Item C08C ounty of M onroe
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BOARD OF COUNTY COMMISSIONERS
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Mayor David Rice, District 4
The FlOnda Key
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Mayor Pro Tem Sylvia J. Murphy, District 5
Danny L. Kolhage, District 1
George Neugent, District 2
Heather Carruthers, District 3
County Commission Meeting
September 19, 2018
Agenda Item Number: C.8
Agenda Item Summary #4622
BULK ITEM: Yes DEPARTMENT: Airports
TIME APPROXIMATE: STAFF CONTACT: T.J Henderson (305) 289 -6302
none
AGENDA ITEM WORDING: Approval of Jacobs Project Management Co.'s Task Order No.
12/15 -35 for design, permitting and bidding services for the Key West International Airport
Rehabilitate Taxiway A project, PSO4 35 in the amount of $598,414.00, to be funded 90% by FAA
Grant# 037 -56, 5% FDOT4GOR03, and Passenger Facility Charges (PFC 418).
ITEM BACKGROUND: This task order is to provide project management, coordination services,
design, permitting, and bidding support services for the rehabilitation of Taxiway A at the Key West
International Airport (EYW), as described in Exhibit A- Scope of Work.
PREVIOUS RELEVANT BOCC ACTION:
Approval of FAA Grant 43 -12- 0037 - 056 -2018 at the August 15, 2018 BOCC regular meeting,
agenda item C -11, and FDOT Grant 4GOR03 at the November 14, 2017 BOCC regular meeting,
agenda item F -4.
CONTRACT /AGREEMENT CHANGES:
N/A
STAFF RECOMMENDATION: Approval.
DOCUMENTATION:
Jacobs PS01215 -35 Rehab Taxiway A
FINANCIAL IMPACT:
Effective Date: Upon Execution
Expiration Date: Service will cease by 547 days.
Total Dollar Value of Contract: $598,414.00
Total Cost to County: n/a
Current Year Portion:
Budgeted: Yes
Source of Funds: FAA(90 %) Grant #037 -56/ FDOT (5 %) Grant#GOR03/ PFC #18(5 %)
CPI:
Indirect Costs:
Estimated Ongoing Costs Not Included in above dollar amounts:
Revenue Producing: no If yes, amount:
Grant:
County Match:
Insurance Required:
Additional Details:
REVIEWED BY:
Beth Leto
Completed
08/24/2018 1:10 PM
T.J Henderson
Completed
08/24/2018 4:04 PM
Pedro Mercado
Completed
08/24/2018 5:30 PM
Budget and Finance
Completed
08/27/2018 9:04 AM
Maria Slavik
Completed
08/27/2018 9:21 AM
Kathy Peters
Completed
08/31/2018 12:43 PM
Board of County Commissioners
Pending
09/19/2018 9:00 AM
MASTER AGREEMENT FOR PROFESSIONAL SERVICES
TASK ORDER FORM
Effective Date
Client Project No.
Task Order No. 12/15 -35
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.
X Firm Fixed Price of $ 598,414.00
N/A Other (Describe):
Schedule
Services may commence on Execution
Services will cease by 547 da s
Other
(SEAL)
ATTEST: KEVIN MADOK, CLERK
BOARD OF COUNTY COMMISSIONERS
OF MONROE COUNTY, FLORIDA
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CONSULTANT:
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Mayor /Chairman
STANYMMTY ATTORNV
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File: 11STR APS - rlllonroe County
Exhibit A — (12/15 - 35)
Scope of Services
Monroe County Airports
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Key West International Airport (EYW)
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Rehabilitation Taxiway A
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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 Scoae
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.
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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 —®
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schedule.
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8. Bidding and award assistance.
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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
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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.
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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
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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.
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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.
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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:
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 Circular] 50 /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:
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• 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
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• Project Description and JUStlflcatlon
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• Existing Operational Safety Data at EYW
• Existing Operational Safet} Data at other airports in the United States
with similar layouts.
• Coordinate with the FAA and the EYW staff to identify ke} 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 "ill be signed by the key
stakeholders.
• Facilitate the FAA approval of the SAS following the processes identified in
FAA Order 5200.1 1 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 floe diagrams highlighting the use of commercial ramp and
taxiway
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• Existing safet} data for EYW
• Existing safety data for other airports in the United States kxith a similar
operation condition /layout
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• 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
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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
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effort.
