HomeMy WebLinkAbout9.1 Motion to accept the proposal from Ciorba Group to provide Phase III Construction Engineering services for the Melas/Meadows Pedestrian Bridge Project for an amount not to exceed $856,458.M+awn �'xyt�lts�=e
Item Cover Page
Subject Motion to accept the proposal from Ciorba Group to provide
Phase III Construction Engineering services for the
Melas/Meadows Pedestrian Bridge Project for an amount not to
exceed $856,458.
Meeting September 16, 2025 - REGULAR MEETING OF THE MOUNT
PROSPECT VILLAGE BOARD
Fiscal Impact (Y/N)
Dollar Amount
Budget Source
Category
Type
Information
Y
$856,458.00
Capital Improvements Fund
VILLAGE MANAGER'S REPORT
Action Item
The Village of Mount Prospect's Comprehensive Plan, Bicycle Plan, and Arterial Bike Network
Study all identify opportunities for better connections between parks, schools, destinations,
and neighboring communities for pedestrians and bicyclists. One challenge that has been
recognized in promoting walking and biking is providing a safe crossing between Meadows
Park and Melas Park. The two parks are divided by Northwest Highway (US Route 14) and the
Union Pacific Railroad tracks. The Village of Mount Prospect staff support constructing a
pedestrian bridge over the roadway and railroad tracks to accomplish a key transportation
goal.
Both parks are unique and draw residents from all areas of town. Melas Park is co-operated by
the Mt. Prospect Park District and the Arlington Heights Park District. It is owned by the
Metropolitan Water Reclamation District of Greater Chicago (MWRD). Melas Park facilities
include a Visual Arts Center, soccer fields, baseball/softball diamonds, dog park, and walking
paths. Meadows Park is owned by the Mt. Prospect Park District and includes an aquatic
center, playground, and baseball/softball diamonds. The proposed pedestrian bridge would be
constructed at the northeast corner of Melas Park and the southwest corner of Meadows Park.
Approximately 17,000 vehicles travel Northwest Highway and the Union Pacific Railroad
(UPRR) handles 70+ freight and commuter trains on a daily basis. The closest pedestrian
crossing to the project location is approximately 2/3 of a mile away at Central Road. This
limitation impedes residents from biking and walking in the Village. The proposed pedestrian
bridge will improve safety for those wanting to visit the parks as well as other local and
regional destinations. It will also provide a key link to the Village's bikeway system and
expand opportunities for alternative modes of transportation in the Village. Construction of a
pedestrian bridge at this location will accomplish a key goal of the Village's Strategic Plan.
The Village completed a Phase I Preliminary Engineering study with the services of an
engineering consultant and was approved by IDOT and UPRR in August 2022. This phase was
partially funded by an "Invest in Cook" grant from Cook County. A Phase II Design
Engineering contract was approved by the Village Board of Trustees in November 2023. This
ongoing phase is partially funded by a US Congressional Appropriations grant from
Congressman Mike Quigley and an Illinois Transportation Enhancement Program (ITEP) grant.
Prefinal construction plans and specifications are currently being reviewed by IDOT, UPRR, and
Village staff.
The Village has also received State and Federal funding commitments from the ITEP, Surface
Transportation Program (STP), and Grade Crossing Protection Fund for Construction and Phase
III Construction Engineering. To date, the Village has secured $8,613,170 in County, State,
and Federal funding.
The project is currently scheduled to be let by IDOT in January 2026 with construction to start
next Spring. Work is anticipated to be substantially completed by the end of 2026 with final
completion in Spring 2027. In order to meet the January 2026 letting, the Phase III
Construction Engineering Agreement must be submitted to IDOT by September 29, 2025.
As federal funds are being used with this project, the Village must follow the federally
mandated Qualification Based Selection (QBS) process with this project.
Staff is seeking to enter into a contract with an engineering consulting firm to provide Phase
III Construction Engineering services. The Village lacks sufficient resources to perform this
work utilizing in-house staff. Staff is only recommending approval of the Phase III
Construction Engineering contract at this time.
It is a requirement of the federal funds that the Village enter into a contract with a consultant
prior to bidding the construction contract. The consultant selected by the Village will provide
full-time inspection during construction. The Village will be responsible for paying the
consultant using local funds and seek reimbursement from IDOT for the State and Federal
share.
Request for Statement of Oualifications
As required by the QBS process, the Village solicited a Statement of Qualifications from
engineering consulting firms to provide services for Melas-Meadows Pedestrian Bridge - Phase
III Construction Engineering. A notice was posted on the Euna Open Bids, formerly
DemandStar, bidding website. Firms were asked to submit the following information as part of
their proposal:
1. Resumes of key personnel
2. Related experience on similar type projects
3. Summary of the firm's approach to the project
4. Pre -qualification status with IDOT
5. Project schedule
Tasks identified in the Request for Statement of Qualifications (RSQ) include:
Fully understand the Project Development Report, pre -final plans, and pre -final
specifications.
Complete all tasks related to providing Construction Engineering meeting
Federal/State/County/Village requirements.
• Prepare and submit IDOT Agreements for construction and construction engineering.
• Coordinate a Preconstruction Meeting with IDOT, UPRR, Village Staff, and the
Contractor.
• Review shop drawings and other equipment/material submittals as may be required.
• Coordinate with private utility companies to relocate facilities as necessary prior to
construction.
• Provide horizontal and vertical construction layout of the proposed improvements as
necessary.
• Coordinate material testing and QA/QC with the contractor during construction.
• Coordinate private property work with property owners to minimize disruption.
• Respond to inquiries from various stakeholders and address issues in a timely manner.
• Attend and conduct construction coordination/status meetings.
• Prepare pay estimates for contractor work performed. IDOT will pay the contractor
directly and seek reimbursement from the Village for our share of the project.
• Complete all necessary paperwork during construction.
• Create a construction punch list and ensure all outstanding items are completed to the
satisfaction of IDOT and the Village.
• Coordinate final inspection and paperwork with IDOT and the Village.
• Complete all necessary documentation including grant reimbursement forms.
• Coordinate with the Contractor to prepare a complete set of as -built drawings.
RSQ Results
The consulting firms' Statement of Qualifications was reviewed on the basis of their
understanding of our goals and their methodology to complete the tasks. They were rated
(with a maximum score of 100 points) according to these specific categories: project
understanding and technical approach, similar project experience, project team capabilities,
IDOT prequalification status, and overall completeness of submittal. The rankings are:
Technical Proposals
Firm
Project
Understanding
& Technical
Approach
Similar
Project
Experience
Project
Team
Capabilities
IDOT
Prequalification
Status
Overall
Completeness
of Submittal
Total
Maximum
Points
30
25
25
10
10
100
Ciorba
Group
29
25
24
10
10
98
CBBEL
28
24
23
10
9
94
Thomas
28
23
22
10
9
92
Gonzalez
27
24
19
10
9
89
Civiltech
27
22
22
8
9
88
Bowman
26
20
20
10
9
85
Altas
24
18
18
10
8
78
Discussion
Staff conducted interviews with the top three consultants and determined Ciorba Group, Inc.
(Ciorba) is the preferred consultant for the project. They have put together a very strong
project team with extensive construction engineering experience on various public
infrastructure projects including pedestrian and roadway bridges. They also have a working
relationship with IDOT & UPRR and understand the process to meet all State and Federal
requirements. Staff believe that Ciorba has the project coordination, communication and
documentation skills needed to successfully accomplish the project within the proposed
schedule. They are also the Phase II Design Engineering consultants for the project which will
allow for seamless coordination during construction. Ciorba meets the IDOT prequalification
requirements to perform this work and has recently completed construction engineering
services for similar projects for the Village of Schaumburg, Village of Deerfield, City of
Highland Park, and Village of Brookfield.
The QBS process is required for this contract as it uses federal funds. Like other Village
projects using federal funds, it does not permit cost proposals to be submitted with
the Statement of Qualifications. Ciobra provided a detailed cost proposal including a
breakdown of hours by task upon selection as the highest ranked firm. Village staff negotiated
with Ciorba to assure the cost proposal has sufficient hours for each task, is reasonable in
price, meets the goals and schedule of the project, and is in the best interest of the Village.
Village staff supports the cost proposal submitted by Ciorba in the amount of $856,458 to
provide construction engineering services for Melas-Meadows Pedestrian Bridge - Phase III
Construction Engineering. It is staff's opinion that Ciorba is best qualified to perform the
requisite work, has allotted appropriate work effort, and requested a reasonable, competitive
fee ($856,458 / $186 per hour).
The current cost estimate for construction is $8,042,071. The cost proposal for construction
engineering services submitted by Ciorba in the amount of $856,458 represents 10.6% of the
current construction cost estimate. This is within a typical range for the scope and complexity
of the project.
The Village will pay invoices directly to the consultant and seek reimbursement from IDOT for
the State and Federal share. Federal funding will cover 80% of the Construction Engineering
contract, the total being $685,166. The Village is responsible for the 20% local share, the total
being $171,292.
Alternatives
1. Accept proposal for Melas-Meadows Pedestrian Bridge - Phase III Construction Engineering.
2. Action at the discretion of the Village Board.
Staff Recommendation
Staff recommends that the Village Board accept the proposal from Ciorba Group, Inc. of
Chicago, Illinois to provide phase III construction engineering services for the Melas-Meadows
Pedestrian Bridge Project for an amount not to exceed $856,458.
Attachments
1. Melas-Meadows Pedestrian Bridge RSQ
2. Ciorba Cost Proposal
3. Ciorba Scope of Work
4. Ciorba SOQ
'M44IFe[h41ZFA Ac140
MAYOR
Paul Wm. Hoefert
TRUSTEES
Vincent J. Dante
Elizabeth B. Di Prima
Terri Gens
William A. Grossi
John J. Matuszak
Colleen E. Saccotelli
DATE: June 16, 2025
Michael J. Cassady
Mount Prospect
DIRECTOR OF PUBLIC WORKS
Sean Dorsey
Phone: 847/870-5640
Fax:847/253-9377
www.mountprospect.org
Village of Mount Prospect
Public Works
1700 W. Central Road, Mount Prospect, Illinois 60056
Request for Statement of Qualifications
FROM: Matthew Lawrie, P.E.
Village of Mount Prospect
Public Works Department
RE: Request for Statement of Qualifications
Melas-Meadows Pedestrian Bridge Over Northwest Highway (US 14) and Union Pacific Railroad
Phase III Construction Engineering
The Village of Mount Prospect seeks Statement of Qualifications from engineering firms for Phase III
Construction Engineering services for the construction of a new pedestrian bridge connecting Melas Park
to Meadows Park over Northwest Highway (US 14) and the Union Pacific Railroad.
Attached to this memo are:
1. A list of materials and information that should be included with your Statement of Qualifications
(Exhibit A).
2. A general definition of the scope of work and requirements for your submittal (Exhibit B).
3. The evaluation process and tentative schedule (Exhibit C).
4. A map identifying the project limits (Exhibit D).
5. Phase I Engineering Project Development Report (Exhibit E).
6. Prefinal construction plans (Exhibit F).
7. Prefinal construction specifications (Exhibit G).
8. Prefinal construction estimate of cost (Exhibit H).
9. Grant Award Letters for Construction Funding (Exhibit 1).
Your Statement of Qualifications should be emailed to the following address and received no later than
5:00 p.m. on Friday, July 11, 2025.
