HomeMy Public PortalAbout2022-32 Authorizing to issue a work order to AECOM Technical Services, Inc for the development of a basis of desing report relating to the K-8 School Stormwater Drainage Improvements ProjectRESOLUTION NO. 2022-32
A RESOLUTION OF THE VILLAGE COUNCIL OF THE
VILLAGE OF KEY BISCAYNE, FLORIDA, AUTHORIZING
THE VILLAGE MANAGER TO ISSUE A WORK ORDER TO
AECOM TECHNICAL SERVICES, INC. FOR THE
DEVELOPMENT OF A BASIS OF DESIGN REPORT
RELATING TO THE K-8 SCHOOL STORMWATER
DRAINAGE IMPROVEMENTS PROJECT IN AN AMOUNT
NOT TO EXCEED $265,480; AND PROVIDING FOR AN
EFFECTIVE DATE.
WHEREAS, on October 9, 2019, the Village of Key Biscayne ("Village") issued Request
for Qualifications No. 2020-03 ("RFQ") for design criteria professional services for stormwater
utility and right-of-way improvements (the "Services"); and
WHEREAS, pursuant to the RFQ, the Village Council adopted Resolution No. 2020-10
on February 11, 2020, selecting AECOM Technical Services, Inc. (the "Consultant") to provide
the Services and authorizing the Village Manager to execute an agreement with Consultant; and
WHEREAS, the Village and the Consultant entered into a Professional Services
Agreement for the Services pursuant to the RFQ (the "Agreement"); and
WHEREAS, the Consultant has provided a proposal, attached hereto as
Exhibit "A" (the "Proposal") to perform the Services for the development of a Basis of Design
Report (30% Design) relating to the K-8 School Stormwater Drainage System Improvements
Project (the "Project"); and
WHEREAS, the Village Council desires to authorize the Village Manager to issue a work
order for the Project consistent with the Proposal attached hereto as Exhibit "A" and the Agreement
in an amount not to exceed $265,480; and
WHEREAS, the Village Council finds that this Resolution is in the best interest and
welfare of the residents of the Village.
NOW, THEREFORE, BE IT RESOLVED BY THE VILLAGE COUNCIL OF THE
VILLAGE OF KEY BISCAYNE, FLORIDA, AS FOLLOWS:
Section 1. Recitals. That each of the above -stated recitals are hereby adopted,
confirmed, and incorporated herein.
Section 2. Authorization. That the Village Council hereby authorizes the Village
Manager to issue a work order for the Project consistent with the Proposal attached hereto as
Exhibit "A" and the Agreement in an amount not to exceed $265,480.
Section 3. Effective Date. That this Resolution shall be effective immediately upon
adoption.
PASSED and ADOPTED this 26th_ day of July
MICHAEL W. DAVEY, MAYOR
ATTEST:
VILLAGE CLERK
APPROVED AS TO FORM AND LEGAL SUFFICIEN
WEISS SEROTA HELFMAN COLE & BIERMAN, P.L.
VILLAGE ATTORNEY
Page 2 of 2
, 2022.
AECOM/'QOM =nagme iL
/�_` )elivered
Mr. Jake Ozyman, MSCM, PE, PMP, ENV SP, CFM
Public Works Director
Village of Key Biscayne
88 West McIntyre Street
Key Biscayne, FL 33149
Village of Key Biscayne Stormwater Program
K-8 School Basis of Design Report (BODR)
Dear Mr. Ozyman,
AECOM
2 Alhambra Plaza, Suite 900
Coral Gables. Honda 33134
aecom.com
May 6, 2022
This proposal constitutes AECOM's scope of services to provide a Basis of Design Report (BODR) for
stormwater drainage improvements surrounding the K-8 School. AECOM assumes this work will be
authorized as a project under our Professional Service Agreement dated June 4, 2020, as a result of the
Request for Qualifications No. 202003.
Attached is Exhibit A (Scope of Services) and Exhibit B (Compensation) for your review and approval. We
are excited to be working with you on this very important project. Should you have any questions or need
any additional information concerning this scope and fee, please contact me or Erik M. Alcantara; PE, PMP,
ENV SP at 305-444-4691.