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DELIVERABLES r
• 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 \\ ith FAA Orders
referenced above
• Preliminary Draft SRM Panel Report in electronic format (PDF) for Monroe
Count\ Department of Airports review/comment
• Final Draft SRM Panel Report in electronic format (PDF) for Monroe County
Department of Airports revieN\./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.
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5. Prepare for and attend two (2) meetings at the Airport to discuss construction phasing
with Airport staff, ATCT and Tenants.
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6. FAA mechanistic design method will be used to design the Taxiway A and connector LO
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)
Geotech/Borings 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
p ackage )
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 (I full size; I 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.
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16. Address comments from 30% and 90% design submissions.
17. Prepare and submit electronically FAA form 7460 -1 Notice of Proposed Construction or
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Alteration. r LO
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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.
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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
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KEY WEST INTERNATIONAL AIRPORT
REHABILITATE TAXIWAY A
-- Runway 9-27
JACOBS ENGINEERING GROUP
Airport:
Project:
Monroe County
Key West International Airport
Rehabilitate Taxiway A (12115 -35)
FEE SUMMARY
JOB HOUR AND FEE ESTIMATE
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
Airport:
Project:
Article A: Data Collection and Preliminan' Desien
Monroe County
Key West International Airport
Rehabilitate Taxiway A (12115 -351
TOTALPAYROLL
Suhconsullants
_ WORK ITEM
Proj.
Director-
Sr. Proj.
r..
Sr.
F ar
Project
Fn ear
E tier
Dpi r
Sr. CADD
Tab
I Clerical
TOTAL
Data Collection
4
I
Prepaw for and attend one (I) pro /as design kicko6'mcetmg
R'..
g'
S
5.560
8
Aufarc (5600 1R'F) x I Person
1
2
Coordinate ss ith Subconsultants
Lodging/Food Perdtem $278/Night s 5 Nights
S
8
10
Aar— ($6W /RI) x I Person
S
600
6
3
Perform Topographic Sun c)
Work to be Performed b1' Arirom ondAssoc'lares, Inc See Relow
Pmsidc Badgcd Escort Poe Surer. Assumed 20 Shins of Field
Work
160
16
4
Perform Gemcchmcal Investigation
Work to be Pofwmed by Tierra. See Below
6
Rcs tat Prier Taxrsva) Pa%cment Testing: Gcotcch Report
Wwk to be Performed by RDdf. See Below
7
Pas ernent Inspection
Work to be Performed by RD31. See l3dow
8
Provide Badged Escort for Pavement Inspection and NDT
Assumed 5 Shills of Field Work
9
Perform NDT on Taxis., A
II'wk to be Pe formed by RDbf. See Belmv
111
Provide Dodged Escort for Geotechnml Imcsugation Assumed 5
,Shins of Field Work
40
11
Research Record U tilit) Drass rugs
4
18
Inventory and Inspection Taansay Edge Light Bucs and guidance
sign panel messages. Assumed 2 shifts of F¢Id Work
IG
1
13 '
Perform Site Walk - Sunny Confirmatmn
8
Preliminan Design
Taxiway Gwmcln'
14
Devclop Ta—kv Gcomcim Alternatives (3)
8''.
20
20
40.
8
15
Attend 2 Meetings unh ATCT and EYW to Rev ma Alts
20
21.
41
16
SRhI
Rork for Items to be Performed by Ricond -Tee Be low - Add %floral Houn ihown are for Jacubs participatlon in those
tasks.
a.
Prepare bxkground information
1
b.
Coordinate and Prepare for SRhl Panel
1
c.
Finaluc SRhI and SAS Panel
d.
Attend SRM Panel
IS'''
16
32''.
e.
Facilitate SRhI Panel
21)
Prcparc forand Attend Pre -App Meeting SFWhID
4
8
12
21
Perform QA/QC and Document Re%iess
12
1
TOTAL HOURS
RATE
PAYROLL ESTIMATE
12
$ 200 00
S 2.400
56
S 17400
$ 9.744
''. 2518'..