Mr. Jason Leib
Deputy Director of Public Works
Village of Mount Prospect
jleib@mountprospect.org
QXTED
IIWII
Village of Mount Prospect Public Works Department I Page 2
Exhibit A
Requirements for Statement of Qualifications
Agency: Village of Mount Prospect
Project: Melas-Meadows Pedestrian Bridge Phase III Engineering
Location: Melas Park to Meadows Park over Northwest Highway (US 14) & Union Pacific Railroad
Your Statement of Qualifications should include the following information:
1. Name, address and brief history of firm.
2. Organizational chart and resumes of key personnel to be assigned to this project.
3. Related experience during the last five (5) years. For example:
a. Phase III Construction Engineering services for the Illinois Department of Transportation (IDOT)
and local municipalities on new bridge projects, specifically pedestrian bridges.
b. Projects involving construction on or over railroad right of way.
c. Projects involving multiple funding sources.
4. Description of process to accomplish the required tasks of the project. This should include:
a. An understanding of the project.
b. Objectives to be met as part of the project.
c. Your approach to completing the project.
d. A project schedule.
5. Pre -qualification status with IDOT.
Village of Mount Prospect Public Works Department I Page 3
Fxhihit R
General Scope of Work
Agency: Village of Mount Prospect
Project: Melas-Meadows Pedestrian Bridge Phase III Engineering
Location: Melas Park to Meadows Park over Northwest Highway (US 14) & Union Pacific Railroad
The Village of Mount Prospect's Comprehensive Plan and Bicycle Plan both identify opportunities for
better connections between parks, schools, destinations, and neighboring communities for pedestrians
and bicyclists. One challenge that has been recognized to promote walking and biking is to provide a safe
crossing between Meadows Park and Melas Park. The two parks are divided by Northwest Highway (US
Route 14) and the Union Pacific Railroad tracks. The Village of Mount Prospect desires to construct a
pedestrian bridge over the roadway and railroad tracks in order to accomplish a key transportation goal.
Both parks are unique and draw residents from all areas of town. Melas Park is co-operated by the Mount
Prospect Park District and the Arlington Heights Park District. It is owned by the Metropolitan Water
Reclamation District of Greater Chicago. Melas Park facilities include a Visual Arts Center, soccer fields,
baseball/softball diamonds, dog park, and walking paths. Meadows Park is owned by the Mount Prospect
Park District and includes an aquatic center, playground, and baseball/softball diamonds. The proposed
pedestrian bridge will be constructed at the northeast corner of Melas Park and the southwest corner of
Meadows Park.
Approximately 17,000 vehicles travel Northwest Highway and the Union Pacific Railroad handles 70+
freight and commuter trains on a daily basis. The closest pedestrian crossing to the project location is
approximately 2/3 of a mile away at Central Road. This limitation discourages residents from biking and
walking in the Village. The proposed pedestrian bridge will improve safety for those wanting to visit the
parks as well as other local and regional destinations. It will also provide a key link to our bikeway system
and expand opportunities for alternative modes of transportation in the Village. Construction of a
pedestrian bridge at this location will accomplish a key goal of the Village's Strategic Plan.
The Village of Mount Prospect completed a Phase I Engineering study in 2022. The Village's Phase II
Engineering consultant has completed pre -final plans, pre -final specifications, and an estimate of cost.
These documents are made part of the RSQ.
The Village applied for and received funding from ITEP and the ICC Grade Crossing Protection Fund for
construction and construction engineering and from the STP-Shared program for construction only. The
remaining costs will be paid using Village funds. The award letters are made part of this RSQ.
At this time, the Village seeks to enter into a contract with an engineering firm to provide Phase III
Construction Engineering services. IDOT plans to let the project in January 2026 with construction
to begin in Spring 2026. Substantial completion is expected December 2026 with final completion in
Spring 2027. The successful firm will be responsible to meet all Federal/State/Village requirements
for these services.
Village of Mount Prospect Public Works Department I Page 4
At a minimum, the following tasks are to be included in the scope of services. Additional tasks, at the
consultant's recommendation, will be considered by the Village.
1. Fully understand the Project Development Report, pre -final plans, pre -final specifications, and
estimate of cost.
2. Complete all tasks related to providing Construction Engineering meeting Federal/State/County/Village
requirements.
3. Prepare and submit IDOT Agreements for construction and construction engineering.
4. Coordinate a Preconstruction Meeting with IDOT, UPRR, Village Staff, and the Contractor.
5. Review shop drawings and other equipment/material submittals as may be required.
6. Coordinate with private utility companies to relocate facilities as necessary prior to construction.
7. Provide horizontal and vertical construction layout of the proposed improvements as necessary.
8. Coordinate material testing and QA/QC with the contractor during construction.
9. Coordinate private property work with property owners to minimize disruption.
10. Respond to inquiries from various stakeholders and address issues in a timely manner.
11. Attend and conduct construction coordination/status meetings.
12. Prepare pay estimates for contractor work performed. IDOT will pay the contractor directly and seek
reimbursement from the Village for our share of the project.
13. Complete all necessary paperwork during construction.
14. Create a construction punch list and ensure all outstanding items are completed to the satisfaction of
IDOT and the Village.
15. Coordinate final inspection and paperwork with IDOT and the Village.
16. Complete all necessary documentation including grant reimbursement forms.
17. Prepare as -built drawings.
Village of Mount Prospect Public Works Department I Page 5
Exhibit C
Evaluation Process
Agency: Village of Mount Prospect
Project: Melas-Meadows Pedestrian Bridge Phase III Engineering
Location: Melas Park to Meadows Park over Northwest Highway (US 14) & Union Pacific Railroad
Your Statement of Qualifications should be emailed to the following address and received no later than
5:00 p.m. on Friday, July 11, 2025 to the attention of:
Mr. Jason Leib
Deputy Director of Public Works
Village of Mount Prospect
ileib@mountprospect.org
The Statement of Qualifications will be evaluated based on the following factors:
• Project Understanding & Technical Approach
• Similar Project Experience
• Project Team Capabilities
• IDOT Prequalification Status
• Overall Completeness of Submittal
The Village will conduct interviews with the shortlist firms. Those selected for an interview will be
contacted by the Village to arrange a date/time at the Mount Prospect Public Works Department, 1700
W. Central Road or via Microsoft Teams.
The Village of Mount Prospect appreciates your interest in this project. Any request for information or
questions regarding this Request for Statement of Qualifications can be directed to Matthew Lawrie,
Village Engineer, by phone at 847-870-5640 or email at mlawrie@mountprospect.org.
Tentative Schedule
Submit Statement of Qualifications
July 11, 2025
Select firms for interviews
July 25, 2025
Select firm and negotiate contract
August 8, 2025
Award contract
September 2, 2025
Submit Engineering Agreements to IDOT
September 29, 2025
Construction letting
January 16, 2026
Start construction
April 2026
Complete substantial construction
December 2026
Complete final construction
June 2027
Village of Mount 'Prospect, IL
4;apital Improvement Projects is 2024
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Local Public Agency County
Village of Mount Prospect I Cook
Consultant / Subconsultant Name
Ciorba Group Inc.
Section Numb
21-00174-00-BR
Job Number
C-91-204-23
PAYROLL RATES
EXHIBIT D COST ESTIMATE OF CONSULTANT SERVICES (CECS) WORKSHEET FIXED RAP(
MAXIMUM PAYROLL RATE 90.00
ESCALATION FACTOR 3.77%
IDOT
CLASSIFICATION PAYROLL RATES CALCULATED RATE
ON FILE
PROJECT MANAGER II $84.13 $87.30
ENGINEER IV $51.25 $53.18
TECHNICIAN III $52.50 $54.48
ADMINISTRATIVE SERVICES $54.92 $56.99
PROJECT ENGINEER II $64.40 $66.83
Local Public Agency County Section Numbe
Village of Mount Prospect Cook 121-00174-00-1
Consultant / Subconsultant Name Job Number
Ciorba Group Inc. C-91-204-23
SUBCONSULTANTS
EXHIBIT D COST ESTIMATE OF CONSULTANT SERVICES (CECS) WORKSHE
Total 8,338.00
NOTE: Only subconsultants who fill out a cost estimate that splits out direct labor may
Local Public Agency County
Village of Mount Prospect Cook
Consultant / Subconsultant Name
Ciorba Group Inc.
DIRECT COSTS WORKSHEET
List ALL direct costs required for this project. Those not listed on the form will not be eligible for rein
EXHIBIT D COST ESTIMATE OF CONSULTANT SERVICES (CECS) I
ITEM
ALLOWABLE
Lodging
(per GOVERNOR'S TRAVEL CONTROL BOARD)
Actual Cost
(Up to state rate maximum)
Lodging Taxes and Fees
(per GOVERNOR'S TRAVEL CONTROL BOARD)
Actual Cost
Air Fare
Coach rate, actual cost, requires minimum two weeks'
notice, with prior IDOT approval
Vehicle Mileage
(per GOVERNOR'S TRAVEL CONTROL BOARD)
Up to state rate maximum
Vehicle Owned or Leased
$32.50/half day (4 hours or less) or $65/full day
Vehicle Rental
Actual Cost (Up to $55/day)
Tolls
Actual Cost
Parking
Actual Cost
Overtime
Premium portion (Submit supporting documentation)
Shift Differential
Actual Cost (Based on firm's policy)
Overnight Delivery/Postage/Courier Service
Actual Cost (Submit supporting documentation)
Copies of Deliverables/Mylars (In-house)
Actual Cost (Submit supporting documentation)
Copies of Deliverables/Mylars (Outside)
Actual Cost (Submit supporting documentation)
Project Specific Insurance
Actual Cost
Monuments (Permanent)
Actual Cost
Photo Processing
Actual Cost
2-Way Radio (Survey or Phase III Only)
Actual Cost
Telephone Usage (Traffic System Monitoring Only)
Actual Cost
CADD
Actual Cost (Max $15/hour)
Web Site
Actual Cost (Submit supporting documentation)
Advertisements
Actual Cost (Submit supporting documentation)
Public Meeting Facility Rental
Actual Cost (Submit supporting documentation)
Public Meeting Exhibits/Renderings & Equipment
Actual Cost (Submit supporting documentation)
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SCOPE OF WORK
CONSULTANT:
RESIDENT ENGINEER/PROJECT MANAGER
ASSISTANT RESIDENT ENGINEER
0EOTE[HN|CAL
Project:
Melas-Meadows;Pedestrian Bridge
Kjorba Group, Inc.
Mike Kowalski, PE
Edgar Alvarado, PE
Soil and Material Consultants
Project Understanding
Ciorba will provide full time construction engineering services for the construction of the Mola*Moadows
Pedestrian Bridge over the UPRRand US 14.
