HomeMy WebLinkAbout8.2 Motion to accept proposal for 2020 Water Main Replacement Project4/15/2020 BoardDocs® Pro
Agenda Item Details
Meeting Mar 03, 2020 - REGULAR MEETING OF THE MOUNT PROSPECT VILLAGE BOARD - 7:00 p.m.
Category 8. VILLAGE MANAGER'S REPORT
Subject 8.2 Motion to accept proposal for 2020 Water Main Replacement Project Design and
Construction engineering services in an amount not to exceed $140,004.
Access Public
Type Action
Preferred Date Mar 03, 2020
Absolute Date Mar 03, 2020
Fiscal Impact Yes
Dollar Amount 140,004.00
Budgeted Yes
Budget Source Water and Sewer Fund
Recommended Action Accept the proposal for 2020 Water Main Replacement project design and construction
engineering as submitted by Burns and McDonnell, Inc. of Kansas City, Missouri in an amount
not to exceed $140,004.
Public Content
Information
As part of the 2017 Water and Sewer Rate Study, renewal and replacement of the Village's water mains, fire hydrants,
valves, and other distribution system appurtenances was identified as a high priority. One outcome of this study was an
increase in funding for water main replacement projects. A primary goal of accelerating the pace of water main
replacements is to reduce the life cycle of water mains from an unsustainable 600 years to a more pragmatic 130 years.
2018 was the first year of an accelerated water main replacement schedule supported by new water and sewer rates.
Combined, in the first two years of this accelerated program, the Village has replaced 8,300 feet of water main and
rehabilitated an additional 3,870 feet of water main on Northwest Highway.
The 2020 Water Main Replacement project includes four areas; The 800 and 900 blocks of South Owen Street, 800 and
900 blocks of South William Street and the 600 blocks of South Louis and Albert Streets.
This year, staff seeks to replace 6,000 feet of existing 6" main on Albert Street, Louis Street, Owen Street and William
Street. These sections of water main have experienced multiple breaks within the last ten years. Plans are to abandon the
existing water main in place and install new water main adjacent to the abandoned main. The water main size will be
increased from 6" to 8" to improve flow and pressure. The attached location maps depict the proposed project areas.
Request for Proposals
To design these improvements, staff require technical assistance from a qualified civil engineering consultant. Accordingly,
staff prepared a detailed request for proposals (RFP) necessary to solicit these services. A copy of this RFP is enclosed.
Consulting engineers were asked to submit a technical proposal detailing the firm's background, key personnel, and
approach to the project. In addition, each firm was also asked to submit a separate cost proposal indicating work effort
anticipated and a not -to -exceed fee.
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The required scope of work included topography and field data collection; preparation of plans and bid documents;
meetings and obtaining all necessary regulatory permits.
RFPs were distributed to six (6) local engineering firms and publicized on the Village's Demandstar website.
RFP Results
Nine (9) technical proposals and nine (9) cost proposals were received. Each proposal was evaluated based on the
background of the firm, related project experience, proposed services and scope of work, schedule work effort and
proposal content. Each firm received a point ranking (total points = 100) for each criterion. Table 1 below summarized this
analysis.
Table 1: Technical Proposal Evaluation
Category
Max.
Points
Burns &
McDonnell
Ciorba
Baxter &
Woodman
Robinson
Bono
Applied
Technologies
V3
Hancock
CEC
Background
20
19
19
19
18
17
17
17
17
16
Experience
20
19
18
19
19
16
18
18
18
18
Scope
25
21
21
21
20
20
21
22
21
21
Schedule
15
14
13
13
13
13
13
12
13
8
Work Effort
10
8
8
8
8
7
7
7
6
6
Content
10
9
9
8
8
8
8
8
8
7
Totals:
100
90
88
88
86
81
84
84
1 83
76
The Highest rated firm is Burns & McDonnell of Kansas City, Missouri.
Burns & McDonnell proposal provided numerous examples of successful water main replacement projects similar in scale
and scope as the proposed work. Examples cited water main replacement in the City of Elgin, Chicago and Rolling
Meadows. All references checks indicated Burns & McDonnell performed well. A copy of Burn's technical proposal is
enclosed.
Notably, Burns completed a $4,000,000 transmission main project in the City of Elgin. This project consisted of
approximately 5,900 feet of 20" diameter water transmission main, 5,800 feet of 24" diameter water transmission main,
330 feet of 36" diameter steel casing pipe that was installed by jack -and -bore as required when crossing the Canadian
National Railroad and 345 feet of 42" diameter steel casing pipe installed by jack -and -bore for crossing of a major
highway. All work was completed with a tight timeframe and reference checks indicated Burn's performed well.
In addition, Burns & McDonnell has successfully completed several water and sewer infrastructure improvement projects
for the Village over the course of the past 20 years.
Each firm was asked to submit a cost proposal as well. Table 2 below summarizes staff's analysis of costs.
Table 2: Cost Proposals
Firm
Hours
Total Cost
Cost / Hour
Burns &
964
$127,276
$132
McDonnell
Bono
Consulting,
1,057
$127,636
$121
Inc.
Ciorba Group
1,347
$173,475
$129
Applied
1,432
$183,500
$128
Technologies
Baxter &
1,656
$194,715
$118
Woodman
V3 Companies
1,608
$202,853
$126.
Robinson
1,800
$216,450
$120
Engineering
Hancock
2,550
$218,000
$86
Engineering
Civil &
Environmental
Did not
$270,000
Did not provide
Consultants
provide hours
hours
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The lowest cost proposal was submitted by Burns & McDonnell of Kansas City, Missouri. A copy of Burns submitted cost
proposal is enclosed.
It is staff's opinion that Burns & McDonnell understands the proposed project, has prepared a thorough proposal based on
extensive experience, requested a reasonable fee, and is well qualified to perform the work.
Staff recommends including a 10% contingency in the award for this proposed contract because time spent on
construction engineering and inspection can vary due to circumstances beyond the engineering consultant's control. For
example, contractor delays, material availability and inclement weather are all parameters that can lengthen anticipated
construction time. Inclusion of a 10% contingency ($12,728) will increase the project award from $127,276 to $140,004.
Alternatives
1. Accept Burns & McDonnell's proposal for design and construction engineering for 2020 water main replacement project.
2. Action at discretion of Village Board.
Staff Recommendation
Staff recommends that the Village Board accept the proposal for 2020 Water Main Replacement project design and
construction engineering as submitted by Burns & McDonnell Engineering of Downers Grove, Illinois in an amount not to
exceed $140,004.
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BMcD_Technical Proposal for Village of Mount Prospect Water Main Replacement Project.pdf (5,529 KB)
2020 Water Main Replacement Request for Proposals.pdf (574 KB)
Administrative Content
Executive Content
Motion & Voting
Accept the proposal for 2020 Water Main Replacement project design and construction engineering as submitted by Burns
and McDonnell, Inc. of Kansas City, Missouri in an amount not to exceed $140,004.