S 14700
S 37.632
64
S 11200
$ 7 16R
28. 20
S 9300 S 76 00
S 2 LO4. S 1,520
40
S 101.(8)
S 4.04U
0
S 5100
S
47
- --
S 65,1118
Suhconsullants
Expenses'
Avrrom and Associates
S 60.500
Ricondo and Associates
S 38,812
RDhi
S 27.583
T,cma South
S 14.7911
S
S 141.685
n
Expenses'
1
Aufarc ($6W /RT) x 2 People
S
1.2011
Lodging/Food Pcrdtcm S278/Ntghtx 2 Pcoplc x I Night
S
556
4
Aufarc (S600 /RT) x I Pcrsonx 2 RT
S
1.200
Lodgsng/Food Perdrem 52781Nrght.x 20 Nights
S
5.560
8
Aufarc (5600 1R'F) x I Person
$
600
Lodging/Food Perdtem $278/Night s 5 Nights
S
1.390
10
Aar— ($6W /RI) x I Person
S
600
Subconsuhams
Expenses
Lump Sum Fee Total
JOB HOUR AND FEE ESTIMATE
65,1118
S 141.685
S 17.857
S 224.650
TOTAL FEE $ 281,650
JACOBS ENGINEERING GROUP
Airport:
Project:
Artiele B: 30% Desire
Monroe County
Rey West International Airport
Rehabilitate Taxiway A (12/15 -35)
JOB HOUR AND FEE ESTIMATE
t
r
is
r ,
R,,
WORK ITEM
Prej.
Director
Sr. Prej.
M1,12W
Sr.
Ed occr
Pnoject
Easibicer
Enalreer
Designer
Sr. CARD
Tea !:
Clerical
TOTAL
1
Do clop Outhoe of Technical Specifications
2
2
Coondnnme and Incorpomte Monroe County Conics Documents
into Project Manual (W. and Final)
Not Included in 30% Submission
I
3
Do clop Construction Schedule
J
8
12
J
Prepare Wand Anerd Design Revw. Meeting (10-.)
12
12
24
S
Prepre for and Attend Phasing Meeting (3V
12
12
24
6
Pavement Exaleation and Design
Work to be Performed by RO3b San Belmr
7
Parcmcnt Design Repon
Work 10 be Performed by ROM. See Belmv
a
Develop construction quantities and cost estimate for 30%.
doamcnts
J
8
24
1
1 36
9
Prepare the following plans
a.
Title Sheet (1)
8
b.
Index of Dnw rags and Notes (1)
8
8
1
c.
General Notes (1)
J
8
12
d.
Sunmimn of Quantities (1)
Not Induded in 30% Submission
II
e.
General Plan (1)
J
J
L
Serve) central Plan (1)
Nor Induded in 30%Submission
0
V,
Haul Route and Pan 77 Surfams (2)
Nor Induded in 30 %Submission
0
h.
Existing Conidmore Plan (J)
8
1 2
411
I.
Geoteeh/Bonngs Plan (2)
Nat Induded in 30 °. Submission
11
j.
General Phasing Plan (2)
J
1 12
1 Il
32
IL
Detailed Pleasmg/Safep Plan (J)
N.d Induded in 30 °..Submission
I
1.
Safer) Notes/Dctads(1)
Not Induded in 30% Submission
tl
m.
Demolition Plan (J)
IG
8
24
n.
G-1r) Plan(J)
8
IG
2J
J
o.
Tspnal Sections (2)
Not Induded in 30 %Submission
a
P.
Profiles (4)
1 J
8
1
2d
1 IG
52
q.
Gndmg Plans (J)
J
. 1
1
-1
28
Itle
r.
PCC Joint Plan (1)
J
-
8
24
s.
PCC Joint Details (2)
Not Included in 30 % Submission
tl
1.
Dnnnagc Plan (4)
J
1 8
1
7
3
u.
Dmrnsge Details (1)
Not Induded in 30%.Sub.Whm
r.
Crass Sccuore(10)
Nor Induded in 30- ..Submission
0
w.
Pavement Marking Plan (J)
8
16
IG
Jt
x.
Paccmcni hlarlung Details (2)
J
R
12
24
r.
Erosion Control Plan (J)
Na Induded in 30•. Submission
e
z.
Erosion Control Details (1)
Not Included io 30 °. Submission
t
u.
Eleeuel Demolition Plan (4)
8
8
1 1
JU
S
bb.
Elcdncal PIardC—m (J)
1 20
1 8
1 1
JU
68
cc.
Light Fnmre Schedule (1)
Net Induded hi 30 . Submission
eld.
El"Incal Details (J)
Not Induded in 30 Submission
11
ee.
iscella=us Details (2)
:Vot Induded in 30 % Submission
II
IU
Eval &d Altemascs
Not Included in 30°.Submission
U
t
r
is
r ,
R,,
Anicte D: 30% Design
Subconmltants
WORK ITEM
Prof.
Dirocfor
Sr. Prof.
Manager
Sr.