Scope of Services: See attached Exhibit A -Work Breakdown Schedule for further information
l. Construction Observation
a. Construction Startup
i. Plan Review and Project Documentation setup
ii� Utility Coordination
iii. Plan in Hand Site Meeting with Contractor
iv. Pre- Cons1mctian'Agenda/Attendance/Minutes
b. Construction Observation
i Provide full-time construction observation. Estimated timeonsite is2Dweeks at5Uhours per
week for the Assistant RE, 30 hours per week for the Resident Engineer. A part time inspector
will, assist the team during heavier production periods with an estimated time of 14 weeks at 45
hours per, week,
ii. Construction will be monitored for conformance with the contract documents and
|D0Tstandards.
Hi. Daily documentation will include Daily Reports of the quantities and calculations of
the work completed' daily diaries detailing the manpower, equipment and work
completed, and daily photos ofthe work. Final cost projections will also be
maintained throughout the project for budgeting use.
iv. Public involvement ofthe construction staff with stakeholders.
V. Coordination with UPRR, MWRD and IDOT.
C. Construction Assistance
L Shop Drawing and Submittal Review will be completed by the construction staff
with assistance byC1mrba's structural staff.
ii Ciorba'sSurvey Department will complete Q4ofthe contractor's layout throughout
the project.
N. Request for Information submitted by the Contractor will be reviewed and
answered by the RE with assistance bythe structural staff.
iv. General marketing assistance throughout the project.
d. Construction Project Close -Out
i. Maintain punch list of construction items that require correction before final
acceptance of the project and provide ittothe Contractor.
ii. Verify completion ofpunch hstitemsandnotifytheContractor ofany incomplete
ii. After the punch list is completed, site inspections will be conducted byCiorba
with the |DOT and the Contractor. Any concerns identified at the walk-through
will be resolved prior to acceptance of the improvement.
M The closeout process continues with the preparation of final documentation
papers for project acceptance by the Village and IDOT. This includes all material
certifications' testing reports and final quantity measurements.
V. Aabuilt plan development including cross section asbuilt survey.
e. Public Relations Video
4PRConsultant will develop avideo detailing the construction sequence,
schedule and means and methods. The videoviUbeused onthe Viiage'swebste
and other media sources to inform the public of the projects expectation,
Project Management and Administration
i. Invoices and Budget
PYWIRIT A
WORK BREAKDOWN STRUCTURE
C'orbaGr'OLJP
I
f". 0 IM 5 (J 1, 1 1 N, G L N r"' I Nn1' Ir5
as
>
>
44
4J
0
Activity
0
C
(IJ
E
M
t1"
0-
I W
I
<un
TOTAL
:434:2]
'1230 '144 2678 280 '10
13
Construction Engineering / Administration
Task Total:
4302
1190
144
0310 Construction Startup
Subtotal:
202
82
I Plans, Specifications and Contract Documents
80
40
Site Visit with Contractor
32
16
Utility Coordination Including On -site Meetings
36
20
Set Up Project Documentation
40
P re- Construction Conference Preparation
a
4
Pre -Construction Conference Attendance
4
2
P re- Construction Conference Meeting Minutes
2
0320 Construction Observation J Documentation
Subtotal:
2986
860
Resident Engineer (28 weeks x 5 days/week 6 hrs/day + 10 Sat x 2 hrs/Sat
860
860
Construction Engineers} (28 weeks x 5 days/week x 10 hrs/day + 10 Sat x 8 hrs/Sat) x I Eng
148C
Construction Engineer (s) (14 weeks x 5 days/week x 9 1 + 2 Sat x 8 hrs/Sat)
x I Engine
646
0310 Construction Close-out
Subtotal:
550
58
Develop Punch List Items
16
Coordinate Punch List Completion
8
Inspect Punch List Items
40
Final Walk Through with Client
16
a
Pre -final and Final Pay Estimates
50
10
Complete Documentation Including Material Certification
240
Plan Sheets - As Built
40
Cross Sections - As Built
80
Meetings w/ Contractor
60
40
0840 Construction Assistance
Subtotal:
564
190
144
Assistance During Construction
10
Miscellaneous Layout Items
180
1
200
80
Erection Plans Review
30
20
10
Retaining Watt Shop Drawing Review
20
10
10
Bearings Shop Drawing Review
4
4
Other Contractor Submittals Review
120
40
40
10. Project Management Ek Administration
10,00 Project Management Et Adimi inistra it loin
Project Administration
Project Management
Task Total: 40 40
Subtotal: 40 40
20 20
20 20
2678
120
40
16
16
40
4
2
2
2126
1480
646
392
16
8
40
a
40
240
zo
I
12
III
20
80
180
180
Group
Village of Mount Prospect
Melas-Meadows Pedestrian Bridge
Page 2
Organizational t
Resumes
Conclusion
C"orbaGr
0�' OLIP
r (15 J t � � �) (I �� IN 1) � H �_ (P �
J u �y 'I 'I , 2 02 5
Jason Lieb, PE
Deputy Director of Public Works
Village of Mount Prospect
Subject: Request for Qualifications
Construction Engineering Services for
The Melan Mendows Pedestrian Bridge
Dear Mr. Lieb:
We are pleased to submit our Statement of Qualifications to provide the Village of Mount Prospect
with construction engineering services for the MeLas-Meadows Pedestrian Bridge over Northwest
Highway (US 14) and the Union Pacific Railroad.
Within this proposal, we will provide a summary of our understanding of the project and elaborate on
our project and the technical approach that Ciorba's Construction team will focus on to provide a
successful improvement to the Village of Mount Prospect.
Project items to be focused on will be as follows:
• Communication with Village and Major Stakeholders
• E-Blast and Website for Public Information
• Collaboration of Design and Construction Team
• Site Safety and Construction Access
• Construction Sequence
• Erection Plan and Coordination
• Geotechnical Engineering for MSE Walls and Spread Footings
The strengths and expertise of our team members —Project Manager/ Resident Engineer (RE), Michael
Kowalski, PE; Construction Engineer, Edgar Alvarado, PE; Structural Engineering Support, Alexander
Durbak, PE, SE; and Geotechnicat Consultant, Soil and Materials Consultants —are detailed throughout
this proposal to demonstrate the value they will bring to the project and the Village of Mount Prospect.
Ciorba Group looks forward to continuing to work in partnership with Mount Prospect by providing you with
the services of our talented Constructed Department to deliver this great project to the Village, its
employees and its residents
We appreciate the opportunity to submit this proposal. Should you have any questions, please
contact me at 312-515-3292 or at MKowalski@ciorbacoirn.
.............................................................................................................
Sincerely,
Coorba in(I'll
Michael Kowalski, PE
Construction Group Manager
VV Iran ad' - uM 600 P, 3 0
F 3 7 4 1"') 14
Village of Mount Prospect
Melas-Meadows Pedestrian Bridge
Page 4
For over 90 years, Ciorba Group, Inc. has provided
comprehensive engineering solutions to various government
agencies and for many years to the Village of Mount Prospect
on infrastructure improvements that involved multi-
disciplinary teams. Ciorba's engineers and technicians are
dedicated to providing practical design and construction
services while maintaining project schedules and budgets, We
have the ability to develop distinctive and innovative solutions
covering various technical aspects and manage projects
from planning through construction. Ciorba maintains high
professional standards, and we sustain a proactive attitude
for all projects, no matterthe size. We deliver people -first
engineering solutions that add value to communities, solve
real -word problems and improve lives; meeting the needs
of our clients and making theirjobs easier. And we do it all
collaboratively and with respect for each other, those we
work with, and the environment. At Ciorba, we've built our
community to better serve yours.
In rJf, ll "a" In aj, �G )"I"fic(", ':
8725 W. Higgins Road
115 S. Court Street, Suite 8
Suite 600
Crown Point, IN 46307
Chicago, IL 60631
P: 844-271-5923
P: 773-775-4009
3I111111111 RV III C CIIM''.!' I
Ciorba offers an array of engineering services, which include
studies and reports, design plans and specifications, and
construction engineering in the following areas,
® Construction Observation
® Manage Bid Process
® Constructabitity Review
® Project Documentation
® Contractor Assistance
d'oua y
Expressway and Interchange Improvements
Arterial, Collector and Local Street Improvements
Shared Use Paths
Geometric, Traffic, and Safety Studies
® Maintenance of Traffic Plans
• Streetscaping
Concept and Feasibility Studies
Bridge Inspection and Condition Reports
Bridge Load Rating
Bridge Type Studies and Design
Bridge Aesthetics
6035 N Knoxville, Suite 203 D
Stormwater Management Studies and Design
Peoria, IL 61614
FloodpLain Management and FEMA Map Revisions
P: 833-903-4022
Soil Erosion / Sediment Control Design and Inspection
4191
Streambank and Shoreline Restoration
Total E rn p I o y e e s : 7 0
Water Distribution and Wastewater Collection Analysis
and Design
Professional Engineers: 34
Lift/Pump Station and Water Storage Planning and
Design
III)tJ
& g
. .........
Traffic Signal Design
Stri�),/ �,,j) res
e c I a �,,j)e s
.
ITS Design
• Highway: Simple-
gi Feasibility
®
Lighting and Electrical Analysis and Design
Complex
Location Drainage
®
Program Management for Energy Efficiency Lighting
• Railroad
Traffic Studies
® Major River Bridges
Safety
® Moveable
0
Topographic, Hydraulic, and P[ammetric Surveys
0
Corridor Right of Way Surveys and Layout
Pump Stations
0
Boundary Surveys
® Rehabilitation
m Waterways: Typical
0
Preparation of Plats for Right of Way Acquisition,
• Reconstruction/ Major
Waterways: Complex
Easements, and Land Division and Consolidation.
Rehabilitation
Hglu,,mys
®
ALTA NSPS Title Surveys F± Policy Review
• New Construction/ Major
- Roads and Streets
Reconstruction
- Freeways
""s t,l),
In
Seir,�dces
®
*
Asset Management
Capital Improvement Budgeting
* Construction Inspection
* Electrical Engineering
- Pump Stations
®
Grant Applications, Funding Assistance and
* Mechanical Engineering
- Traffic Signals
- Lighting: Complex
Management
* Public Involvement
*
Site Development Plan and Review
* Sanitary
*
Utility Coordination
* Survey
®
Updates to Municipal Standards and Maps
Village of Mount Prospect
Melas-Meadows Pedestrian Bridge
Page 5
The following is a list of Illinois Local Agency Clients Ciorba has worked for in the last 5 years,
® City of Batavia .
Village of Brookfield
Village of Niles
• City of Chicago .
Village of Buffalo Grove
Village of Oak Park
City of Evanston .
Village of Clarendon Hills
Village of Palatine
City of Highland Park .
Village of Deerfield
Village of River Forest
City of Joliet .
Village of Downers Grove
Village of Schaumburg
• City of Naperville .
Village of Glenview
Village of Streamwood
• City of North Chicago .
Village of Hanover- Park
Village of Wheeling
® City of Rotting Meadows .
Village of Hoffman Estates
Village of Wilmette
® City of St. Charles .
Village of Kenilworth
Village of Winnetka
® City of Waukegan .
Village of Lincolnshire
• Crete Township .
Village of Melrose Park
• Manhattan Township .