Motion by Richard Rogers, second by William Grossi.
Final Resolution: Motion Carries
Yea: William Grossi, Eleni Hatzis, Paul Hoefert, Richard Rogers, Colleen Saccotelli, Michael Zadel
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REQUEST FOR PROPOSALS
Professional Services /
Water Main Replacement Design and Inspection
DATE: December 30, 2019
FROM: Casey Botterman, Water and Sewer Superintendent
Village of Mount Prospect
Public Works Department
RE: Request for Proposal
Water Main Replacement Design and Inspection Services
Your firm is invited to submit a Technical Proposal and Cost Proposal to become eligible for a possible
interview for engineering design and construction management services for the Village of Mount
Prospects, 2020 water main replacement project.
Attached to this memo are:
1. A list of materials and information that should be included with your Technical Proposal and Cost
Proposal (Exhibit A).
2. A general definition of the scope of work and a schedule of dates and requirements for the selection
process (Exhibit B).
The Village of Mount Prospect appreciates your interest in this project. Any questions regarding this
Request for Proposals can be directed to Casey Botterman, Water and Sewer Superintendent with the
Village of Mount Prospect, by phone at 847-870-5640 or email at cbotterman@mountprospect.org.
A cover letter along with a Technical Proposal and Cost Proposal (two hard copies and one electronic copy)
should be forwarded to the following address and received no later than 5:00 p.m. on January 27, 2020.
The Technical Proposal and Cost Proposal are to be submitted in separate, sealed packages clearly marked
Technical Proposal for the Village of Mount Prospect Water Main Replacement Project and Cost
Proposal for the Village of Mount Prospect Water Main Replacement Project.
Mr. Casey Botterman
Water and Sewer Superintendent
Village of Mount Prospect
1700 W. Central Road
Mount Prospect, Illinois 60056
Requirements for Technical and Cost Proposal
Agency: Village of Mount Prospect
Project: Water Main Replacement Project
Your Technical Proposal and Cost Proposal 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.
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. The projected number of hours to complete the project broken down by task and personnel.
e. A project schedule.
5. A separate complete cost proposal broken down by task as described in the General Scope of Work.
Exhibit B
General Scope of Work
Agency: Village of Mount Prospect
Project: Water Main Replacement Project
Summary
The Village of Mount Prospect (Village) is seeking proposals from qualified civil engineering
consultants to prepare plans and specifications for the replacement of estimated 6,000 feet of
water main within the Village -owned potable water distribution system. Desired services also
include solicitation and review of bids as well as construction management and inspection.
Background
The pipe segments that are up for replacement are due to pipe age and water loss from main
breaks, Location such as in between houses and increase in capacity due to planned site
redevelopments.
The Village of Mount Prospect's Capital Improvement Plan allows for 2.4 million dollars in funds
for water main improvements in 2020. This number includes Consultants fees for design and
construction observation.
Problem Statement
The Village seeks a qualified Consultant to provide specified civil engineering services necessary
to let, award, and implement a water main replacement project utilizing contracted resources.
The scope and scale of this proposed project will be limited by available funding.
Project Scope
The consultant will provide professional engineering services and provide, at a minimum, the
following:
Design/Bidding Phase
1. Consultant shall prepare detailed plans and specifications suitable for bidding.
Plans and specifications shall conform to all current Village of Mount Prospect,
Illinois Environmental Protection Agency and Standard Specifications for Water &
Sewer Main Construction in Illinois design criteria.
2. Consultant will make application for and obtain any and all necessary permits IEPA
and/or MWRDGC permits.
3. Consultant will answer and resolve any TEPA and/ or MWRDGC concerns or issues
with design.
4. Consultant shall supply a detailed engineer's estimate of costs for construction of
the project.
5. Consultant shall submit all bid documents to the Village for review and approval
prior to distribution.
6. Consultant shall advertise and solicit bids for the proposed project from qualified,
capable, and experienced water main construction contractors. All prospective
bidders will obtain plans and specifications from the Consultant. (Printing of
documents will be billed at cost to the parties requesting plans.)
7. Consultant shall evaluate bids, check references, verify contractor
representations, and make a written recommendation for award to the Village.
8. Consultant shall assist the Village in assembling all construction contract
documents for necessary for execution of the awarded contract.
Construction Management and Inspection Phase
1. Consultant shall conduct a preconstruction conference with representatives of the
Owner, Contractor(s), Utilities and other interested parties affected by the
proposed construction.
2. Consultant shall provide resident engineers, inspectors, technicians, and
surveyors for the project as follows:
i. Provide a Resident Engineer/Inspector (RE/1) for daily
observation of the work during the construction period to
observe and record construction progress under the general
guidance of the Engineer. On the basis of on-site observation, the
Engineer will keep the Owner informed of the progress of the
work, shall endeavor to guard the Owner against defects and
deficiencies in the work of the Contractors, and may disapprove
or reject work as failing to conform to the contract documents.
ii. Provide one set of construction survey stakes. The projects are to
be staked only once in the field. Any additional staking will be at
the contractor's expense.
iii. Prior to the start of construction, the Consultant shall make a
digital photographic survey of the targeted work zone(s) to
document existing conditions of both public and private
property. The survey shall be conducted at a scale sufficient to
note defects in driveways, sidewalks, structures, and landscaping
in or adjacent to probable construction work areas.
iv. Prepare written daily inspection reports. Reports are to be
delivered to Owner in an electronic format. Digital photographs
documenting work tasks in progress as well as any potential
problems or unusual conditions shall also be included with each
report.
V. Assist the Owner in preparation of any necessary change order
and/or field directives.
vi. Process monthly applications for payment submitted by the
Contractor(s), and forward to Owner with recommendations for
approval and payment.
vii. Assist the Owner with the resolution of inquiries, complaints, or
concerns raised by residents or the public.
viii. Review shop drawings and other equipment/material submittals
as may be required by the contract documents.
ix. Perform a field observation of all completed work before a final
application for payment is processed for the Contractor.