Sincerely,
Fernando A. Vazquez. PE
Vice President — SER Water
AECOM
T: 305-444-4691
M: 954-261-7188
E: Fernando.Vazquez@aecom.com
EXHIBIT A
Scope of Services
For the K-8 School Basis of Design Report (BODR)
Background — The Village of Key Biscayne (Village) is requesting AECOM Technical Services, Inc. (AECOM)
to provide a Basis of Design Report (BODR) for improvements surrounding the K-8 School. On February 8,
2022, the Village Council approved AECOM's recommendations for level of service, design storm, and sea
level rise projection. The approved recommendations include the following:
1. Level of Service: Keep roads passable for traffic.
a. Ponding depth: 0-0.5 feet
b. Ponding duration: 6-12 hours
c. Ponding location: Swales
2. Design Storm: 10 -year, 24 -hour storm event (or 8 inches of rainfall within 24 hours)
3. Sea Level Rise Project: NOAA Intermediate High
These recommendations will be implemented to prepare a BODR for the stormwater drainage
improvements surrounding the K-8 School. The BODR will include street improvements within the vicinity
of the school and along West McIntyre Drive to the proposed pump station located at Harbor Drive
(between West McIntyre Drive and West Enid Drive), which will serve the immediate area as well as areas
adjacent to the site for future needs. The street improvements will include green infrastructure and traffic
calming and will be designed to the Village's level of service requirements.
The following tasks are proposed to complete the BODR:
Task 0001 - Project Management
Effective project management is key to achieve success in any project; it includes project administration,
project review meetings with the Village staff, project kick-off meeting, and project deliverable quality
assurance and control (QA/QC) plan. The following services will be included:
1. General project administration, including project controls, team coordination, and timely
communication with Village staff. Also, AECOM will monitor progress of work on a weekly basis
to ensure compliance with the established schedule, budget, and work quality requirements. In
addition, Village vendors and sub -consultant coordination is included in the project
administration. A project duration of nine (9) months was used to estimate the labor effort for
this task.
2. Due to the many elements that are needed to be reviewed and planned to produce the BODR,
monthly meetings are proposed to coordinate with Village staff to ensure that information is
being conveyed to each party to produce a successful plan. Monthly meetings will be held by
conference call. AECOM will prepare meeting minutes and agendas for all the meetings and
submit them to the Village. A project duration of nine (9) months was used to estimate the labor
effort for this task.
3. Conducting a project kick-off meeting upon receipt of Notice to Proceed. AECOM will meet with
Village staff to discuss the requirements and the information needed in order to develop the
BODR. At this meeting, the Team will discuss several criteria to ensure that the project is following
the Village's standards. The following is a list of items to be considered before implementing the
development of the documents:
AECOM — May 2022
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• Pump Station Location — discuss location and site restrictions.
• Service Area — define the service area of the pump station.
• Discharge Location — discuss configuration and velocity limitations.
• Boundary Conditions — AECOM will implement the boundary conditions approved by the
Village Council on February 8, 2022.
• Level of Service
o Identify the design life span of the system.
o Discuss operations and maintenance of the system.
o Per the Village Council's decision on February 8, 2022, the 10 -year, 24 -hour storm
event will be used for drainage and roadway design.
• Existing Utilities/Future Utilities.
• Discuss best -value or price -based selection for contractors.
AECOM will prepare the agenda and the meeting minutes for the meeting. The minutes will be given to
the Village within seven (7) days of the meeting and will be confirmed.
AECOM has planned for the ability to provide continuity in services throughout the COVID-19 pandemic
with minimal project risk (schedule or cost) to the Village. We intend to seamlessly deliver on the project
scope of work by leveraging our technical expertise, while maintaining our project delivery. As proposed,
our project team will be available for in -person meetings or shift to a virtual consultation platform using
Microsoft Teams meetings and delivery of formal and non -formal submittals.
Task 0002 — Basis of Design Report
Based on the information from the kick-off meeting, AECOM will utilize the information to prepare a Basis
of Design Report. This report will support and provide the criteria in developing the Final Engineering
Design and Construction documents. The following sub -tasks will be included in the basis of design report:
Task 0002.001 — Design Drainage Report
A basis of design drainage report will be prepared to establish the parameters for developing a detailed
drainage design. AECOM will determine specifics on the estimated minimum pipe sizes and discharge
rates needed to achieve the agreed upon level of service of the system.