Village of Morton Grove
• Village of Arlington Heights a
Village of Mount Prospect
Village of Mount Prospect
Melas-Meadows Pedestrian Bridge
Page 6
All"k I IQSIXIIIIIIIII,
N AS"I" !15" YIIIIIIIIIIARS
COICI""Irlpjex ll,0,41-�
�,cy iro,�jecrts
i (,xM Ai�,, ir I
Village of Mount Prospect
MelamMeadows Pedestrian Bridge
Page 7
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Construicdoimmbseirvadoin
Hilghways
Michael Kowalski, PE
Mike's construction engineering experience includes roadway and bridge projects for various
municipalities, counties, and the Illinois Tollway. His expertise includes the reconstruction and
rehabilitation of b es over live traffic -,Water, and rail as well as experience with reinforced concrete,
soldier pile, sheet pile and MSE retaining walls. He has been the Resident Engineer or Assistant
Resident Engineer on federal aid local agency construction projects. Mike is certified in IDOT's
PMngsten Road Bridge Reconstruction & Pavement Rehabilitation, Village of Deerfield.
Resident Engineer for the superstructure replacement of an existing bridge over the Metro tracks.
The existing superstructure and abutment cap were removed and replaced with alo4'-6" single span
PPC I-beam bridge supported by a new abutment cap on the existing piles. The thicker proposed
superstructure depth required raising the roadway profile to meet the required 21-0" vertical clearance.
The new abutments were semi -integral to eliminate the expansion joints, reducing long term future
maintenance. a'7oofeet o[adjacent roadway was rehabilitated from Lake Cook Road \owaukegam
Road including pavement patching, milling, and resurfacing of the roadway, removal and replacement of
deteriorated curb and gutter, new xoAramps, and pedestrian signals.
Park Avenue West over Skokie River, City of Highland Park.
Resident Engineer for the replac memofam4' long single span rolled steel beam bridge. The new bridge
is a single span steel plate girder bridge with integral abutments built behind the existing abutments.
The bridge was stage constructed to maintain one lane in each direction. STI? funds were used for
construction of the improvements; therefore, all services were provided in accordance with IDOT BLR&S
and FHWArequirements.
Central Avenue over Ravine, City ofHighland Park.
Resident Engineer for the replacement ofasinglespanreinforcedcnncetedosedspamdre|archbhdge
that was originally built in 1935 and on the Illinois Register for Historic Bridges. The new bridge was
widened tutwo lanes tnmeet current design standards. The 1os'-s^single span bridge was constructed
with 36^deep PP[I-Ibeams bridge and semi -integral tall wall abutments supported on metal shell piles.
Aesthetic details mimic the historical nature of the existing bridge, which included a precast concrete
arch fagade and concrete form liner on the parapets. The adjacent ravine was stabilized using wingwall
extensions and riprap to relax the side slopes. All construction engineering services were completed in
accordance with |oOTand pxmmrequirements.
Damne Road over Branch of Plum Creek, Crate Township.
Resident Engineer for the replacement nfatwo bmebhdgeonoannenoadmm,abmnchnfp|um[reek
The new structure isa4s�y^long, single span, /erdeep reinforced concrete slab bridge onintegral
abutments supported with metal shell piles. 1000feet n[roadway was reconstructed mraise the
bridge profile to provide the required waterway opening. Oversized ditches were constructed to provide
compensatory storage for floodplain fill. STP-BR funds were used for construction, so all work was
completed inaccordance with |D0F8LRQ6and FHVVArequirements.
Clayey Road from USRoute 4nto Green Bay Road, City of Highland Park.
Resident Engineer for the reconstruction of Clavey Road from US 41 to Green Bay Road. The pavement
o[this two lane urban collector street was reconstructed aswell asthe bridge over the Skokie River.
The project was phased into two contracts. The roadway was shifted to the north to construct a new
multi -use path within the south side parkway. The new bridge replaced the separate roadway and
pedestrian bridges. The improvement included water main, storm sewer, traffic signals, bridge lighting,
and landscaping. All construction engineering services were completed in accordance with IDOT and
F*mmrequ|ements.
Village of Mount Prospect
MelasMeadowmPedestrian Bridge
Page 8
Hunt Club Rdand Washington Street Phase III, Lake County Division sfTransportation.
Project Manager/Resident Engineer for the widening and rehabilitation ofLheHuntOubRoadandVVashingtonStreetintarsection.[onstrucbon
includes HMAsurface course, HMAbinder course, leveling binder, HMAsurface removal, class Dpatching, cnmbinatonconcret curb and g�Uec
concrete median surface, sidewalk, storm sewer, earth excavation, non -special waste disposal, watermain, traffic signals, and other related items.
�
Three separate water mains in conflict with the widening will be relocatdforGurneeLake[ountyPub|icVVorhs.and]AVVA
DuPage County 2V24Pavement Maintenance, DuPage County.
Resident Engineer for the 2024 Pavement Maintenance — North Region, which included approximateIVBtnta miles ofpavemertrehabilitation of
four streets: St. Charles Road, Swift Road, Medinah Road and Villa Avenue. Each street required extensive curb and gutter replacement, ADA ramps,
paxementpatching and new pavement surface.
Fairview Gravity Sewer and Lift Station Decommissioning, Village of Mount Prospect.
Resident Engineer for construction engineering services for construction of a 2,000-foot gravity sewer to an existing MVVRDinterceptor, which
eliminated the need for a lift station. Project included deep sewer construction (up to 25 feet), connection to MWRD interceptor, and abandonment of
existing lift station. Ciorba Group worked closely with the Village and MWRD throughout the process.
Industrial Lane Improvements, Village of Wheeling.
Resident Engineer for the widening and rehabilitation ufIndustrial Lane from Plant Road toMilwaukee Avenue (IL 21).The improvement included
variable width widening toprovide 27foot oftravel way new concrete ribbon along the edge of pavement, new sidewalk meeting ADA requirements,
rehabilitation ofthe existing pavement withbituminouspatzhingandover|ay,andthenep|acementofthe2.90Ofeetof1Z^and18^stormsemer, 1.800
feet of 8" sanitary sewer and 535 feet of sanitary laterals, and 2,200 feet of 10" and 12^diameter water main.
Burning Bush Lane, Village of Mount Prospect.
ResidentEngineerforthedesignandconstmcUonof2.5OOofnewod|ectormadway|ightingvvithinaprimari|ynesidentialarea Design plans and
special provisions were prepared for advertisement by the Village. Construction engineering services were provided for the installation of this lighting
Schoenbeck Road Lighting Project, Village of Mount Prospect.
Resident Engineer for the construction of 2,000'of new collector roadway lighting. Design plans and special provisions were prepared for advertisement
bythe Village. Construction engineering services were provided for the installation of this lighting system.
Construction Engineer for the Village's JOJ3Arterial Street Improvements Project, The project included pavement patching, milling, and resurfacing of
1.6 miles of heavily trafficked roadway on Harlem Avenue from Golf Road to Dempster Street and Shermer Road from Golf Road to Harlem Avenue.
Other improvements included removal and replacement ofdeteriorated curbandCutterandsidewa|k.ADAramps,PA[Ebudpads.paxementmarkinQ
and reflectors, storm sewer installation and parkway restoration. All construction observation and documentation was completed following IDOT
procedures.
2020 MFT Street Resurfacing, Village afWheeling.
Resident Engineer for the Village's 2020 MFT Program. Improvements involved pavement patching, milling, and resurfacing approximately 2.6 miles
nflocal streets. Other improvements included removal and replacement nfdeteriorated curbandgutterandsidcwak,AOAnamps'stormsomer
installation and parkway restoration. Construction was completed on time and $100,000 under the contractor's bid price.
2027Whee|rg MFT Street Resurfacing, Village of Wheeling.
Resident Engineer for the Village's 2021 MFT Program. The pavement patching, milling, and resurfacing of 3.1 miles of local streets and the
reconstruction of 600 feet of a local street in the Dunhurst subdivision. Other improvements included removaland replacement ofdeteriorated curb and
gutter and sidewalk, ADAramps, storm sewer installation and parkway restoration. All construction observation and documentation will be completed
following | DOT procedures.
Willow Road Reconstruction, Village of Wheeling.
Resident Engineer for the 1,000 feet of roadway widening and reconstruction as well as constructing new storm sewer, curb and gutter, sidewalk, and
PCC driveway apron& The work included installing new traffic and pedestrian signals, pavement markings and parkway restoratiom Temporary traffic
signals were used before the new equipment was installed. Coordination with the Canada National Railroad was necessary due to dual tracks crossing
Willow Road within the project limits. The project was partially funded by Pace requiring constant coordination to meet the agency's standards and
specifications.
Village of Mount Prospect
MelamMeadows Pedestrian Bridge
Page 9
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Edgar Alvarado,, PE
noheer
Edgar Alvarado has construction experience on municipal projects that have included bridge
replacement. oavement reconstruction and rehabilitation. storm sewer. water main and detentior,
Park Avenue West over Skokie River, CKV of Highland Park.
Construction Engineer for the replacernent of a 64' long single span rolled steelbeam bridge. The
new bridge isasingle span steel plate girder bridge with integral abutments built behind the existing
abutments. The bridge was stage constructed to maintain one lane in each direction. STP funds were
used for construction ofthe impmvements�therefore, aUsemicesweepmvidedinocoordonce*ith|DOT
BLR@Sand FHWArequirements.
0aveV Road from US Route 41 to Green BaV Road, CitV of Highland Park.
Construction Engineer for the reconstruction of Clavey Road from US 41 to Green Bay Road. The
pavement of this two lane urban collector street was reconstructed as well as the bridge over the
Skokie River. The project was phased into two contracts. The roadwaV was shifted two feet to the
north to construct a new multi -use path within the south side parkwaV. The new bridge replaced the
separateroadwayandpedestrianbridges.Theimpmxementa|soindudedwatermain'stormsewac
traffic signals, bridge lighting, and landscaping. All construction engineering services were completed in
accordance with |DOTand FHWArequirements.
Central Avenue over Ravine Ditch, CKV of Highland Park.
Construction Engineer for the replacement of a single span reinforced concreteclosed spandrel arch
bridge that was originally built in 1935 and on the Illinois Register for Historic Bridges. The new bridge
was widened to two lanes to meet current design standards. The 106'-6" single span bridge was
constructed with 36" deep PPC I -beams bridge and semi -integral tall wall abutments supported on
metal shell piles. Aesthetic details mimic the historical nature of the existing bridge, which included a
precast concrete arch faI;ade and concreteform liner onthe parapets. The adjacent ravine was stabilized
using wingwall extensions and riprap to relax the side slopes. All construction engineering services were
completed inaccordance with |DOTand FHVVArequirements.
2021Wheeing MFT Street Resurfacing, Village of Wheeling.
Construction Engineer for the Village's 2021 MIFT Prograrn which included HIMA resurfacing, full roadwav
reconstruction including subbase, new storm sewer, ADA ramps and sidewalk in various locations
of the Village of Wheeling. Other activities included daily documentation including diaries and pay
item measurements and quantifications, mcl pay estimates, final closeout documentation, daiIV
coordination with contractor and subcontractor, and communication and coordination with the Village
and residents impacted bythe construction.
OunhuzmStorm Sewer Improvements, Village ofWheeling.
Construction Engineer for the installation uf2.5OUfeet ofboth new storm sewer and replacing and
upsiringexisting storm sewer to reduce flooding impacts in the Dunhurst subdivision. The project
included full depth pavement patching, pavement milling and resurfacing, replacement ofdriveway
aprons and curb and gutter removed for the storm sewer installation and parkway restoration.