Enlomw
Pwjo"
Ent mar
Euglmw
Da
Sr. CARD.
Tech ':
Ckrial
TOTAL '.,.
11
Dmmage Design and SFWMD Pcrmdbng.
S
8
16
32
S
4.374
2
12
Elccincal Design
134.846
24
4 An fam (S600/RT) x 2 People
2
26
13
Engmcce Rcpon
LodgmgfFood Pod— $278Mnght x 2 Peoples 1 Night
d
8
$
16
5 Aurfarc (S600IRT) s 2 People
$ 1200 .
2
311
14
Dnslnbute Plamfor Ro wu
S 556
Panknng/hbsc/Pnnung
4
2
6
15
QA/QC
10
111
16
Address (30'.) Ro imi Comments
8
8
16
8
8
4
17
Pmparc and Submit FAA Fonn 7460
4
8
2
14
18
Prepare and Subimt CSPP
12
2
1
TOTAL HOURS
RATE
PAYROLL ESTIMATE
10
$ 20000
S 2.000
108
S 17400
S 18.792
32
514700
S.... 7.644
108
S11200
S 12.096
214
S 93.00
S 19.902
96
$ 76.001S
S 7.22L
2')2
101.00
LL 29.492
12
S 5400
S 648
89
--
S 97 ,8711
Subconmltants
TOTALPAYROLL
5
97,8711
RD%I
S 32.602
$ 32.602
Subconmllants
S
32.602
Expenses
S
4.374
Lump Sum Fee Total
s
134.846
To Esncwc
4 An fam (S600/RT) x 2 People
S 1.200
LodgmgfFood Pod— $278Mnght x 2 Peoples 1 Night
$ 556
TOTAL FEE
$
134,846
5 Aurfarc (S600IRT) s 2 People
$ 1200 .
LadgnngfFu d Perdiem $278Mnght s 2 People .c 1 Night
S 556
Panknng/hbsc/Pnnung
5 862
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: 911% Desi e
WORKITEM
Pro
Director
Sr. Proj.
Mn !pr
Sr.
Englacter
Project
En Waver
Eaglanner ., ..
^.
Desi ere:
Sr. CARD
Tech
Ordeal
:TOTAL
1
DcsclopTcchmcal Speatfcatsons
IG
8
JO
J
6
2
Coordinate and Incorporate Monroe Count) Contract
Documents Into Protect Manual (90 4e)
IG
16
3
Decclop Construction Schedule
J
IG
20
J
Prepare for and Attend Design Rcs ncu Meeting (90°.)
12
12
24
5
Prepare for and Attend Phasing %feeling (90
12
12
241
6
Pa entent Es aluauon and Design
ff'mk I. be P1a/ormed by RDAL See 30'
7
Paccmemcnt Design Report
Bork to he Permed by RDAf. See 30%
®
Decclop construction quantities and cost cstunate for 90 °6
documents
40
111
9
Prepare the following plans
a
Title Sheet (1)
2
2
b.
Index of Dran nngs and Notes (1)
J
8
12
c.
General Notes (1)
J
8
12
d.
Summarn of Quantities (1)
B
2
111
c.
General Plan (1)
J
J
f.
Sun c) Control Plan (1)
8
8
16
g.
Haul Route and Pan 77 Surfaces (2)
J
8
8
211
It.
Existing Conditions Plan (J)
J
J
8
L
Gcotcelt/Bornngs Plan (2)
8
8
16
32
j.
General Phasing Plan (2)
J
8
16
24
52
k.
Deuded Phanng/Safet, Plan (J)
J
20
20
20
64
L
Safer, NotenDciads(1)
J
8
12
24
m.
Demolition Plan (4)
J
8
IG
8
36
It.
Geometn Plan (J)
J
8
8
211
o.
Ts penal Sections (2)
8
8
16
32
p.
Profiles (4)
8
24
10
42
q.
Grading Plans (J)
J
16
40
40
1111
r.
PCC Joint Plan (1)
J
16
a
P
L
PCC Joint Details (2)
8
16
24
t.
Drainage Plan (J)
J
8
16
28
u.
Drainage Details (1)
8
IG
16
JI)
r.
Cross Sections (10)
J
16
Gil
16
96
w.
Pas cmcnt Mmkmg Plan (J)
J
8
a
20
x.
Pas truest Marking Details (2)
2
8
16
26
a.
Erosion Control Plan (4)
J
IG
20
JII
z
Erosion Control Details (1)
J
8
16
2
aa.