Proposed Schedule
Submit proposals
Jan -2020
select firm
Feb - 2020
award contract to consultant
Feb - 2020
2019 Kick-off meeting
Feb -2020
Submit preliminary plans to Village
Mar -2020
Submit final plans to Village
Apr -2020
Bid Opening
May -2020
Construction
June- Oct, 2020
Substantial completion
Oct - 2020
Post project review
Nov -2020
Village of Mount Prospect
2020 Proposed Water Main Improvements
Estimated Fees for Design Engineering & Bid Phase Services
January 27, 2020
Task Description
Project Senior
Manager Engineer
(17) (13)'
Staff
Engineer
(10)
Project
Engineer
(8)
Subcontractor /
Admin. Expenses'
(7)'
Task
Total
Task 1 - Project Coordination
$
3,211
Kickoff Meeting
2
$
25
$
385
Project Management
6
8
$
1,560
Design Review Meeting w/ Village (1)
2
2
$
25
$
633
Public Neighborhood Meeting (1)
2
2
$
25
$
633
Task 2 - Design
$
369454
Existing Data Review
8
$
992
Develop Scope for Topographic Survey
1
2
$
428
Field Investigation
8
8
$
100
$
11940
Develop Scope for Geotechnical
Investigation
1
2
$
428
Utility Coordination
8
$
848
24
160
$
250
$
24,410
EOPCC
4
8
12
$
2,984
Quality Assurance Review
12
8
12
$
4,424
Task 3 - Permitting Support
$
701
IEPA - Water Main Construction Permit
1
4
$
25
$
701
Task 4 - Bid Phase Support
$
39158
Provide Bid Documents
2
$
248
Pre -Bid Meeting
2
2
$
25
$
633
Bid Assistance
4
4
$
1,216
Bid Opening
2
$
25
$
385
Bid Review & Recommendation
1
2
$
428
Assemble Contract Documents
2
$
248
Total hours 0 64 216 40 8
Hourly Billing Rate $218 $180 $124 $106 $60
Subtotals $0 $119520 $269784 $49240 $480 $ 500 $ 439524
Total Hours 328
Total Fee $ 439524
BURNS Mc..DONNELL
Village of Mount Prospect
2020 Proposed Water Main Improvements
Estimated Fees for Inspection Engineering Services
January 27, 2020
Task Description
FTask
Client Construction.
Manager Manager
(17) (13)
Resident
Engineer
(10)
Project
Inspector Assistant
(10) (7)
Subcontractor 1
Expenses
Task
Total
- Project Coordination
$
19473
Preconstruction Conference
2
2
$ 25
$
633
Project Management
2
8
$
840
Task 2 - Resident Engineering & Inspection
$
759532
Submittal Review
2
8
$
11352
Resident Engineering / Inspection *
40
480
40
$ 2,500
$
749180
Task 3 - Project Closeout
$
69747
Punch List
2
16
$ 50
$
21394
Conforming to Construction Documents
2
8
24
$ 25
$
41)353
Total hours 0 50 514 64
Hourly Billing Rate 218 180 124 124
Subtotals $0 $9,000 $63,736 $79936
Notes:
* RE Based on part-time inspection for 20 hours per week for 24 weeks.
CM based on 2 hours per week for 20 weeks
INS based on 5 working days at 8 hours per day
8
60
$480 $ 29600 $ 839752
Total Hours 636
Total Fee $ 839752
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BURNS IS MICE.DONNELL
Casey Botterman, Water/Sewer Superintendent
Village
1700 W. Central
Mount Prospect, IL 60056
Dear Mr.Botterman-
request
for proposals.
We bring iVillage -
coordinated
rj
pleaseind our submittal in response to your request for proposals.t
either of us if you have any questions.
Randall L. Patchett,Department Manager Stephen Crecler j e r
630-724-3276 1 r t t C urns - ser e a' ur ®corn
1431 Copus Place, Suite 400 Downers Greve, IL 60515
630-724-3200 burns e,eem
Company prolfille
Organizational chart
�Resuimes
MMM lmm�lf
Company profile.
Local Presence & Depth of Staff
Based in Kansas City, Missouri, Burns & McDonnell
has more than 55 offices nationwide, allowing us
to provide innovative, timely and cost-effective
service to clients. With over 7,500 employee -
owners, Burns & McDonnell has professionals
with extensive experience in a wide range of
engineering, construction and environmental
disciplines.
Locally, Burns & McDonnell has been providing
water services to municipal clients in northeastern
Illinois for over 25 years. We have local offices
located in Downers Grove and the City of Chicago
with a combined staff of over 330 professionals. We
anticipate that all of the services in the January 15,
2019, request for proposal will be provided by staff
located in our Downers Grove office. We will call
upon national experience as required.
117111'1� =17,
Burns & McDonnell Engineering Company, Inc.
1431 Opus Place, Suite 400
Downers Grove, Illinois 60515
630-724-3200 1 www.burnsmcd.com
BURNS &MSDON N ELL'
C:3���:�'uC�i i ►I�1�1���
ori
Top Design Firms
Engineering News -Record Midwest (2019)
Top 100 Design -Build Firms
Engineering News -Record (2079)
Top 500 Design Firms
Engineering News -Record (2079)
Construction Management -for -Fee Firms
Engineering News -Record (2019)
Water Supply
Engineering News -Record (2019)
Corporate Structure & Semites
We provide comprehensive services that cover the
full life cycle of a project, finding cost-effective
solutions to meet your specific needs. Our services
cover all markets in the engineering and
construction sectors to bring you and your projects
seamless breadth and depth of knowledge and
skills.
oWater& Transportation o, Commercial, Retail &
Environmental
Institutional
Construction
Manufacturing &
Aviation
Industrial
Governmental, Military
Oil & Gas
& Municipal
Power
lindustry Rainklings & Recoginiftions
Burns & McDonnell has a reputation for providing
qualIt y service and innovative solutions to
clients. Engineering News-Pecord (ENP) ranks
Burns & McDonnell in the top 2 percent of the
leading 500 US design it and the top one-third
of the leading program management firms, design -
build firms, construction management -for -fee firms
and construction ma nag ement-at- risk firms.
�lin 2019, ENR Midwest inaimedA3urns-&-MtDomelt—
No. 2 DesWineir ofthe Yean Also in 2019, 28 of our
specific industry services earned spots in the top 30
in their field in ENPs industry -specific rankings.
FORTUNE
Burns & McDonneH has earned
acknowledgment that calls attentio
goto
our industry leadership and
stability, growth and low turnover,
S
experience and financial strength.
We �have al��peaired on Fortuine
1311 MIN
C 0 M P A N I E S
1.
magaziline's 100 Best Coim�painies
TO WORK FOR@
'to Woirle �Foir 11111stfoir s1ix consecutive
2 0 1 ?
years, rainlkiling No. 82foir 20119.
The Professional Services
Management Journal (PSMJ) has
iioolo"
presented Burns & McDonnell
PS J.
PREMIER AWARD
FOR CLIENT SATISFACTION with the Premier Award for Client
Satisfaction multiple times since its inception.
The award recognizes A/E/C firms that go above
and beyond in client communication, project
delivery performance, and cost-effective solutions
and receive award-winning ratings in key client
service categories. PSMJ, the leading publisher,
trainer and consultancy to the A/E/C industry,
annually conducts an independent survey of
A/E/C service provider clients to determine overall
satisfaction levels in seven categories: helpfulness,
responsiveness, quality, accuracy, schedule
adherence, budget adherence and scope and fees.
Commiltmen'tto Quallity
Delivering quality
work is a cornerstone
of our it Backing
the skills, knowledge
and experience of
our professionals is
our robust Quality
Assurance/Quality
Control (QA/QC)
Program.