Field changes were necessary due to conflicts with private utilities, sanitarV sewers, and residential
sanitary services. Despite the necessarV revisions, the construction was completed $8U.OUnunder the
contractor's bid price.
EastchesterStorm Sewer Project, Village «fWheeling.
Construction Engineer for the installation of1,8OOfeet ofnew storm sewer toaprivate lake toprovide
flood control. The project included cofferdam construction to install the storm sewer outlet into the lake;
removal and replacement of roadway pavement, driveway pavement, curb and gutter, and sidewalks;
and the adjustment of existing utilities that conflicted with the new storm sewer.
Village of Mount Prospect
MelasMeadowmPedestrian Bridge
Page 10
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in Illinois and other States. His bridge experience includes cast in place, prestressed, precast and
segmental concrete, curved steel plate girder bridges, cable-staVed, and pedestrian bridges as well
as bridges over rail tracks. Alex has also worked on complex structural analysis and erection plans
including finite element analysis for major river crossings. He has also designed ancillary structure
such as retaining walls, box culverts, and highway sign structures. Alex has extensive experience in
f inite element model software such as Larsa, SAP 2000 and is also very familiar with MDX for the
Analysis, design, and load rating of steel bridges and with LEAP CONSPAN for simple and multi -spa
precast and prestressed concrete bridges. 'I
Melas-Meadows Pedestrian Bridge, Village of Mount Prospect.
Structural Engineer for design engineering services for the pedestrian bridge crossing over Northwest
Highway (US 14)and the Union Pacific Railroad (UPAA)mconnect Me|asand Meadows parks. The
proposed bridge is a 25 span bridge on a curved geometry to stay within the Village owned property
within both parks. The approach spansaecastinp|aceconcnges|abswithmdiiassmaUas44tomeet
ADA requirements. The main span is a 200'simple span crossing over both IDOT and UPPR rights of way.
Ciorba prepared a rnain span type study, evaluating three different rnain span options which included a
Vieendee|Truss, network tied arch, and cable stayed bridge.
Central Avenue over Ravine, City of Highland Park.
Lead Structural Engineer for preliminary engineering and final design for the replacement of a single
span reinforced concrete closed spandrel arch that was original|ybuilt in1935and isonthe Illinois
Register for Historic Bridges. The bridge is in aesidential setting has a span length of 111 feet and is
accessible for a single lane of traffic for a two-lane approach roadway. The bridge is located adjacent to
several residences and a park which required a Section 4f report in addition of the Section 106 historical
review. The replacement bridge is a PIPC I -Beam 106'-6" single span structure with an arched precast
fagade shaped like the original cast in place structure. The bridge is located over a steep ravine with
erosion problems that requires reconfiguration of the waterway and proposed bank stabilization. The
project which included roadway geometric improvements and approach reconstruction is funded utilizing
5TP-BRfederal monies.
Brookfield Ave over Salt Creek Replacement, Village of Brookfield.
Lead Structural Engineer Lead Structural Engineer for final design for the replacement ofatwo-span
Precast Prestressed Concrete deck beamstructure that carries one lane and sidewalk ineach direction.
Mr. Sauter performed the inspection and the scour assessment of the bridge. The bridge is load -posted
because ofthe overall condition ofthe deck beams and issubject mspecial feature inspection because
of cracks in the cantilevered pier cap that support the edge beam on the North side of the bridge. The
overall sufficiency rating dropped as a result of the finding of our inspection. Weperformed preliminary
engineering studies and cost estimates for a single span and a two -span concept for the bridge
replacement. We also assisted the Village inobtaining federal funds for the bridge replacement through
the STP-BRpmgram'
P#mgstemRoad over Metra'Village of Deerfield.
Structural Engineer for the superstructure replacement ofanexisting bridge over the Metratracks.
The existing superstructure and abutment cap were removed and replaced with a1O4'-6^single span
PPC I-beam bridge supported by a new abutment cap on the existing piles. The thicker proposed
superstructure depth required raising the roadway profile tnmeet the required 2]'-O^vertical clearance.
The new abutments were semi -integral to eliminate the expansion joints, reducing long term future
maintenance. 3'r0Ofeet ofadjacent roadway was reconstructed and rehabilitated from Lake Cook Road
to Waukegan Road including pavement patching, milling, and resurfacing of the roadway, removal and
replacement of deteriorated curb and gutter, new ADA ramps, and pedestrian signals.
of Mount Prospect
i I I MEN=
MelamMeadows Pedestrian Bridge
Pmgezz
Roselle Road Pedestrian Bridge, Village mfSchaumburg.
Structural Engineer for final design plans and specifications for a new pedestrian bridge over Central Road. The proposed bridge connects ashared
use path toan existing shared use path in the Paul Douglas Forest Preserve. The proposed bridge isafive span, 750'stee| plate girder on adoub|e
reverse curve horizontal alignment. The abutments were founded on M5E wall embankments to reduce impacts to adjacent wetlands and any ROW
acquisition. Aesthetic treatments were incorporated into the railing, MSE walls, and the piers.
41st Street Pedestrian Bridge Temp Foundations, ��Paschen, S.NLNielsen, <nc..
Structural Engineer for the design of the steel superstructure and pier for the final plan preparation for the new 41 st Drive Connector bridge over IL
5, a two -span plate girder bridge on stub abutments. The improvements add a third lane in each direction and dual left turn lanes and right turn lanes
at all five major intersections. The existing signalized intersection at John Deere Road and 38th Street was el iminated and replaced with the new 41 st
Drive Connector, a flVover bridge on new alignment, and a new roadway connecting 38th Street to Coaltown Road. The proposed bridge features stub
abutments or) spread footing atop M5Ewalls. Mr. Durbakalso designed two -cell box culverts, noise walls and retaining wal|sindudingmoments|abs
for the parapets located ontop ofM5Ewalls.
ClaveRoad Reconstruction, City of Highland Park.
Structural Engineer for the bridge replacement of an existing single span steel bridge associated with the reconstruction of Clavey Road from US 41 to
Green Bay Road a two-lane urban collector street. The proposed bridge is a 68' long single span steel rolled beam structure with galvanized beams and
semi -integral abutments on metal shell pile designed and detailed for an extend life. Aesthetic form liner and concrete staining details are incorporated
into the bridge plans. The new roadway bridge included abarrier protected shamdusepa1htha1aUowedforthenemoxa|ofanadjacentdetehnrat d
pedestrian bridge.
Pedestrian Bridge over Columbus Drive (US 12),<ndiana Department sfTransportation LaPorte District.
Structural Engineer for the preparation of preliminarV and final design plans for the replacement of a pedestrian bridge crossing US 12 in East Chicago.
Theproposedconceptindudesabaskethand|etiedarchbridge.andADArampstha1endose|andscapedareascrea1ingaparkhee|.Theintentofthe
structure is to provide a safe crossing for pedestrians accessing the nearbV school and library, as well as to create a focal point for the community. We
are currently preparing final design plans, specifications and cost estimates.
Belvidere Road over Amstutz Expressway, City nfWaukegan.
Structural Engineer for preliminary engineering and final design for the rehabilitation of a two -span steel beam structure carrying Belvidere Street over
the Amstutz Expressway and the Union Pacific Railroad. The scope of work included an in-depth bridge inspection, preparation of a Bridge Condition
Repoft, and the evaluation of several different rehabilitation options. Coordination with IDOT and the UPRR was required during the preparation ofthe
Project Development Report and during final design. The proposed rehabilitation consists of a superstructure replacement utilizing shallower rolled
steel beams to improve the vertical clearance over the Amstutz Expressway. The project is funded through the STP-BR program.
<L Route 38 over QPRR,Illinois Department of Transportation, District One.
Structural Engineer for detailed bridge inspection and preparation of a full Bridge Condition Report for the rehabilitation of a five span steel structure on
a curved alignment and a 67 degrees skew. The span over the tracks is a simply supported steel plate girder and each of the side spans is a two -span
continuous bridge with rolled steel beams. The recommended option was to replace the deck and a damaged fascia beam, and to perform substructure
repairs. Minor approach roadway work was also required. We also looked at the cost of replacing the bridge with a three -span continuous curved steel
plate girder bridge onthe same alignment and skew. Brett also coordinated with the UPPR for the inspection and the proposed bridge alternates. This
project was part ofaVarious/Various Phase |contract.
Broadway Avenue oxer Silver Creek, Village mfMelrose Park.
Structural Engineer for the preliminarV and design engineering for the bridge replacement of Broadway Avenue (19th Avenue) over Silver Creek. The
single span reinforced concrete slab bridge, located near downtown Melrose Park and just south of IL 64, was structurally deficient and required
rep|acementHydnau|icstudiesvverepedormedandabridgetypestudypreparedtoeva|ua1erep|acementopdons.VViththecrossingjust5O'fmm
the intersection of IL 64, the roadway profile adjustment could onlV be minir-nal so a reinforced concrete slab bridge supported on drilled shafts was
prepared. Coordination with IDOT was required due to the adjacent state route. A project report was prepared and design approval received.
Forest Avenue over Ravine Bridge Replacement, City of Highland Park.
Structural Engineer for final design for the replacement of an existing four span precast prestressed concrete deck beam bridge. The existing bridge is
composed of straight beam spans that are chorded to fit a horizontal curved alignment. The proposed bridge is a three -span curved steel plate girder
ona6O0'radiushorizonta|cume.Thebridgeis1G1'|ongvvithhammerheadpiersofheightsupto33'tocrossthesteepravine.|nadditiontothebrid#e
replacement, an 18" transmission water main was replaced due to a conflict with the proposed bridge. The project is funded through the Federal STP-
BR program and was the recipient of the 2019 ASCE Illinois chapter Outstanding Civil Engineering Achievement Award (under $10 Million).
Village of Mount Prospect
Melas-Meadows Pedestrian Bridge
Page 12
f'tIIIIIL....... III'....°t III III fIIIl IIIL.......""'III""'Xm""iS, IIIIIf:" REID T. STEINBACH
Licensed Professional Engineer
Position
Director of Engineering, P.E.
Education
Purdue University, West Lafayette, IN
Bachelor of Science in Civil Engineering - 2013
Registered as E.I.T. in the State of Indiana (ET31400226)
Transferred to Illinois E.I.T. (061031690)
Registered Professional Engineer in the State of Illinois (062.070515)
Memberships
American Society of Civil Engineers
Experience
March 2018 to Present
Director of Engineering for Soil and Material Consultants, Inc. Responsible for all
aspects of construction material testing included but not limited to: proposals, inspection
services, scheduling, technician preparation, laboratory accreditation, report review,
report submittal, invoicing, client interactions.
Qualified by the Illinois Department of Transportation in the following:
Mixture Aggregate Technician Course — 3 day
Portland Cement Concrete Level I through Level III
ACI Field & Strength
Bituminous Concrete Level I through Level III
Nuclear Density Training
S-33 Geotechnical Field Testing and Inspection
Construction Material Inspection Documentation
Documentation of Contract Quantities
April 2014 to March 2018
Staff Engineer for Soil and Material Consultants, Inc. Provided and directed drilling,
inspection and testing services related to soils and construction materials in the field and
laboratory. Prepared draft and final engineering reports.