Based on the information provided at the kick-off meeting, the AECOM team will utilize the information
from the Technical Memorandum, Version 1, 5/13/2019 titled "Village of Key Biscayne Development of
Road and Stormwater Design Criteria" prepared by GIT Consulting, LLC (GIT). The drainage basins and the
modeling will be modified based on a proposed drainage area for the facility as well as the agreed upon
boundary conditions as discussed at the kick-off meeting. After the evaluation, the parameters will be
modified from GIT's Technical Memorandum to reflect the agreed upon service area, discharge
requirements, and the required level of service.
The following steps are proposed to be completed in coordination with AECOM's "Alternative Analysis
Drainage Assessment" task:
• Implement the service area for the proposed pump station.
• Implement the agreed upon level of service parameters for the proposed condition.
• Implement the agreed upon boundary condition.
AECOM — May 2022
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• Adjust pipe sizes and pump station discharge rates to achieve the level of service parameters.
For this task, AECOM will perform up to three (3) scenarios to achieve level of service for the project area
and determine the parameters for detailed design. AECOM will be reviewing and working with GIT to
achieve the best parameters.
AECOM will prepare a Design Drainage Report as a component of the Basis of Design Report. GIT will
collaborate with AECOM to prepare the Design Drainage Report. The scope will address pump station
location and configuration, service area of the pump station, discharge location and configuration of the
force main to an outfall, agreed sea level rise projections, and boundary conditions. Analysis will be
provided for the selected level of service and storm event used for drainage design and the roadway
design.
The proposed modeling will be performed concurrently with AECOM's "Alternative Analysis Drainage
Assessment" task. GIT will perform QA/QC and serve as an extension of AECOM's staff. GIT's existing
model, which was developed in 2019, will be considered in the analysis. It is assumed that all work items
listed above will be developed in collaboration with AECOM staff, and AECOM will provide coordination
with the Village.
The work will consist of the following four (4) phases:
1. Review and modifications of the existing Hydrologic and Hydraulic (H&H) model, including:
a. Review of Village's GIS information along with the survey that the Village is obtaining from
a Village vendor.
b. Review and adjust the domain of the existing model to account for proposed pump
service area and level of service.
c. Review of basin delineation and stormwater infrastructure (including outfalls, drainage
wells, piping, and pump stations) and provide adjustments, as needed.
d. Review of latest LIDAR topography within selected model domain, determine flow
patterns based on topography, revise stage storage relations if sub -basins and service
areas need to be modified, revise outfall configuration.
e. Provide initial model simulations for selected design events and selected level of service.
f. Identify flow patterns which contribute to flooding and quantify the impact from adjacent
areas and determine flood elevations.
g. A summary of revisions, initial design event simulations and flood depth maps which show
discharges, stages, locations which experience flooding, potential flood elevations for
selected storm events, flood duration; possible deficiency of stormwater system will be
highlighted.
2. Optimization of proposed infrastructure. Optimize pipe sizes and pump station discharge rates to
achieve the level of service requirements. Based on available space, green infrastructure and
other drainage components will be taken into consideration in model optimization.
a. For the proposed level of service, provide the most optimal pipe sizes and pump
discharges that minimize the overall costs.
AECOM — May 2022
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b. Provide stormwater configuration, including outfall location, force main configuration,
and discharge to outfalls.
c. Implement green infrastructure and other drainage components based on available space
or information.
d. Provide simulations for Village approved boundary conditions.
e. Prepare a set of design event simulations and flood depth maps which show the
performance of the proposed stormwater system including discharges, potential flood
depths, and elevations for selected storm events and boundary conditions.
3. Development and analysis of up to three (3) scenarios to achieve level of service for the project
area and determine detailed design parameters, including:
a. Develop simulations for each scenario taking into consideration changes of infrastructure.
b. Develop summary of simulation results and provide comparative analysis of discharges,
stages, flood depths and elevations, and determine the performance.
c. Take into consideration SLR, projected changes in tidal elevations and duration, and
recurrence of precipitation events.
d. Provide summary of simulation results and comparative analysis of discharges, stages,
flood depths, and elevations to determine the performance of each scenario.