Providing the framework
to confirm our project
excellence, our QA/QC Program includes check
and balances based on lessons learned throughout
or more than 11 history and the experience
of our employee -owners. We perform risk reviews
to identify, assess and develop plans to mitigate
risks and create project instructions, which include
scope and responsibilities, schedule and budgets
and project -specific requirements. We build six -
step internal quality reviews into project schedules
that involve regular coordination meetings and
evaluations by experienced professionals at strategic
milestones throughout the design and construction
Commiltmen'ttothe
Village of �Mouin't Prospect
Our mission is "to make our clients successful",
and we accomplish this by developing long-term
relationships based upon mutual respect, technical
competence and responsiveness. Burns & McDonnell
is 100% employee -owned, and our clients tell us they
see our pride of ownership in our work. Over 90%
of our work is repeat business with existing clients,
which demonstrates their level of satisfaction with
Burns & McDonnell has been successfully providing
consulting, design and construction services to
the Village for 17 years. Our proposed staff are
experienced in working with the Village on similar
projects. We keep projects on budget and on
schedule while maintaining effective communication.
We pride ourselves on being qualified and
responsive. We value our partnership and look
forward to continuing to serve the Village of Mount
N
:41
_URNS MISDONNELL' 4D
Project approach &
methodology.
Background
Based upon our review of the December
30, 2019 Request for Proposals (RFP), it is
Burns & McDonnell's understanding that the Village
wishes to engage the services of a professional
engineering consultant to provide design and
construction engineering services for the 2020 Water
Main Improvements Project (project).
The Village is still in the process of determining the
exact areas that will be included in the project.
However, it is known that the project will consist of
approximately 6,000 linear feet of water main
replacement along typical residential streets.
Project Approach
Burns & McDonnell 's approach includes -
Leveraging our unique knowledge of the
Village's water system to meet Village
objectives
Providing quality design services by
implementing best practices gained from
projects we have completed for the Village
and other clients
Delivering a seamless, well -coordinated
project by minimizing public impacts during
construction
After our review of the RFP and our discussions with
Village staff, we understand that the existing water
main in the project area is a 6 -inch water main which
the Village wants to replace with a new 8 -inch zinc -
coated class 56 ductile iron water main. For water
quality purposes, any new water main being installed
in cul-cle-sacs or other dead-end locations should
be
® Our team will look at each location and
identify suggestions for the Village to improve the
flow of water through the water main.
The servicesr it ill include
the preparation of bid documents, permitting, bid
phase services and construction management and
inspection for the installation of new water main in
both project areas.
We intend to do this through proactive project
management and coordination with the Village to
confirm the Village's objectives can be met, project
costs are minimized and an efficient plan to complete
the project has been developed. Clear, concNe
comimunilcatiloin iis our wayto dell'ilverthe project oin
budget and oin schedulle whillle m1lin'iii m1lziii ng limpacts;
tothe pUbllilc. This is critical to the public and
Village Administration's perception of the project.
BURNS N �**,
WDONNELL'
,,
"1" 40
Our approach includes pro -actively resolving the
following key considerations:
Resolution of Key Considerations
The successful design and construction of the
Prgject will present some unique considerations,
The following paragraphs identify and discuss key
considerations for completing the project as well as
how the Burns & McDonnell team intends to manage
and resolve these considerations.
Knowledge of Village's Water System
Burns & McDonnell has recently performed extensive
water modeling for the Village's system which
identified the need for numerous projects needing
to be completed. Our team is currently modeling
specific areas and this information will be used
to determine the water main replacement areas
to be designed under this RFP. In addition to our
experience with modeling the Village's system,
our design and construction teams have extensive
knowledge of the Village's water main requirements
and procedures for notification of residents for water
main shutdowns and their procedures for testing and
disinfection.
Project Kickoff Meeting
It will be very important to have a detailed project
kickoff meeting prior to initiating any project work.
The purpose of the kickoff meeting will be to
establish lines of communication, review the project
scope, document that the Village's objectives have
been identified and discuss the critical path to
meeting those objectives.
Burns & McDonnell will review existing project
documents, prepare a formal request for information
(RFI) for any missing information, and review
permitting requirements prior to the meeting.
Schedule
The design must be fast -tracked to complete the
project during the 2020 construction season®T i ill
be extremely important regarding permitting with IEPA
so that the start of construction is not delayed. This
team can accomplish is®
Cost
Burns & McDonnell recently supported the
Village with development of a Water Main Asset
Management Program and Water Rate Study, so we
understand that this project is one of many water
main projects the Village will be completing in the
coming years. iii iis keyto making suire
the V11i iiimpl1eimen'ttheir pirogiraimthe way
It was linteinded. Simple design decisions can have a
drastic effect on cost. We believe the Village should
be provided with an opportunity to consider these
issues and make data -driven decisions.
Our approach will be to discuss feasible options
with the Village, then design and bid the project
taking Village requirements and preferences into
consideration. Alternates can be included in the
bid which will allow the Village to evaluate different
installation methods and additional scope items;
maximizing the cost-effectiveness of the project.
For example, we understand that the Village
has an existing water main leak on the main that
passes under Weller Creek on Emerson Street
south of Berkshire Lane. While the Village has
been able to isolate the leak without impacting
service to residents in this area, they need to
get this 300 -feet of existing water main either
replaced or rehabilitated so it can be restored to
use. This section of water main could potentially
be rehabilitated by lining the existing water main.
Reviewing the as -built drawings for this main will
be critical to determining the feasibility of this
N
BURNS WDON N ELL' 4P
Our design team will evaluate costs early in the
project in an effort to see if this additional work can
be included in the overall project. Please note that
we have not included any costs for the design and
construction engineering required for this work.
Utility Coordination
Utility conflicts can result in significant delays
during construction. The Burns & McDonnell team
will initiate coordination with the various utility
companies immediately upon receiving a Notice to
®T i ination begins with submitting
a design -stage JULIE locate followed by contacting
each utility company in the vicinity of the project to
request copies of their utility atlases. The next step
in this coordination is to share Preliminary Plans
with each utility so that they can better evaluate
the project's impacts upon their facilities. This team
has used this approach in numerous communities,
including the Village, with great success.
Permitting
The proposed improvements will require that
permits be obtained. We anticipate that permitting
coordination will be required with the following
regulatory agencies- the Illinois Environmental
Protection Agency (IEPA). There may be other
permits that will need to be acquired based on the
Village's final decision of the areas to be included in
the project. One of our tasks will be to immediately
evaluate each of the selected areas to verify if
any additional permits will be required and notify
the Village of our findings. We have excellent
relationships with the IEPA and are confident that
these relationships will result in timely permit reviews
and issuance.
Environmental Impact
Burns & McDonnell will coordinate with the Village
to determine if there are any known or suspected
environmental impacts in the project area. We
will review available environmental databases
that contain records of known or suspected
environmental impacts.