Involvement also included construction field and laboratory services. Designed and
implemented various laboratory studies for paving materials and quality control.
Scheduled and supervised work of others, provided engineering evaluations. Worked
closely with clients to provide timely and economical solutions.
Provided various field services for testing and inspection of soils and construction
materials. Limited work on drill rig as an operator and soil classifier. Completed
laboratory testing supplemental to soil and construction material field services. Headed
quality control on numerous earth -moving and road reconstruction projects.
Village of Mount Prospect
MelamMeadows Pedestrian Bridge
c Ts t t ~�r� U^
C), C 5 C 0 '�J,
CiorbaGroup provided finaidesign and
construction engineering services for the
replacement mfaprecast prestressed concrete
(PPC)deck beam bridge superstructure over
the Metro tracks. Pfingsten/KateaRoad is
atwo-lane major coiiectorcarrying over
9,UQ8vehicles per day. |naddition tothe
bridge replacement, the adjacent roadway
was rehabilitated from Lake Cook Road tu
Waukegan Road. The rehabihtationinduded
pavement patching, milling and resurfacing
ofthe roadway, nemovaiand epiacementuf
deteriorated curb and gutter, new ADAramps,
and pedestrian signals. The roadway was
ciosedatthe bridge and traffic detoured onan
approved route toexpedite construction,
Previous bridge inspections indicated that
the existing PP[deck beam superstructure
was inserious condition and required
replacement. AdditionaUy,the MechanicaUy
Stabilized Embankment (M3E)retaining waUs
which supported the approach roadway
embankment showed areas mfdeterioration at
the bridge. Atthe start ofthe project, Oorba
coordinated with Metratpgain right ofentry
access mnanin-depth bridge inspection cmuW
beperformed tudetermine the extent ofthe
defects *nthe IVI5Ewall.
It was determined that the existing
superstructure and abutment cap mmuW
be removed and replaced with a 104'-6"
single span PPCI-beam bridge supported hy
anew abutment cap onthe existing piIes.
Additionally, due toathicker proposed
superstructure depth the roadway verticai
profile would need Loberaised tameet the
required 23'-D"vertical clearance over the
Metmtracks. This profile raise required that
the existing moment slabs and top row mfIVISE
wall panels beremoved and replaced adjacent
tnthe bridge toaccommodate new approach
slabs and the raise inthe roadway profile. The
proposed abutments were designed assemi-
integral abutments toeliminate the expansion
joints, reducing long term future maintenance,
Construction engineering services involved
coordination with utility companies
for any required adjustments tmtheir
facilities and observing the contractor's
work for conformance with the plans and
specifications. Other services induded
quantity measurements and documentation,
preparation mfany change orders and
monthly pay estimates and project closeout.
The Resident Engineer also interacted with
residents and Village Officials toaddress any
issues mrconcerns raised during construction,
This project isfunded through the STP-BR
Federal Program.
Village of Mount Prospect
MelasMeadowmPedestrian Bridge
U. A`" W "'t over &U. U.^
O'� C 5 C 0 '�J'
Gorda provided comprehensive preliminary
and construction engineering services hzrthe
nepiacementofthe ParkAvenueWest Bridge
over the Skokie River inanurban setting. The
project, funded bySTPBridge Program Funds,
adhered toFHWAand |DQTrequirements.
Preliminary engineering encompassed an
in-depth bridge inspection, condition report,
and evaluation ofreplacement akematives�A
madmmyand channel sumeywas cnndu�ed
alongside afull hydrologic/hydraulic study
using the US Army Corps of Engineers HEC-
RAS program. HEC-18 Scour analyses were
performed toassess potential scour a1the
proposed bridge.
AQeotechnicaiinvestigation, including soii
boring and testing, informed foundation
recommendations. Based onthe approved
reports and studies, aType, Size and Location
Plan was prepared for the recommended
bridge alternative.
The project involved construction staging,
roadway reconstruction, ditch relocation, and
vertical profile changes. Vertical and horizontal
geometric studies established the roadway
profile and cmsa-sedLion^addressing safety
and drainage improvements. Right-*f-way
acquisition was considered based onbridge
widening and profile changes. Ali studies were
summarized inaProject Development Report.
Construction entailed replacing the l9S8-built'
lg84-widenedbridge with asingie-span'VV34
Steel beam bridge featuring a reinforced PCC
deck. The new structure spans 80 feet 10
inches from back-to-back of abutments, with
a 56-foot wide roadway and a 5-foot wide
pedestrian sidewalk. The deck includes PCC
parapets and a deck -mounted decorative
bicycle railing for pedestrian safety. The
MMMIM
gas main.
The project required two main construction
with two sub -stages for central roadway
reconstruction. Additional work included
roadway reconstruction, sidewalk and drive
now traffic signals, signage, and striping,
Ciorba's construction engineering team
provided on -site inspection, documentation
and project management. This included
developing change order authorizations, pay
estimates, and CNIMS documentation. The
Resident Engineer chaired weekly progress
meetings with stakeholders to discuss
progress, address construction issues, and
resolve conflicts, The team also maintained
regular communication with City officials,
local community members, and busine ses,
Village of Mount Prospect
MelamMeadows Pedestrian Bridge
Page 15
OJI C 5 C r �� 0 "'J,
Ciorbaprovided preliminary, design and
construction engineering services for the
replacement ofthe Central Avenue Bridge over
Ravine. The bridge islocated inaresidential
setting and its replacement iafunded utilizing
STPBridge Program Funds (5TP-BR).Ali
services have tobeperformed inaccordance
with FHWAand |D0Trequirements for federally
funded improvements.
The existing bridge isasingle-span reinforced
concrete closed spandrel arch bridge that
was originally built l335.The bridge ison
the Illinois Register for Historic Bridges and
required special documentation for the bridge
replacement. The bridge islocated adjacent
mseveral residences and apark, The steep
ravine had severe erosion control issues that
were addressed withQabionsandhprap
Ourba'spreliminary engineering included
nnin-depth bridge inspection and abridge
inspection technical memo, todocument the
condition mfthe existing bridge and identify
and evaluate bridge nepiacementalternatives,
Aroadway and channel survey was performed
along with afull hydrologic/hydraulic study
ofthe existing and proposed bridge structure.
The hydraulic characteristics mfthe Ouodpiain
for existing conditions were calculated using
the USArmy Corps ufEngineers HEC-RAS
program. HEC-l8Scour analyses onthe bridge
will beperformed tnevaluate the potential for
scour atthe proposed bridge.
Ageotmchnica|investigation, including soil
boring, testing nfsoil samples and foundation
recommendations was conducted for soil
bearing capacity and scour sensitivity. Based
onthe approved Bridge Condition Report
and Bridge Type Study and inaccordance
tmthe findings documented inthe Project
Development Report, aType, Size and Location
Plan was prepared for the recommended
bridge alternate. This alternate was asingle
span 36" deep PPC I-beam bridge with 106'-
6" back to back abutments. The abutments
were semi -integral tail wall abutments
supported onmetal shell piles. Design plans
were prepared for the preferred bridge and
roadway improvements toconstruct the
bridge under afull closure. Aesthetic details
were incorporated into the bridge design as
required by|DOT due tothe historical nature
ofthe existing bridge. These included aprecast
concrete arch facade tnmimic the existing
bridge and aesthetic concrete form liner mnthe
parapets. The adjacent ravine was stabilized
using wingwaUextensions and hpraptoease
the slopes asthe existing slopes were l:l(V:H),
The proposed bridge was constructed in2822.
Uorbaperformed construction observation
and documentation using CMMSaccording tm
|DOTrequirements.
Village of Mount Prospect
MelasMeadowmPedestrian Bridge
���� � )"^U C U °
O'� �111�1� C S C 0 '111J
Ourbaprovided preliminary, final design and
construction engineering services fortheVillage of
Melrose Park for the replacement ufthe Broadway
Avenue Bridge over Silver Creek. The Broadway
Avenue Bridge imlocated within the commercial
district ofVillage ofMelrose Park immediately
adjacent toNorth Avenue. Improvements were
funded utilizing SJPBridge Program Funds, su
all services were performed inaccordance with
FHWAand | DOT requirements for federally funded
improvements. The existing structure (S.N. 016-
7477) was a single span reinforced concrete slab
bridge over Silver Creek. Originally built in/9*9
the existing structure showed advanced signs of
deterioration with aSufficiency Rating of32J,
qualifying the bridge fort«taireplacement.
The Broadway project limits are confined by
North Avenue (IL e4)immediately north ofthe
bridge and Frenzel Drive, alocal street, tnthe
south, Phase III work consists nfthe complete
removal mfthe existing reinforced concrete slab
bridge pnclosed abutments, constructing enew
reinforced concrete slab superstructure onclosed
abutments, pavement removal, combination
curb and gutter removal, sidewalk removaL
aggregate oubgradeimprovement, subbase
granular material, hot -mix asphalt base course,
hot mix asphalt binder and surface courses,
Portland cement concrete sidewalk, detectable
warnings, combination concrete curb and gutter,
class Dpatches, storm sewer, and traffic signal
improvements.
Construction isplanned mbecompleted in2O23
inaccordance with |DOTand FHVW4requirements.
Phase III engineering services provided involved
attending the precunstructionmeeting, holding
progress meetings, coordinating with utility
companieoforfadU1y relocations and observing
all the contractor's work for conformance with
the plans and specifications. Staff coordinated
work and schedule with the contractor,
communicated with stakeholders, oversaw all
project documentation, and provided solutions
/oconstruction issues. Services included quantity
measurements and documentation, preparation
ofany change orders and monthly pay estimates
and project closeout. Ciorba's Resident Engineer
chaired bi-weeklyprogress meetings with
representatives from the contractor, Village, and
|DOTtodiscuss progress, constmctionissues.
and resolve conflicts. Ciorbaalso interacted
with Village officials and the local community,
answering questions and concerns raised by
residents during construction.
Village of Mount Prospect
MelamMeadows Pedestrian Bridge
Page 17
�������� ���������0 "'J"
Ciorbaprovided preliminary and final design and
construction engineering services forth isbridge
replacement project. The bridge binahigh-profile
area adjacent tothe Village Hall and Metrastation
near aresidential neighborhood. Engineering
and construction was funded utilizing STPBridge
Program Funds (5TP-BR)suall services were
performed inaccordance with FHWAand |D0T
requirements.
The existing bridge (5.N.Ol6-66G5)was constructed
inl916asatwo-span reinforced concrete through
girder ontimber piles with areinforced concrete pier
and closed abutments. The bridge superstructure
was replaced and widened with pre -stressed
concrete deck beams onawidened substructure
inleus.Each span has alength of4a'fnratotal
bridge length of96�The bridge roadway width is3D`
allowing � uwin�rtmntofhcianeowithaS'oidewmikon
the north side ofthe deck. The Sufficiency Rating of
*3.gqualifies the bridge for replacement,
The proposed bridge was asingle span 05'bridge
utilizing 36" PPC I -beams supported on tall wall semi -
integral abutments on drilled shafts. The roadway
profile was raised tpaccommodate the beam
depth required for the single span structure while
maintaining the existing bottom chord elevation mf
the superstructure. Aslight correction tothe adjacent
roadway alignment provides asmoother transition
tnthe bridge driving surface. The improvement
requires reconstruction approximately 40Ofeet mf
roadway. Anexisting l6"water main located under
the existing bridge was relocated toavoid con 8icting
with the proposed substructure and other utility
improvements include reconstruction and relocation
ofstorm sewer structures adjacent tothe bridge.