4. Development of a Design Drainage Report summarizing model parameters, assumptions,
modeling results, and flood depth maps for selected design rainfall events and elevated tidal
conditions, for the service area for the proposed pump station, including:
a. A summary of the hydrology of the project area, along with capacity evaluations.
b. Evaluation of the proposed pump station, its service area and pumping capacity.
c. A summary of drainage facility upgrades and replacements that are needed to
accommodate new development and desired system capacities. The type and size of
upgrades and replacements will be determined.
d. The Design Drainage Report will summarize the projected performance of the proposed
stormwater system. Additionally, the deliverable will include the final set of modeling
scenarios, the corresponding set of maps and workbooks resulting from the modeling
analysis.
The Village will receive drafts throughout the development of the report at each of the four (4) phases
above to review the assumptions and the results to ensure that the expected level of service is being met.
AECOM will perform a QA/QC review and check the summaries/report developed in each of the phases
before distributing to the Village.
Task 0002.002 —Streetscape & Public Park
The limits of the project for streetscaping and drainage improvements include the public rights -of -way of
the following streets:
• West McIntyre Street from Ridgewood Road to Glenridge Road
• Glenridge Road from West McIntyre Street to West Enid Drive
• West Enid Drive from Glenridge Road to Ridgewood Road
• Ridgewood Road from West Enid Drive to West McIntyre Street
AECOM — May 2022
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• West McIntyre Street from Ridgewood Road to Harbor Drive
• Harbor Drive from West Matheson Drive to Harbor Circle
• West Matheson from Harbor Drive to Bay Lane
• Harbor Circle west of Harbor Drive
• Sunset Circle west of Harbor Drive
Conceptual plans and typical sections will be prepared for the streets based on the green infrastructure
evaluation, drainage design analysis, illustrative green infrastructure options, and raised road elevation
accepted by the Village. The streets design will incorporate guidelines from the 2007 Landscape
Management Plan for the Village and the Village's available design standards for streets. AECOM will
provide one (1) typical plan view of each of the nine (9) streets along with up to two (2) typical sections
for each of the nine (9) streets, totaling eighteen (18) typical sections. A preliminary streetscape plan will
be developed and submitted to the Village for review. The Village will be responsible for returning one
compiled document of written comments. After receiving written comments from the Village, AECOM
will provide one (1) revision to the streetscape plan.
The proposed pump station site for this project is located between West McIntyre Street and West Enid
Drive on the east side of Harbor Drive. The Village has acquired two lots totaling approximately 20,000
square feet for the proposed pump station. The Village desires to co -locate a public park on the proposed
pump station site. AECOM will prepare a conceptual plan for the pump station/public park site based on
input from the Village staff and members of the local community.
The intended use of the public park is passive in character and is anticipated to include, dependent on the
Village approval:
• Walking paths.
• Seating.
• Open space areas.
• Screening of views to pump station.
• Low walls or fencing to restrict access to the pump station.
• Access drive to pump station.
• A monument for educational, cultural, or historical reference.
• Shade trees, shrubs, and groundcovers, and irrigation.
• Green infrastructure for stormwater management.
• Accent lighting or safety lighting.
Public input for the park will be obtained/informed from the Alternative Drainage Analysis Assessment
project (Task 0007 — Community Meetings). AECOM will meet with the Village staff three (3) times
regarding the design of the park site: once at the kick-off meeting to confirm the design program for the
park based on the assumptions above; next, to present the draft conceptual plans; and finally to present
the proposed conceptual plan that will be included in the Design Criteria Document.
AECOM will prepare a draft conceptual design package to include two (2) plan options, including layout
of the pump station and park elements, and a group of images to describe the intended character of the
park. The design package will be submitted to the Village for comments. The Village will be responsible
for returning one document containing written comments to AECOM within 10 business days.
Task 0002.003 — Utilities
AECOM — May 2022
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In 2019, a draft Master Plan for Undergrounding Utilities was prepared by Kimley Horn for the Village.
This master plan identifies the utilities within the project area. AECOM will review the master plan and
utilize the design criteria and conceptual design within the Master Plan for the project area. AECOM will
direct the Village surveying consultant on the necessary information needed for the underground utilities.
AECOM will meet with Miami -Dade Water and Sewer Department on possible upgrades to the existing
utilities within the rights -of -way adjacent to the K-8 School.
Task 0002.004 — Maintenance of Traffic (MOT) and Construction Phasing
Since the project is adjacent to the K-8 School, maintenance of traffic (MOT) and construction phasing will
be needed to minimize disruption to the school. AECOM will evaluate the current traffic flow and the
timing of construction to develop a plan.