As a part of our proposal, we will assist the
Village with developing a scope of work that
the Village can use to obtain proposals from
geotechnical engineering firms. This scope of
work will include recommendations for pavement
cores and soil borings as well as pH testing and
additional sampling and testing required per CCDD
regulations. This scope will also include direction on
completing either an LPC 662 or 663 form based
on the results of the testing. IBuirins & McDoininell! �has
over 60 einviii iiin our �Dowineirs
Grove officethat cain assist ii iif ineeded.
Water,, Sanitary Sewer and
Natural Gas Services
Based on our experience and initial field
reconnaissance, the potential exists for existing
water, sanitary sewer and/or natural gas services
to conflict with the proposed water main. The
design will need to consider minimizing the impact
to the sanitary sewer services and water services,
especially if tts installation methods are used.
Sanitary and water service adjustments and details
will be incorporated into the project as required.
Coordination with the gas company early in the
design phase of the project will be completed to
make sure that conflicts are identified and managed.
Maintenance of Traffic
As the anticipated project areas are expected to be
typical residential streets, we do not anticipate
needing to develop detailed Maintenance of Traffic
plans for this project. Based on the locations of the
existing and proposed water main, we will include
the appropriate IDOT traffic control details in our
plans to provide the contractor with direction on
how to protect the public and the work zone during
construction activities.
BURNS S MSDONNELU 4P
Construction Staging
The project areas will require careful considerations
of the construction staging. The primary focus will
need to be on maintaining driveway access for all of
the residents on a daily basis as well as confirming
that sidewalk access is maintained on one side of the
road and two legs of each intersection at all times. In
addition, special care must be taken to avoid
damage to the existing parkway trees. This is
extremely important to the Village who takes
significant pride in being awarded the Tree City
Award for the 34rd consecutive year.
As a part of the requirements for this project, we will
create a construction staging plan during the design
phase to address these concerns.
In addition to public meetings, Burns & McDonnell
will support the Village by providing up to date
information for the Village's website as well as
Village issued newsletters. This was done as a part of
the Isabella Drainage Improvements project and was
very successful at keeping the public informed as to
the progress and upcoming schedule of construction
Prior to the start of construction on the project, we
will require a detailed project schedule from the
contractor that includes construction sequencing
and identifies when work elements will be initiated
and when they are expected to be completed by
street and/or geographic locations. Two-week look
ahead schedules will be requested to compare
construction progress to the initial project schedule
and identify work planned in the next two weeks.
Based on the schedules provided by the contractor,
letters will be prepared and submitted to each
resident and business owner to inform them of
anticipated construction impacts. These letters
will be hand delivered and will include anticipated
construction impacts, access limitations and
resident engineer and construction manager contact
information. This coordination will be vital to the
numerous businesses along the project.
In addition to the letters, Burns & McDonnell
personnel will be highly visible and available at
the project sites for interaction with all concerned
project stakeholders. If requested, and with
authorization from the Village, Burns & McDonnell
will schedule a specific meeting time with an
affected party to answer questions and mitigate
concerns related to the project.
Preconstruction Videotaping
Preconstruction videotaping should be completed
with sufficient time for the Village and the resident
engineer to review the video. It is recommended
that the contractor and resident engineer both
be present during the videotaping to verify the
appropriate information is recorded for each project
® Properly documented existing conditions will
assist in mitigating potential construction related
issues between the contractor, the Village and the
public both during and after construction.
activities.
BURNS N WDONNELL' 0
Scope of services.
Desligin Einglineeirling & Blid Rhase SeirVices
Task 1: Project Coordination
®1 Iiiclkoff Meetiling Coordinate and conduct a
project kickoff meeting to introduce key project
team members, review the scope of work,
objectives, information and coordination that
will be required.
® Piroject Mainageiment Complete project
management and administration tasks.
1® Desiin ReVilew Meetiling Conduct one project
status meeting with the Village to review the
design prior to submitting for permit(s).
1® Cooirdilinate Geotechinilcall linves'ii ga'ii oin Assist
the Village with developing a scope of work for
the geotechnical investigation and review the
report generated by the Village's consultant.
® Publlilc Neilghborhood Meetiling Coordinate
and conduct one public meeting for all project
® Meet with Village staff to review the
presentation prior to the meeting.
Task 2..,w Design
®1 Exilstiling Data Revilew Request and review
existing data pertinent to the project. This
is anticipated to include as -built drawings
provided by the Village, site development
plans, sewer televising videos completed by the
Village and other information.
® Topogiraphic Survey Assist the Village with
developing a scope of work for them to obtain
pricing from a surveying it
® Filelld linvestilgatiloin Identify existing conditions.
Perform detailed surface investigation of water,
storm sewer and sanitary sewer structures.
® Utiflilty Cooirdilinatiloin Contact JULIE and request
maps of existing utilities located on and near
the project site. Review for potential conflicts
and identify mitigation measures.
® Mallinteinaince of'Tiratfilc Identify required
IDOT traffic control details for inclusion in the
engineering plans.
® Preparation of Coinstiructiloin 1311d Documents
Develop project plans consisting of the
following- 1) plan and profile drawings of
the project areas; 2) water main layout; 3)
construction details; 4) construction staging
plan.
Develop specifications, considering Village
procurement requirements, general conditions,
bid documents, insurance requirements,
performance bonds, etc. Documents will
conform to Village, IEPA, IDOT and Standard
Specifications for Water & Sewer Main
Construction in Illinois requirements as
applicable. Effort to make bid documents
compliant with third- party financial aid
requirements is not included. Submit up to
three (3) hard copies for Village review.
® Eing1lineeir's Op'lliniloin of Pirdb6blle Coinstiructioin
Cost (EOIPCQ Submit for Village review.
® Quallilty Assuiraince ReView
Complete quality review.
Task 3: Permitting Support
Cooirdlinate wilth Perrin'll't Ageinc1les Prepare and
submit the following permit applications. Permit
application fees are not included in this proposal.
P- IEPA - Water Main Construction Permit.
Task 4- Bid Phase Support
Pirovilde 1311d Documents Electronic copies of the
final issued for bid documents will be made available
to prospective bidders in PDF format for a nominal
® Bidders will be able to purchase hard copies of
the documents at printing cost.
Attend and Cooird'ilinate One (1) Pire-1311d Meet1ing
Prepare meeting agenda and meeting notes.
Pi Ilidding Asslistaince Review bidder
questions and requests for clarification, respond
to questions in writing and prepare addenda as
BURNS 1% MISDONNELL: 0
necessary.
Attend and Cooirdl Iiid Qpein1ing.
Bild ReVilew and Recommendation Review and
evaluate bids for completeness, develop and review
bid tabulation, verify contractor representations,
check references and make a written
recommendation for contract r®
Asseimbile Coins,tiructiloin Contract Docuimeints for
execution of the awarded contract.