Temporary easement and various utility were
coordinated for the project which was constructed
with afull detour inplace.
Afull hydrologic/hydraulic study pfthe existing
and proposed bridge structure was conducted
tmconfirm the adequacy ofthe proposed bridge
waterway opening. The hydraulic characteristics
ofthe Ooodpiainfor existing conditions were
calculated using the USArmy Corps mfEngineers
HEC-RASprogram. Acrash analysis was completed
toidentify the need for any potential safety issues. All
studies were summarized inaProject Development
Report that was processed by|D0Tama Categorical
Exclusion, Federal Approved.
During the final design, the project team worked
with the Village todetermine what aesthetic
improvements could beadded twthe bridge since it
islocated inahigh profile area adjacent tothe Village
Hall and Metro station. These included the addition
ofacantilevered outlook, decorative lighting,
fnrmiinecand signageonthe bridge.
Phase III construction engineering services were
also completed inaccordance with |DOTand FHVVA
requirements. The Construction Manager chaired
bi-weeklypmgms meetings with representatives
from the contractor, Village, and |DOTtodiscuss
progress, construction issues, and resolve conflicts.
The Construction Manager also interacted with
Village officials and the local community, answering
questions nrconcerns raised hyresidents during
construction.
Village of Mount Prospect
MelasMeadowmPedestrian Bridge
UU �� �� �� �� ^� ^ �� ^=�
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ili'DU !111!1� C 3 1"') 'y
The Roselle Road Shared -Use PathandBhdQe
over Central Road and Salt Creek Tributary u
isafederally funded project for the Village of
Schaumburg and inpart located inthe Cook
County Forest Preserve District property. The
project iylocated atthe intersection ofRoselle
Road and Central Road, which are both Cook
County highways. The new shared -use path
replaces anexisting path and also connects
^oanexisting trail. inthe adjacent Paul
Douglas Forest Preserve. 3Tpfundshmmthe
Northwest Council ofMayors were used for the
improvement soall plans and specifications
were provided inaccordance with |DOT8LR&8
and pnwmrequirements.
The project area had significant vertical grade
changes due tothe adjacent interchange with
|-9osothe design needed some creativity
inorder tomeet current AoAstandards as
well asaccommodate required drainage
improvements. |naddition, the horizontal
alignment mfthe new path was constrained
atthe Roselle noad/|-90ramp intersection
toavoid traffic signal equipment recently
installed aspart pfthe new |-9Ointerchange,
During the design, our Team also coordinated
with the Cook County Department of
Transportation and Highways (CCoOTH)and
the Illinois TbUwaysince they were designing
improvements tuCentral Road atthe same
time. The new vertical profile for Central Road
and future locations ofnew traffic signals at
the Roselle Ruad/[entmiRoad intersection
were coordinated with the CCnOTn.The plans
and specifications were submitted mthe
[ZoDTHfor permitting.
Extensive coordination was conducted with the
Cook County Forest Preserve District (CCFPD),
because sections ofboth the new bridge and
path are located onthe adjacent Paul Douglas
Forest Preserve. Coordination activities
included establishing the new bridge and
path location, connection point tothe existing
path inthe forest preserve, and the limits of
proposed tree removal. The time frame for
tree removal was limited due tothe potential
habitat disruption for Northern Long Ear Bat.
The new path isalofoot wide *wAtrail.
with atotal length nfalmost 4onofeet, The
proposed pedestrian bridge isafive span
steel plate girder bridge with three main
spans ofl63'each and end spans ofl3O'-6"
for anoverall length ofr5O'-0''The bridge
isinan3-cuweUhorizontal alignment with
varying radii (1.soo'and1'o7s')tnimprove
the aesthetics for pedestrians and bicyclists, A
large scenic outlook was placed atthe center
nfthe bridge, cantilevered off the girder to
allow for pedestrians and bicyclist tostop and
znjoythe view nfthe adjacent forest preserve.
Additionally, decorative railings, concrete
staining, and decorative form liner were
utilized tnmake this bridge adestination trip.
This project received the Best Small Project
-Up tw$zoMillion Award from the Strw«tomat
Engineers Association wfIllinois (SEAOV
Village of Mount Prospect
elas-Meadows Pedestrian Bridge
Page 19
The proposed pedestrian bridge crossing the Union Pacific Railroad and Northwest Highway will serve as a
key improvement to the Village of Mount Prospect by safely connecting Meadows Park and Melas Parks. The
two parks are frequently visited by residents and visitors because of the many facilities and park activities.
Melas Park includes a Visual Arts Center, soccer fields, baseball/softball diamonds, dog park, and walking
paths while Meadows Park provides an aquatic center and playgrounds. Currently, the closest pedestrian
crossing of Northwest Highway is two-thirds of a mile away from the parks and limits accessibility and safety
which has discouraged biking and walking in the Village. The Melas Meadows multi -use path and bridge will
provide a vital Connection that will improve the safety and accessibility of the parks for residents and the
Community.
1,,,,0 nI I I�C,,Lt I I ✓I idCow6 iaLh„il I W1t:: [ M
Our Construction Engineering team believes that a successful project is the result of a partnership
between the client, the construction engineering team, and the contractor to meet the project
schedule and budget while maintaining the safety of the community. We will build these relationships
throughout the construction of the improvements to serve the best interests of Mount Prospect. Michael
Kowalski as Project Manager and Resident Engineer and Edgar Alvarado as the Construction Engineer will
take full ownership of your project and provide quality services and will be dedicated to this project until
final delivery. Mike will be the main contact with the Village of Mount Prospect, other agencies, and
stakeholders to answer any questions or Concerns. Resides the professional certifications and experience
with bridge and other Complex projects, Mike's personal attributes make him the right person to serve as
the Resident Engineer. Mike leads Ciorba's Construction Engineering Group, which currently includes 15
engineers and technicians and is Continuously involved with State and Federally funded Local Agency
projects. He has the technical skills necessary to lead a complex bridge project in partnership with your
staff, the patience to positively work with contractors, and the considerate manner needed to interact with
various stakeholders. In addition to Mike and Edgar, other Ciorba staff can provide support during more
intense construction activities, especially on the structural side. Mike will be always advocating for the
Village while being sensitive to the needs of the public, with particular attention to the private owners
directly affected by this project and its Construction. As part of the Ciorba Team for more than eight years,
he is aware of the long history of this signature project and the value that it brings to the Village and the
community. His cell phone number and e-mail address will be made available to the public and his
responsiveness will be of great value to you and the people more directly affected by this project. Mike will
also hold weekly progress meetings with all interested and applicable parties. Coordination with private
utility companies to relocate facilities will be based on what we developed during the design phase and
conducted as necessary prior to construction
U rio f 3"ac1'f 1c I ,,,r, t alai, Ii,WF1D and U„U.,,D01I f Coc dfi la,j,Iorl I ///////, /i'
�iiiiiiii����
Ciorba will effectively Communicate with both the UPRR and ���
i
MWRD to coordinate the work within and around their
facilities. Constant and thorough communication with UPRR
will be pivotal. This coordination will continue from what has
already been performed in Phase II, resulting in a seamless
transition from Phase II to III. Ciorba will hold onsite pre -
construction meetings with the contractor and with UPRR
representatives for all phases of work that will affect the
railroad. Our team has also obtained the railroad safety
training required for work in the UPRR Right of Way. The ramp
work in Melas Park will impact the MWRD basin, This
construction has already been coordinated with MWRD during MWRD and UPRR Coordination
the design phase through several meetings and presentations.
Our Phase III team will build off this Coordination and involve the Phase II designers as necessary, referring
back to previous Coordination meetings to expedite any additional coordination needed. Ciorba has worked
with and developed relationships with MWRD and their staff on numerous other projects. We will also ensure
Village of Mount Prospect
elas-Meadows Pedestrian Bridge
Page 20
proper communication with the Cook County Department of Transportation and Highway (CCDTH) as
required. Our team will use our general and project related relationships developed with the UP, MWRD
and CCDOTH to provide a strong network of communication throughout the project.
Any utility relocations, planned or unplanned, can have a devastating impact on construction progress if not managed
carefully. Therefore, as soon as the NTP is received, Ciorba will continue any utility coordination that was started during
the design. Our team will conduct utility coordination meetings, review the accuracy of utility permits, and monitor that
the utilities have been relocated correctly and will not conflict with the proposed improvements. As part of these
coordination efforts, Dike Kowalski will set up a plan in hand meeting with the contractor, Village and all utility
representatives. During this meeting, the site will be reviewed for any unforeseen utility conflicts. This method will assist
in preventing any delays on the project by addressing and relocating unforeseen conflicts prior to the work taking place.
Mike has experience with major utility relocation during Phase III, most notably on Clavey Road, in which he had to
develop new sequences of work to maintain construction while conflicts were resolved to stay on schedule and avoid
additional costs to the contract.
arid W6�,,�site
Due to the importance of this project, there will be a large group of parties interested in the progress and
status of the project. Ciorba will develop a project specific website and an eblast to provide a source for
information and updates for all those who are interested. Ciorba has developed project -specific websites
and e-blast on similar high -profile contracts and cannot understate the impact this communication has on
reducing the workload on the Village. We will be providing a source of answers to questions that would
typically be directed to the Village's staff.
J ct affl li i
Ciorba's construction team has been involved with this project over the past year, completing
constructability reviews throughout the design process. This involvement has made the construction team
familiar with the plans and have already prepared for the challenges of the project. Our team has already
developed plans and strategies to successfully complete this complex project for the Village of Mount
Prospect.
The proposed Project Team is experienced and
knowledgeable in the IDOT documentation requirements for
the construction of Local Agency federal aid projects
involving multiple funding sources. The team will utilize
their established relationship to better collaborate with
personnel at IDOT District one Bureau of Local Roads and
Streets (BLRS) who oversee the construction of federal aid
projects to provide a worry -free and successful project for
the Village of Mount Prospect, Mike will use his extensive
IDOT BLREtS to collect and organize project data to
effectively complete the necessary "paperwork" and
documentation including grant reimbursement forms. Our
relationship with IDOT District One staff will also assist in
communication and coordination of the work over Northwest
Highway.
C0 ,f I "'l,0m!oi I ,I �, I ,f eI !I I ; ai ink 1I oAc1T,,I Ie A,,,)p ';;ac [ to Cost `„a/II igs
Ciorba's team takes pride in being Construction Engineers and not just Construction Observers. Our services
will not just include observation and documentation, but in coordination with the Village staff we will
continuously apply an initiative -taking approach to any issues that arise during construction. dike Kowalski
and Edgar Alvarado have worked together on other Local Agency and bridge projects and will utilize their
construction engineering experience and knowledge to quickly address all problems that surface and provide
timesaving, cost-effective solutions to the Village of Mount Prospect. Ciorba's focuses heavily on actively
Village of Mount Prospect
Melas-Meadows Pedestrian Bridge
Page 21
pursuing cost saving measures for the project without compromising the final product. Our team prides
themselves in routinely bringing projects for other agencies under budget by making active cost control an
integral part of our project approach.