Eleencal Demolition Plan (J)
12
20
20
52
bb.
Electrical Plan/Cnrcuun (J)
12
16
20
6
cc.
Light Fixture Schedule (1)
2
12
12
26
t
t
r ,
r!
r!
AI IMI
B: 90% Design
J Aufare ($6001RT) x 2 People
WORKITEM
Prof.
Director
Sr. Pmj.
Main r
Sr.'..
En seer
Project
En 'r
Englnftr l
Dpi er
Sr. CADD
Tab
'.
Clerkil
TOTAL
dd.
Electrical Details (4)
24
24
24
72
ee.
Miscellaneous Details (2)
J
16
24
12
7
III
Et al Bid Alternates
J
11
Drainage Design and SFWhID
2
16
16
2
J
12
Electrical Design
20
2
8
13
Eugmeer's Report
J
8
16
4
2
34
14
Dnlnbure Plans for Res iew
J
2
15
QAiQC
IJ
#
22
16
Address (9006) Rcs icss Comments
J
It
16
16
16
60
17
Prepare and Submit FAA Form 7460
Nor Included in 90!: Submission. See 30 ;.Submission
11
18
Prepare and Submit CSPP
Not 1ncluded in 90': Submission. See 30% Submission
11
TOTAL HOURS
IJ
178
172
1801
3161
198
420
12
IJ911
RATE
PAYROLL ESTIMATE
S 20000
S ..... 2.800
S 17460
$ 30 972
S 147.00
$ 23.28)
S 112 00
S 20.160
S 930
S 29 388
$ 76110
S 15.048
$ 101 00
S 42.4211
S SJ OU
S 648
S 166,7211
TOTALPAYROLL
S 166,7211
Suboareadlams
Sightline (Pavemcnl hla knag Consultant) S 1.000
S 1.018)
jlt�k Esignses•
S
J Aufare ($6001RT) x 2 People
S1-21m
Lodging/Food Perdicm $278Mighi s 2 People s I Night
S 556
5 Airfare (S600/RT) c 2 People
S 1.200
Lodging/Food Pend cm S278/Night z 2 People c I Night
S 556
hhsc/Pnming/Parking
S 824
Total Espenses
S 4.336
Subconwhanls
S
I UW
Etp—es
$
4.336
Lump Suns Fee Total
S
172.056
TOTAL FEE
S
172,056
JACOBS ENGINEERING GROUP
JOB HOUR AND FEE ESTIMATE
Monroe County
Airport:
Key West International Airport
Project:
Rehabilitate Taxiway A (121`15 -35)
Article B: Final Design
WORK ITEM
Psaj..
Director
Sr. Prej.
Marta r
Sr.
En ar
Project
Eviggaiver
:Ea oar
Dq r
Sr. CADD
:Tech
deal
TOTA L
1
Dcvelop Technical Specifications
J
if
J
24
2
Coordinme and Imospomle (stone Count, Contract
Doeumcnls into Prolecl Manual (Flnih
J
8
t2
3
Develop Construction Scheduk
Not Included in Final Submission
J
Prepare for and Attend Design Res is a hlecmrg
Nor Included in Final Submission
5
Prepare forand Allcnd Phesmg hlccung
Nselncludedin FinalSubmission
6
Pavement Esaluanon and Design
Not Included in Final.Submiuion. See 30S
7
Pasemcmem Design Report
Not Included in FinalSubmimiao. See 30?e
8
Des clop constriction quantities and a - ost t stunalc for
Final documents
2J
24
9
Pmpare she following plans
a.
Tole Shcct (1)
2
2
Is.
Index of Dmu ings and Notes (1)
2
e.
Gcmral Notes (1)
J
J
d.
Smnmmr of Q—twes (I)
J
J
e.
General Plan (I)
n
f.
5un ev C0n1ro1 Plan (1)
n
g.
Haul Routc and Pan 77 Surfaces (2)
J
J
8
h.
Existing Conditions Plan (J)
11
L
GeotechBonngs Plan (2)
11
j.
General Phasing Plan (2)
J
8
8
211
IL
Dcuilcd Phasing/Safct, Plan (J)
J
8
16
28
L
Safer, NotesNCUds(1)
2
2
m.
Denphlion Plan (J)
J
J
n.
Gcomel. Plan (J)
11
o.
Ts pica] Sections (2)
J
J
p.
Profiles (J)
1
q.
Grading Plans (J)
J
16
16
1
r.
PCC Joint Plan (1)
g
8
16
a.
