TOTAL
en. Light Fixture Schedule (1) 8 8
dd. Electrical Details (4) 16 16 32
re. Miscellaneous Details (2) 4 4 8 8 24
10 Eval. Bid Alternates Not Included in Final Submission
11 Drainage Design and SFWMD Permitting Nntlncluded in Final Submission
12 Electrical Design Not Included in Final Submission
13 Engineers Report 2 4 8 2 16
14 Distribute Plans for Review 0
15 QA/QC 8 8 16
16 Address Review Comments Nnt Included in Final Submission
17 Prepare and Submit FAA Form 7460 Not Included in Final Submission
18 Prepare and Submit CSPP Not Included in Final Submission
TOTAL HOURS 8 46 24 28 72 76 114 6 374
RATE $ 200.00 $ 174.00 $ 147.00 S 112.00 $ 93.00 $ 76.00 $ 101.00 $ 54.00 --
PAYROLL ESTIMATE $ 1.600 S 8.004 $ 3.528 S 3.136 $ 6.696 $ 5.776 $ 11.514 S 324 5 411.578
TOTAL PAYROLL 5 411,578
Snbconsultants
Montgomery Consulting 1 4,224 Subconsultants $ 4,224
S - Expenses $ 588
$ 4,224 Lump Sum Fee Total $ 45,390
TOTAL FEE $ 45,390
Task Esnenses:
Misc/Printing $ 588
Total Expenses $ 588
JACOBS ENGINEERING GROUP JOB HOUR AND FEE ESTIMATE
Monroe County
Airport:
Key West Intemational Airport
Project:
Rehabilitate Taxiway A (12/15 -35)
Article C: Bid Phase
Piro/ Sr.Proj. ° Br - Project - ' Sr.,CADD
.W
ORK ITEM -. �� , .. • Direerar Manager Engineer Engineer Engineer- Designer Tear' Clerical . TOTAL '
Coordinate bid advertisement and posting of bid documents 4 8 4 16
with the County
2 Prepare for and attend the Pre -Bid Conference 12 12 24
3 Prepare responses to RFIs 4 4 8 8 24
4 Prepare and Issue Addenda (Assume 2) 4 16 16 20 56
5 Revisions to Bid Drawings 8 8 8 24
6 Review Bids for Responsiveness 2 8 10
7 Prepare a Bid Tabulation 8 8
8 Make Recommmendation for Award 2 2
TOTAL HOURS 0 24 32 12 40 16 40 0 164
RATE $ 200.00 $ 174.00 $ 147.00 $ 112.00 $ 93.00 $ 76.00 $ 101.00 $ 54.00 - - --
PAYROLL ESTIMATE $ - $ 4.176 $ 4.704 $ 1.344 $ 3,720 $ 1.216 $ 4.040 5 - $ 19,200
Subconsultants TOTAL PAYROLL $ 19,200
Subconsultants $ -
$ - Expenses $ 2,272
Lump Sum Fee Total $ 21,472
Task Expenses: 1 TOTAL FEE $ 21,472
2 Airfare ($600/RT) x 2 People $ 1,200
Lodging/Food Perdiem $278/Night x 2 People x 1 Night $ 556
Misc/Printing/Parking $ 516
Total Expenses $ 2,272