..........
e s'! g r a d C o i st r u 0 "Teai Af,,,-tfir g as 01 �e
Ciorba's design and proposed construction team have successfully completed
over ten locally funded bridge projects together. This experience has
developed a strong sense of cohesion that will provide the Village with a
team that can manage unforeseen issues effectively and in a timely manner.
The complexity of this project will require such a team. Issues or changes in
field conditions or the prefabrication of items on this contract can influence
various aspects of the bridge including structural, lighting and drainage.
Ciorba's design and construction team will, function as one to quickly develop
solutions to changes and prevent any delay to the contract. In coordination
with the design team Ciorba can develop 3D model and details to check the
horizontal and vertical construction layout of ramps, MSE walls and other
elements of the project. Information collected during the project will be
used to develop a complete set of as -built plans in coordination with the
contractor.
Access and Safety 1,,J,its
Melas Park and Meadows Park attract a large number of residents daily. With the parks to stay open during
construction, safety will be of the utmost importance. Ciorba will work with the Village and the contractor
to develop a site protection and construction access plan that will be utilized and adjusted throughout the
project. To prevent any access through the parks, Ciorba is proposing to install a stabilized construction
entrance off Northwest Highway for access to the Meadows Park work zone and a construction entrance off
the corner of Kenilworth Avenue and Prospect Avenue. Access will need to be maintained to the baseball
field and aquatic center in Meadows Park during construction. Fencing is noted in the design plans, but
Ciorba staff will ensure that the Contractor is aware of this and the need to keep residents safe.
C o L i uction Seqj,,),ei cing %
The project will consist of heavy construction involving means and
A
I . ............................................
methods which need ample space. The challenge on this contract is that
... ............
there is riot an abundance of land within the construction zone. This will
require innovative thinking and planning between Ciorba and the
contractor to property construct the proposed bridge and ramps.
WININ
For example, the ramps North and South of the main span will require a
well thought out plan and sequence of construction. Piers 13, 18, 19, 20
are dual piers supporting a high and a low span at each side. These dual
. . . . .........
piers are unique structures and will need the vertical sections to be
poured monolithically due to reinforcement and the horizontal span
supports to be poured separately: the high pier will be poured first .... .. ........
followed by the low pier to allow for proper bracing and support of the ............................
...............................................
frames with shoring towers. The spans will then have to be poured in
.... . ......
reverse with the tow span first followed by the high to allow better access
U 4'
for the concrete pumps. VA I ION
ecd�or',� "�[ar'i ai id S� i o [D' r a w'! i, i g R e 0 e w High Pier
The main crossing consists of a large, prefabricated steel truss. The
delivery, erection and setting of the prefabricated truss will involve thorough coordination and planning
with the contractor, IDOT and the UPRR to conduct a safe and successful erection. Ciorba will collaborate
with the contractor, to work around the constraints and limit the impact to traffic along the Northwest
Highway and the UPRR. Ciorba's knowledge of the details developed during design will, be very valuable to
N
Village of Mount Prospect
Melas-Meadows Pedestrian Bridge
Page22
our construction engineering staff, the Village, the contractors and other agencies involved. Ciorba's
construction team will have Alexander Durbak, one of our Structural Project Engineers, available to provide
shop drawing and proposed erection plan review. Alex will also coordinate structural support to our
construction engineering team for the needed safety checks during construction and will assist with the
supervision of the execution of the planned construction sequence proposed by the contractor.
Geote6 i ili c a I, hl l g f -leer i, "i g " i- M S E` "%J a I, a i d S r e ad � ootfi,"',�gs
The bridge ramps contain twenty-four piers with spread footing
foundations and extensive MSE walls. Ciorba will work with Soil
and Material Consultants to evaluate existing subgrade at the
excavation for foundations and to oversee compaction efforts at
the MSE Watt lifts. Proper subgrade is essential for structurally
sound spread footing. SMC will also provide material testing
services. Ciorba and Soils and Material Consultants will run Drop
Cone Penetrometer (DCP) tests on all existing subgrade at the
pier footing locations to determine that proper unconfined
strength exists. If poor subgrade is found,
Ciorba's team has all,
obtained the S-33 IDOT Soils and Field -Testing certification and
have the knowledge and experience to provide a remediation
plan to improve unconfined strength through undercuts.
— ---------- ---------------------
r',",a rx
---------------- -------- ------
0
MSE watts are comprised of metallic strips that are embedded
within the backfill to provide tensile strength and stability. To reach that tensile strength, the backfill, must
be property compacted to the design density. SMC will develop a proctor of the backfitt material and utilize
it during fitting operations to test the compaction of each lift and ensure that proper density is reached to
ensure a property built MSE watt is provided.
Letting 1/16/2026
Utility Coordination /Plan in Hand Meeting 1/19/2702i3 1/30/2026
Projec�.: Setup/Pre-Construction Meeting/Shop Drawing Review 2/2/2026 2/27/2026
Start Construction April 2026
ConstrUction Observation 4/1 /2026 1 12/18/2026
Covnplete substantial Construction December 2026
FUnch List 12/21/2026 6/1/2027
JProject Closeout and Material Acceptance 1/11/2027 6/1/2027
W S "I'll."'T 0I Q��11111111BA
We understand how this will be a landmark project for the Village. We at Ciorba value our long-term
professional relationship with the Village and our involvement with this project. Together we can work to
make this project finally come to fruition. If Ciorba is selected, you will work in partnership with staff that
have more than a decade of history of work with the Village.
)eep I'[ h 11t } ranid IIg e d rv,,,aii"n / ppr,o& i� Ciorba's construction team has supported the
design team on this project for over a year, completing constructabitity reviews throughout the design
process. Our design and proposed construction teams have successfully completed over ten locally funded
bridge projects together. We will operate as a unit to address unforeseen issues and prevent delays and cost
overruns during construction.
r1'11�')v(""",11 �i F ac Ilevrcoird of Cost. Sa,hr'tgsCiorba takes pride in being construction engineers rather than just
observers, with a proactive approach to cost control. In close partnership with the Village staff, we will
actively be pursuing cost -saving measures without compromising quality so that your community will receive
tong term value from this signature improvement.
Village of Mount Prospect
Melas-Meadows Pedestrian Bridge
Page23
�L,.� o r, and,111 Coordfiiia'l, r ri ExIl')',(,,'r'ieii ce.:,' Our team has obtained the required railroad
safety training for work in the UPRR Right -of -Way and has established relationships with both UPRR and
MWRD from this and other projects. Our experience with IDOT federal aid project requirements and
established relationships with IDOT personnel ensure smooth coordination across all stakeholders.
C(f:") �ri, p re �hi e ii �,(�"�,,,,te Pubfilc Ciorba has the capabilities to develop a p roj ect-specific
website and e-b[ast system to keep the community informed, significantly reducing the workload on Village
staff by providing direct answers to public inquiries. Our Resident Engineer wiR be always available to
interact with the public and project stakeholders to minimize disruption and ensure safety during
co,astruction.
er:lhinal roir Conn#r X CC,11 iStIl"IL)KAJoir, Chafleii es� Our design and construction teams possess
specialized knowledge for the projects unique elements, including dual pier construction, prefabricated
truss erection, and MSE wall construction. Our sensitivity to bridge aesthetics will translate into attention to
quality of details during construction. The field team will partner with our structural team that developed
the final design to ensure all technical and construction challenges are addressed expertly. We have a track
record in similar infrastructure projects for various municipalities.
..........
Ciorba Group looks forward to continuing our engagement in the delivery of this signature project. We always
took at the Melas-Meadows bridge project as the best suited infrastructure improvement for further
consolidating and growing our long-term professional relationship with the Village of Mount Prospect. We are
committed to providing Phase III engineering services for this project to invigorate the Village and its residents
desire to bike and walk by constructing a safe [ink between Metas Park and Meadows Park. We will offer a
Project Team with the right availability and capacity. Mike and his team will utilize their relevant experience,
persona[ skills, and an initiative -taking approach to provide the services that you deserve.
Village of Mount Prospect
Melas-Meadows Pedestrian Bridge
Page 24
, UIllinois, Department of, Transportation
2300 South Dirksen Parkway I Springfield, Illinois 1627614
April 24, 2025
Subject: PRELIMINARY ENGINEERING
Consultant Unit
Prequalification File
Salvatore Di Bernardo
CIORBA GROUP, INC.
8725 W. Higgins Road
600
Chicago, IL 60631
Dear Salvatore Di Bernardo,
We have completed our review of your "Statement of Experience and Financial
Condition" (SEFC) which you submitted for the fiscal year ending Dec 31, 2023.
Your firm's total annual transportation fee capacity will be $25,600,000.
Your firm's payroll burden and fringe expense rate and general and administrative
expense rate totaling 152.16% are approved on a provisional basis. The rate used
in agreement negotiations may be verified by our Bureau of Investigations and
Compliance in a pre -award audit. Pursuant to 23 CFR 172.11(d), we are providing
notification that we will post your company's indirect cost rate to the Federal
Highway Administration's Audit Exchange where it may be viewed by auditors from
other State Highway Agencies.
Your firm is required to submit an amended SEFC through the Engineering
Prequalification & Agreement System (EPAS) to this office to show any additions or
deletions of your licensed professional staff or any other key personnel that would
affect your firm's prequalification in a particular category. Changes must be
submitted within 15 calendar days of the change and be submitted through the
Engineering Prequalification and Agreement System (EPAS).
Your firm is prequalified until December 31, 2024. You will be given an additional
six months from this date to submit the applicable portions of the "Statement of
Experience and Financial Condition" (SEFC) to remain prequalified.
Sincerely,
Jack Elston, P.E.
Bureau Chief
Bureau of Design and Environment
unt Prospect
Yi�Ylliif�Yii . °Pedestrian.6.=,
CATEGORY
STATUS
Special Services - Sanitary
X
Special Studies- Location Drainage
X
Structures - Highway: Typical
X
Special Plans - Pumping Stations
X
Structures - Moveable
X
Structures - Highway: Simple
X
Location Design Studies - New Construction/Major Reconstruction
X
Hydraulic Reports - Waterways: Complex
X
Structures - Railroad
X
Special Services - Public Involvement
X
Highways - Freeways
X
Structures: Major River Bridges
X
Highways - Roads and Streets
X
Structures - Highway: Advanced Typical
X
Special Plans - Lighting: Complex
X
Hydraulic Reports - Waterways: Typical
X
Special Services - Mechanical
X
Special Studies - Feasibility
X
Special Services - Electrical Engineering
X
Structures - Highway: Complex
X
Special Studies - Safety
X
Location Design Studies - Rehabilitation
X
Special Services - Construction Inspection
X
Special Plans - Traffic Signals
X
Special Services - Surveying
X
Location Design Studies - Reconstruction/Major Rehabilitation
X
Hydraulic Reports - Pump Stations
X
Special Plans - Lighting: Typical
X
Special Studies - Traffic Studies
X