PCC Joint Details (2)
II
t.
Drainage Plan (J)
n
u.
Drainage Details (1)
11
v.
Cross Sections (I0)
8
8
16
w.
Pavement Marking Plan (J)
8
8
s.
Pax emcnt Masking Details (2)
J
8
12
y.
Erosion Control Plan (J)
J
8
12
a.
Erosion Control Details (I)
11
si
Elecuest Demohn Plan(J)
J
8
12
bb.
E]mincal PtanrOmuan (J)
8
8
16
Article
B: Final Design
4.224
WORK ITEM:
Proj.
Director
Sr. Prof. !
Mossinger
Sr.
Engineer
Project
En nar
Eanhuse
Designer
Sr. CADD
:Tech
Clerlcal
TOTAL
cc.
Light Fixture Schedule (1)
8
dd.
Electrical Details (4)
16
16
J
ec.
Rhxcllasirous Details (2)
J
J
8
8
8J
Ito
Esal Bid Alternates
Not Included in Final Submission
11
Drainage Design and SFWPAD Pertaining
Noe Included in Final Submission
12
Elecmcal Design
Not Included in Final Submission
13
Engineer's Report
2
4
8
2
1
14
Disinbutc Plans for Ras wu
II
15
QA/QC
8
8
16
16
Address Rev— Comments
Not Included in FnalSubmission
17
Prepare and Submit FAA Form 7460
Noe Included in Final Submission
18
Prepare and Submit CSPP
Not Include) in Final Submission
70TAL HOURS
$
46
24
28
72
76
I IJ
6
374
RATE
$ 20000
$ 174.00
S 14700
$ 11200
$ 93 W
S 7F.110
$ 10100
S SJOU
^ JO
PAYROLL ESTIMATE
$ 1,600
$ B
$ 3.528
$ 3.116
S 6.696
IS 5.776
1 $ I1.5IJ
$ 324
$ 378
TOTAL
PAYROLL
$ 411378
Subconsultams
Momgomen Consulting S 4.224
S
S 4.224
Task Esnenses:
Misc/Pnnling S 388
Total Expenses $ 588
Subconsultams
S
4.224
Expcases
$
588
Lump Stain Fee Total
S
45.390
TOTAL FEE
$
45,390
JACOBS ENGINEERING GROUP
Airport:
Project:
Article C: Bid Phase
Monroe County
Key West International Airport
JOB HOUR AND FEE ESTIMATE
Rehabilitate Taxiway A (12115 -351
Subconsultanis
S -
luk Expenses;
2 Anfare (S(d)0 RT) x 2 People S 1.200
Lodging/Food Penitent 5278lNight x 2 People x I Night S 556
Misc +Pnnung/Parkmg S 516
Total Expenses S 2.272
TOTAL PAYROLL S 19,200
Subconsultams $ -
Expenses $ 2.272
Lump Sum Fee Total S 21.472
TOTAL FEE S 21,472
WORKITEM
Proj.
Director
Sr. Proj.
Manager
Sr.
Engineer
Project
Engineer
Engineer
Designer
Sr. CADD
Tech
Clerical
TOTAL
1
Coordinate bid ads ertisement and posting of bid documents
uidt the County
4
8
4
16
2
Prepare for and attend the Pre -Bid Conference
12
12
24
3
Prepare responses to RFIs
4
d
1 R
1 8
24
4
Prepare and Issue Addenda (Assume 2)
4
16
16
20
56
5
Res isions to Bid Drawings
R
8
8
24
6
Res tea Bids for Responsts eness
2
8
10
7
Prepare a Bid Tabulation
8
8
8
Make Recommmendation for Ass and
2
2
TOTAL HOURS
1 U
24
32
12
40
16
40
0
164
RATE
I S 200 W
S 17400
$ 14700
S 112 OU
S 'J3 O(1
S 7600
S 101 00
S 54 U0
v 19,2W
PAYROLL ESTIMATE
I S -
S 4.176
$ 4.704
$ 1.344
S 3.720
S 1.216
S 4.040
S
S
Subconsultanis
S -
luk Expenses;
2 Anfare (S(d)0 RT) x 2 People S 1.200
Lodging/Food Penitent 5278lNight x 2 People x I Night S 556
Misc +Pnnung/Parkmg S 516
Total Expenses S 2.272
TOTAL PAYROLL S 19,200
Subconsultams $ -
Expenses $ 2.272
Lump Sum Fee Total S 21.472
TOTAL FEE S 21,472