Construction Managemen't & Inspection
Task I.- Project Coordination
Pireconstiructiloin Conference Coordinate, attend
and conduct one Preconstruction conference
with representatives of the Village, contractor,
utilities and other interested parties affected by the
proposed construction. Prepare meeting agenda
and meeting notes.
Piroject Management Complete project
management and administration tasks.
Task 2.,w Resident Engineering & Inspection
SulbimIt lReVilew Review shop drawings and other
equipment/material submittals as may be required
by the contract documents.
Resildeint Eingilineeiriling Provide a resident engineer/
inspector (RE/1) for observation of the work during
the construction period to observe and record
construction progress under the general guidance
of the engineer. For the purposes of this proposal,
Burns & McDonnell is assuming that the selected
contractor will construct all of the underground
utility work on one project area prior to
commencing construction on the other project area.
Based on this assumption, we will provide a part-
time resident engineer with a part-time construction
inspector to cover the concrete and asphalt work on
one project area while underground work is being
started on the next. Should the selected contractor
choose to staff the project with multiple crews
and work in both project areas simultaneously,
we will evaluate the schedule and the subsequent
impacts on our budget and let the Village know
immediately if there will be any issues. Based on on-
site observation, the engineer will keep the Owner
informed of the progress of the work, shall endeavor
to guard the Owner against defects and deficiencies
in the work of the contractors and may disapprove
or reject work as failing to conform to the contract
documents.
Other tasks include-
• Prepare written inspection reports. Reports are
to be delivered to Owner in an electronic format.
Digital photographs documenting work tasks
in progress as well as any potential problems or
unusual conditions shall also be included with
each report.
• Coordinate material testing services with the
consultant under contract to the Village for their
roadway program.
Assist the Owner in preparation of any necessary
change order and/or field directives.
Process monthly applications for payment
submitted by the contractor, and forward to
Owner with recommendations for approval and
payment.
Assist the Owner with the resolution of inquiries,
complaints or concerns raised by residents or the
public.
Task 3: Project Closeout
Punch List Perform a field observation of all
compI eted work before a final application for
payment is processed for the contractor.
Coinfoirimiiingto Construction Documents Revise
the original plans in accordance with construction
observation records of the resident engineer,
inspectors and the contractor, and supply the
Owner with one set of as -built drawings in a suitable
electronic format.
BURNS N MSDONNELL: 0
Project team.
Every member of Burns & McDonnell's project team
has extensive experience designing and constructing
water main throughout northeastern Illinois for
municipalities and private sector clients.
Every member of our project team has
experience working on projects similar to
the Water Main Improvements Design and
Inspection project (project) for the Village
of Mount Prospect (Village).
Our team offers the following values:
Employee -owners willing to go the extra it
An enthusiastic and innovative spirit
Proven track record with the Village
Proven record of serving as problem solvers rather
than propagators
100% Commitment to the success of the Village
BURNS N MSDONNELL: 0
Based on the locations that we were asked to model,
we have reviewed available information and have a
strong understanding of the project requirements.
Some of our experience working on the Village's
water system includes,
Randy was involved in developing the Village's
2008 Water System Master Plan and water
distribution system hydraulic I® The Master
Plan specifically noted some of the water main
slated for replacement as part of this project had
experienced considerable main breaks.
Randy supported the Village by developing the
2076 Water Main Asset Peplacement Program.
That study proposed an annual replacement
program and identified the water main on
Prospect Avenue from Maple Street to School
Street as a Priority 4 rating - the second highest
rating indicating a need for replacement.
Randy was part of our team that supported the
Village by developing the 2077 Water and Sewer
Pate
® That is proposed utility rates to
adequately and equitably recover costs fort e
Village's water and sewer utilities.
Since the 2008 Water System Master Plan was
completed, lill1lage's
water systeim usiiingthe hydiraulliic modellfoir
appiroxi'matelly 10 aireasthiroughout,the Villllage.
Evaluations have included assessing available fire
flow, pressure requirements, booster pump station
operating scenarios, water supply alternatives and
options for providing water service to areas the
Village has considered for annexation.
rt has experience in the detailed design
and construction of water main for the Village,
most recently on the 2075 Maple and Evergreen
Water Main Improvements project.
Team Strength
An organizational chart depicting key members of
our project team follows this introduction, along
with detailed resumes of our team members. The
following paragraphs provide a brief description of
our project team.
Project Manager
Randy Patchett, PI ill serve as the project
manager for this project. Randy has 35 years of
experience managing municipal projects. Randy
is well versed in the design of water main and
underground utilities. He will be responsible for
project coordination, project scheduling, budget
maintenance, project design, overall performance
and most importantly, client satisfaction. Randy has
experience in completing multiple projects for the
Village including projects similar to the Water Main
Construction Design and Inspection project.
Design
Steve Crede will serve as the assistant project
manager on the project and as the lead designer.
Steve will work directly under Randy and coordinate
daily design activities. He has extensive experience
with the Village and a strong understanding of
Village requirements. Steve will be supported by
project engineer Caleb ApIker.
Steve Crede will serve as our construction manager.
Inthis role he will represent the Village by
coordinating with the contractor including attending
progress meetings. He will coordinate closely with
Matt Dunlop to make sure the project is constructed
smoothly. He has over 20 years of experience in
designing and constructing municipal water main
projects. Steve has a proven track record providing
construction services to the Village.
Steve's experience with the Village includes
the 2013 Stormwater Improvements project,
the 2015 Isabella Drainage Improvements
project, the 2015 Map/e& Evergreen Water
Main Improvements project and the standby
generator installations at Booster Pump
Stations 11 and 17.
Matt Dunlop will serve as our resident engineer. Matt
has 5 years of experience inspecting municipal water
main projects, as well as construction experience
with the village. Matt was an inspector for the 2015
Isabella Drainage Improvements project.
Caleb ApIker will also serve as our part-time
construction inspector. His role will be to be on-site
during the placing of concrete and hot -mix asphalt
on the first project area while underground work is
commencing on the next project area.
An organizational chart and detailed resumes of
Burns & McDonnell personnel follow this page.
BURNSX �**,
,,M!;DONNELL'
4, 0
Steve Crede Lead Water Main Design Steve Crede Construction Manager
Caleb A p ke r Water Main Design Matt Dunlop Resident Engineer
Caleb Apker Construction Inspector ®i
S
BURNS �&MMON N ELL' 0
o� BS, Civil Engineering
Regil'strations
o, Professional Engineer (IL)
34
Randy Patchett E years of
Project Manager experience
Randy Patchett manages the water and municipal services practice
for Burns & McDonnell's Chicago regional office. He is a senior civil
engineer with extensive experience providing consulting engineering
services on civil, environmental and hazardous waste projects to
municipal, industrial, state and federal clients. Randy's responsibilities
include developing and managing projects involving a wide range
of services in the areas of water, wastewater, stor and flood
management, hazardous/mixed waste management and general civil
works. His experience includes performing investigations, feasibility
studies, computer modeling, global information system projects, master
planning, design and construction management.