Task 0002.005 — Permitting Evaluation
In developing the basis of design report, AECOM will meet with the potential permitting agencies that
would be involved in the permitting of the project to coordinate the project activities and to determine
the regulatory requirements for the project. These agencies are:
• Village of Key Biscayne — Internal Departments.
• Miami -Dade County Regulatory and Economic Resources (RER) Department.
• Florida Department of Environmental Protection.
• South Florida Water Management District.
• Army Corps of Engineers.
• Miami -Dade Water and Sewer Department.
In addition to the permitting evaluation, coordination with FPL, AT&T, Comcast, and Hotwire
Communications will be needed to determine what will be required; a corridor evaluation will be needed
for those utilities within the project, based on the 2019 Draft Master Plan for Undergrounding Utilities
prepared by Kimley Horn for the Village. Areas will be designated for the utility undergrounding, but utility
companies will be responsible for design of their facilities.
Task 0002.006 - Benthic Assessment
AECOM will prepare a project specific health and safety plan for the benthic assessment field work. The
plan will be onsite during field activities.
A benthic assessment will be performed by AECOM scientists using snorkeling equipment to identify and
approximately locate the extent of any protected marine benthic resources (such as seagrasses, corals,
etc.) located at the discharge locations (outfalls at Biscayne Bay) for the proposed stormwater outfalls.
Due to the estimated water depth of 12 feet (adjacent to an existing seawall), the use of SCUBA equipment
is not warranted. The survey area encompasses a footprint of approximately 40 feet (along the seawall)
by 20 feet (waterward of the seawall) for each of the three (3) outfall locations.
The field work portion of this task is expected to take one (1) 10 -hour day (including travel) to complete
using four (4) qualified staff.
Task 0002.007 — Essential Fish Habitat (EFH) Assessment, Marine Species Biological Assessment (BA), and
Manatee Protection Plan (MPP)
AECOM — May 2022
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In compliance with the Magnuson -Stevens Fishery Conservation and Management Act, AECOM will
prepare an EFH Assessment per NOAA Fisheries/NMFS guidelines to address any potential impacts to
essential fish habitat. The EFH Assessment will be prepared to accompany the application package to be
submitted to the USACE. In addition, in compliance with Section 7 of the Endangered Species Act, as part
of this task AECOM will prepare a Biological Assessment (BA) for any potential impacts to Federally listed
marine species. The BA will include any applicable conservation measures to minimize impacts to
protected species during construction.
As part of this task, AECOM will prepare a project -specific Manatee Protection Plan (MPP) for the
proposed project. This task includes eight (8) hours to produce the plan and coordinate with Miami -Dade
County, Florida Fish and Wildlife Conservation Commission (FWC), and/or the U.S. Fish and Wildlife
Service (USFWS). Any coordination beyond this estimate will require a supplemental scope and fee.
Task 0002.008 — Concept Plans/Sketches
Concept plans/sketches will be developed in coordination with the Village. After the design standards
have been agreed upon, a meeting will be held with Village staff to discuss the Village's desire for
infrastructure surrounding the K-8 School site. This meeting will also include persons representing the
school to ensure that the facilities are agreed upon as well as the restrictions for the site.
After the meeting, the AECOM team will develop concept plans/sketches illustrating where the
infrastructure is located as well as typical sections of the streetscape. A rendering of the streetscape will
be included. Up to two renderings are proposed in this task.
A meeting will be held with Village staff and the school to approve the concept plans/sketches.
Task 0003 — Preliminary Plans
AECOM will evaluate the Concept Plans/Sketches to determine the appropriate information for the
preliminary plans. AECOM will meet with the Village to determine the level of plans to be part of the Basis
of Design Report.
The preliminary plans will be developed to an approximate 30% level. These plans wilt be developed based
on survey information provided by the Village vendor through a separate contract. The following plan
sheets are contemplated for the deliverable:
• Cover Sheet — Location Map and Table of Contents
• General Notes
• Work Area Requirements and Restrictions
• Existing Site Plan — (Survey to be provided by the Village)
• Proposed Plan Sheets — Include the drainage infrastructure, green infrastructure, traffic calming
areas, and landscaping
• Typical cross sections, two (2) for each street
• Typical details
AECOM — May 2022
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Assumptions
• AECOM will coordinate with the Village vendor for the necessary information to support the
BODR. The scopes and fees for this vendor are not included in this proposal and will be approved
by the Village through their procurement process. The following vendor is needed:
o Surveyor for the Topographic Survey of the Project Area (Project Area to be determined
after the kick-off meeting and the completion of the drainage analysis).