Maple & Everqree�n Wate�r Mal[n Improvements I V1111age
of Mount Prospect
Mount Prospect, Illinol"s
011ilein't imainageir. Design of new water transmission mains improving
the Village's ability to fill and drain their elevated tank. The project
included installation of approximately 250 linear feet of 24 -inch
diameter transmission main, 670 linear feet of 18 -inch diameter
transmission main and 160 linear feet of 16 -inch diameter transmission
main. Responsibilities included design of the water transmission main,
coordination with various utility companies, oversight of drafting and
engineering staff and production of construction bid documents.
Eagle Hellghts North Street Rdhablilllltatlo�n & Water
Mal'[n I City of Elgl'un
Elgin, Iffinol"s
PiroJect imainageir. The complete replacement of approximately 13,500
linear feet of 8 -inch water main and water services in the Eagle
Heights North Subdivision in the City of Elgin. The project included the
replacement of all existing curb and gutter, sidewalks and driveway
aprons as well as storm and sanitary sewer and the milling and
resurfacing of approximately 2.5 miles of City streets. Managed in the
project design, structure inspections, sewer televising, and coordination
with the City, contractor, various utility companies and local residents
and businesses.
BURNS 4,MSDON N ELL'
Randy Patchett E
Project Manager
Park StI 'I'I'I'I"ta,t'I'I'oIn & WateIr Mal[n J ClIty of Elgl[n
Elgin, Illinoi's
IN
�Piro I Ject i® The complete replacement of approximately 3,200
linear feet of 8- and 6 -inch diameter water main and water services on
Riverside Drive, College Street and Gifford Street. The project included
the replacement of all existing curb and gutter, sidewalks and driveway
aprons, concrete patching, installation of new storm sewer and milling
and resurfacing of Park Street, College Street, Franklin Boulevard,
Addison Street and Gifford Street. Managed coordination with the City,
contractor, various utility companies, local residents and businesses,
schools and
s®
Blackhawk Urlive Remnstructim & WlldeKl[ng J V11,11age
of Westmont
Westmont, Illinoi's
IN
�Piro I Ject dilirectoir. The reconstruction and widening of approximately
2,500 feet of Blackhawk Drive in the Village of Westmont from Chicago
Avenue to Ogden Avenue. The project included the installation of 12 -
inch diameter PVC water mains and water services, adjusting sanitary
services, installation of a new storm sewer main line with new catch
basins and inlets, installation of new sidewalk and installation of new
street lighting. Role included management of staff performing design
and on-site construction inspection as well as project coordination with
the Village, Illinois Department of Transportation (IDOT), the contractor,
various utility companies and local residents and businesses.
2015 Water Mallin Relplaceirneint J City of Eiglun
Elgin. Illinoi's
Piroject i® Replacement of approximately 3,000 feet of water
main on Elm Street, Standish Street, Woodard Street and Hope Court.
The existing water main had to be replaced in advance of another City
project which was going to be separating the existing combined sewer.
There were many locations where the new water main was lowered
in preparation for the sewer separation project. The project required
coordination with the City, various utility companies, local residents,
® Edwards High School, Metra and PACE. In addition, there was
coordination with other City r®
BURNS X MSDONNELL 0
o� BS, Civil Engineering
Regil'strations
o, OSHA 10 -HR Construction
o, IDOT Documentation of
Caleb Apker 04
Water Main Design/Construction years of
Inspector (Part -Time) experience
Caleb Apker focuses on water, wastewater and stormwater projects
within the field of engineering. As a project engineer, he has played
significant roles in numerous projects in his time with Burns & McDonnell.
These projects include water main design, infrastructure studies, site
development, stormwater and sanitary system assessment and design
and construction management. His experiences have given him valuable
knowledge in key aspects of his field.
2017 Water MaIlin Re�p!aceimeint J Oity of Elg'1111
Mount Prospect Is
1.
Contract Quantities Certified Piroject eing1lineeir. The design and construction of approximately 3,500
NASSCO PACP/LACP & MACP linear feet of new water main ranging in size from 8- to 12 -inches in
Certified diameter to replace existing 6 -inch -diameter water main. The project
also included new valves, it hydrants and new services to private
property and connections to existing water main. Responsibilities
included preparation of plans and specifications for bid and permitting.
WateIr MaihIt RrogIram J V11111age of
Mount Piros�pect
Mount Prospect, Illinoi's
Piro`ect eing1lineeir. An assessment of the Village's water main system
in order to develop an asset replacement strategy for the water
distribution system. A program was developed to indicate quantity,
cost and location of annual water replacement segments. The program
was designed to be updated and evaluated on an annual basis and
become a guide for decisions for annual replacement of water mains.
Responsibilities included analyzing the water main system based on the
selected criteria, creation of the water main replacement program and
preparation of a report outlining the program and project findings.
West Piressuire Zone �- 11-11111ghland Woods I Iins Im Issii o in
Maiiin J Cilty of Elgiihn
Elgin, Illinoi's
PiroJect eing1lineeir for the installation of over 5,500 linear feet of 24 -
inch water main, over 300 feet of which was installed via jack and bore
method beneath an existing railroad. The project included storm sewer
removal and replacement as well as bike path removal and replacement.
Responsibilities included preparation of bid package, CAD drafting,
traffic control design and permitting assistance.
BURNS IKMSDON N ELL' 4D
Caleb Apker
Water Main Design/Construction
Inspector (Part -Time)
Saini'tairy Sewer Rep!aceI irthuir/Rratt 1311vd J E111k
Grove V111111age
Elk Grove Village, Illinoi's
�Piro I Ject eing1ineeir and res'lldent eingilineeir for replacement of 600 feet
of 8 -inch and 10 -inch sanitary sewer. The project location required the
use of trs technology; pipe bursting and jack and bore. The
pipe location required crossing beneath a stream and a railroad. The
project was located near heavily -trafficked industrial sites and required
a lot of coordination with property owners. Responsibilities included
bid document preparation, permit coordination, communicating with
property owners regarding construction activities, and inspection and
documentation of the contractor's work.
Statil'on SN Ground Storage"Tank Re1h6bil'1111tatIon J
Vil'1111age of Mount Prospect
Mount Prospect, Illinoi's
IN
�Piro I Ject eing1ineeir and resident engineer for rehabilitation of a I -MG
ground storage tank in the Village of Mount Prospect. Project included
blasting and rng the interior and spot -blasting and over -coating
the exterior. As interior blasting occurred, it became evident that the
condition of the steel rafters was worse than previous inspections
indicated, so the scope of the project was altered to replace the steel
in the worst condition. This additional work was completed without
significantly affecting the overall project cost. Responsibilities included
reviewing submittals and shop drawings, observing the work for
conformance with the contract construction documents, reviewing
progress and final pay requests prepared by the contractor, reviewing
change orders, notifying the Village of items not in conformance and
providing photo documentation of the project.