• Information to be obtained from the Village:
o Existing Utilities Map or As -built Drawings of Utilities including stormwater, potable
water, and sewer as well as FPL, AT&T, Comcast, and Hotwire (according to
Undergrounding Master Plan).
o All existing geotechnical reports prepared for the Village.
o Front-end Contract Documents.
• The following services are not included in the scope:
o Right -of -Way Acquisition or Easement Dedication Services.
o Land Surveying.
o Construction Inspection Services.
o Pipe Condition Assessment.
o Transportation analysis, including but not limited to traffic counts and traffic studies
necessary due to traffic calming measures or constriction of travel lanes.
o Street lighting analysis, including but not limited to photometrics, electrical engineering,
selection of fixtures, and layout of new streetlights.
c Coordination with landowners for harmonization agreements prior to construction.
• Any modification to a street section that would require a traffic study is not included in the scope.
• Project assumes that the existing locations of the Street Lighting are appropriate, and no
photometric plan or additional streetlights are needed.
• Design for underground utilities is not included. The design for underground franchise utilities will
be provided by the responsible utility.
• Construction Engineering Inspection (CEI) Services are not included during this phase of the
contract and are considered additional services.
• Design and documentation of improvements will be limited to the project site mentioned in this
proposal.
• Additional work due to incomplete or inaccurate information provided by the Village will be
considered additional services.
• Significant Village -driven design revisions after the approval of submittals will be considered
additional services.
• Tree analysis and tree mitigation is not required within the project site.
• Unless otherwise noted, deliverables will be digital in PDF format.
• MRG will also be available to support AECOM and the Village with additional services, such as
stakeholder coordination, elected official briefings, and surveys, for an additional fee.
• This scope does not include permit application fees, or any other fees incurred by the agencies
including any mitigation fees. These fees cannot be determined at this time and are the
responsibility of the client.
• Preparation of a Seagrass Mitigation Plan or other mitigation plan are not included.
AECOM — May 2022
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Deliverables
• Monthly Agendas and Meeting Minutes
• Streetscape Plans and Typical Sections Conceptual Design Package
• Public Park Conceptual Design Package
• Basis of Design Report
• Preliminary Plans
Schedule
All services shall be completed within 270 days of Notice to Proceed (NTP). This schedule is dependent on
coordination with the Village vendor to receive the appropriate survey information for the project.
Task No.
Task 0001
Task 0002
Task 0003
Estimated Completion
Task Description from NTP
Project Management
Basis of Design Report
Preliminary Plans
270 days
180 days
270 days
Compensation
This is a fixed lump sum contract based on the fee schedule approved under the Professional Services
Agreement between the Village of Key Biscayne and AECOM Technical Services, Inc. effective on the 4`'
day of June 2020. The proposed fixed lump sum contract fee is $265,480.00. Exhibit B represents the
hourly breakdown of the tasks. AECOM proposes to invoice the Village on a monthly basis, based on
percent complete.
AECOM — May 2022
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EXHIBIT B — COMPENSATION
Role
Hourly
Rate
Task 0001 -Project
Management
Task 0002 -Basis of
Design Report
O Task 0003 -Preliminary Plans
Total Hours
Principal -in -Charge
$130
14
Project Manager
$200
40
115
8
163
Assistant Project Manager
$175
0
82
72
154
Public Outreach Lead
$175
8
37
0
45
Senior Landscape Architect
$175
0
12
4
16
Landscape Architect
$150
8
114
24
146
Assistant Landscape
Architect
$90
0
260
96
356
Planning/Resiliency Lead
$235
0
4
0
4
Senior Engineer
$150
24
161
8
193
Engineer
$125
0
70
12
82
Scientist
$135
0
130
0
130
Designer
$110
0
202
242
444
Admin/Tech.
$80
20
0
0
20
Total Hours
114
1,219
466
1,799
Total Labor Fee
$17,620
$164,800
$56,460
$238,880
Total Subconsultant Fee
$0
$25,000
$0 _
$25,000
Total Other Direct Costs
$650
$450
$500
$1,600
Total Fee
$18,270
$190,250
$56,960
$265,480
AECOM — May 2022
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