TirainsimIssiioin Mail'in linstaIIIIat'i'loin I Newport Oheirniic
De�pot �Reuse Authoril'Ity (NeODIRA)
Vermillion County, Indiana 1
IN
�Piro I Ject eing1lineeir. The design of a new water transmission main that
will serve the Vermillion Rise Mega Park in rural Indiana. The project
includes the installation of approximately 12,150 linear feet of new 24-
inch diameter ductile iron transmission main. Responsibilities included
Civil Engineering
Regil'strations
OSHA 10 -HR Construction
OSHA 30 -HR Construction
OSHA 40 -HR HAZWOPER
Designated Erosion Control
Inspector
IDOT Documentation of
Contract Quantities Certified
Fermil-ab Electrical Safety
o, Fermil-ab Radioactive Safety
zo
Steve Crede years of
Design Lead/Construction Manager experience
Steve Crecle serves Burns & McDonnell as a project manager and
manages construction management services. He focuses on water,
wastewater, stormwater and transportation projects for municipal
clients. Steve has served as a construction manager and resident
engineer on numerous projects providing construction inspection, layout
and project oversight. In addition, he has extensive experience in water
main, storm sewer and sanitary sewer design for land development and
public works projects, using AutoCAD software.
Maple & Evergree�n Wate�r Malihn llmprovemeIms J V1111age
of Momt Prospect
Mount Prospect Is
Constiruction imainageir. Replacement of approximately 2,000 feet of
water main on Maple Street and Evergreen Street ranging in size from 6 -
to 24 -inch ductile it pipe. The existing water main had to be replaced
to correct water pressure issues in the Village. This was determined from
a water system study previously performed by Burns & McDonnell. As a
part of the new water main installation, the Plans had a new connection
to the Village's I -MG elevated tower is required concrete pipe
supports, heat trace and pipe insulation as the connection point was
approximately 4 feet above grade. The project required coordination
with the Village, various utility companies, local residents and
businesses, other Village construction projects and the Police and Fire
Departments which shared a public safety building on the project and
had to have access
/®
Isabella CombIlined Rellief Sewer J V1111age of Mouint
Prospect
Mount Prospect, Illinois
Resident engineer for construction of approximately 17,400 feet
of combined sewer in the Isabella Street area via installation of a
relief sewer ranging in size from 12- to 96 -inches. Project included
replacement of portions of existing curb and gutter, sidewalks and
driveway aprons, as well as sanitary sewer repairs, water main lowering
and the milling and resurfacing of approximately 3 miles of Village
streets. Permits were obtained from IEPA, IDOT, MWRD, IDNR and IHPA.
Project required coordination with the Village, various utility companies
and local residents and businesses.
BURNS WDONNELL' 4D
Steve Crede
Design Lead/Construction Manager
2015 Water M4'lin Relplaceimeim J O'lly of ElqI'iin
Elgin, Illinois
Construction imainageir. Replacement of approximately 3,000 feet of
water main on Elm Street, Standish Street, Woodard Street and Hope
® The existing water main had to be replaced in advance of another
it project which was going to be separating the existing combined
sewer. There were many locations where the new water main was
lowered in preparation for the sewer separation project. The project
required coordination with the City, various utility companies, local
residents, St. Edwards High School, Metra and PACE. In addition, there
was coordination with other City contracts.
Eagle HeIghts Noirth Stireet Rehabli'll'tatibin & Wateir Maiiin
J Clfty of Elglm
Elgin, Illinois
Resilden't
® The complete replacement of approximately
13,500 linear feet of 8 -inch water main and water services in the Eagle
Heights North Subdivision. The project included the replacement of
all existing curb and gutter, sidewalks and driveway aprons as well as
the replacement of some storm and sanitary sewer and the milling
and resurfacing of approximately 2.5 miles of City streets. The project
required coordination with the City, contractor, various utility companies
and local residents and businesses.
Pairk StiI'I''1'1"ta,t'I'I'oin & Water Mall'in J Cilly of Elgliin
Elgin, Illinois
Resilden't III® The complete replacement of approximately 3,200
linear feet of 8- and 6 -inch diameter water main and water services on
Riverside Drive, College Street and Gifford Street. The project included
the replacement of all existing curb and gutter, sidewalks and driveway
aprons, concrete patching, installation of new storm sewer and milling
and resurfacing of Park Street, College Street, Franklin Boulevard,
Addison Street and Gifford Street. The project included coordination
with the City, contractor, various utility companies, local residents and
businesses, schools and museums.
BURNS &MSDON N ELL' 10
o� BS, Civil Engineering
Matt Dunlop
Resident Engineer,
05
years of
IV
experience
Matt Dunlop has experience in both design and construction of water -
related projects. His educational background provided him with the
knowledge needed for the design of a variety of project types including
collection, treatment and transmission and distribution. Matt has
construction experience with projects involving the installation of water
BA, Engineering Physics main, storm sewer, sanitary sewer and force main systems. During his
construction experience, he has successfully resolved conflicts that
I�t io in s were discovered in the field. Matt also holds the interpersonal skills
Engineer -in -Training required to communicate and coordinate effectively with the contractor,
IDOT Documentation residents and the Owner. He has the IDOT Documentation Certification
Certification of Contract necessary to work as an inspector for IDOT projects.
Quantities
OSHA 10 -HR Construction West Piressuire Zane Coininectiivilty - H11gh1and Woods
Transmil'st'lan MM[n I CilIty of Elgiihn
Elgi"n, lifinol"s
Field engineer for the installation of 5,700 linear ft. of 24 -inch diameter
ductile it water transmission main along Coombs Road and U.S.
Route 20. This project was the second of two phases to increase
water flow and water quality for the southwest area of the City's West
Pressure Zone. Both phases were required to fill gaps in the City's
water transmission mains that resulted from developments that did not
move forward. The project included utilizing jack and bore installation
for crossings of Coombs Road and U.S. Route 20. The project also
included replacement of existing driveway culverts, driveway aprons,
and bike path pavement. Permits had to be obtained from the IEPA,
IDNR, IHPA, and Kane County. Responsibilities included inspection
and documentation of the contractor's work. The project required
coordination with the City, various utility companies, and local residents
and businesses.
2017 Water Mailhn Re�p!acement I 011ty of Elgilh
Elgin, 11finol"s I
Project engineer for a water main replacement project including
approximately 2,400 linear ft. of new 8 -inch water main and pavement
patching. This project required coordination with the City, local
businesses, and various utility companies. Responsibilities included
permitting support, preparation of the design plans, specifications, bid
documents, and cost estimate.
BURNS `MSDON N ELL'
Matt Dunlop
Resident Engineer
2015 Wate�r Mailhn Improvements J V1111age of Mount
Pros�pect
Mount Prospect Is
,, Iffin o"
Project engineer for a water main replacement project including
approximately 1,350 linear ft. of new water main ranging in size from
24 -inch as well as a connection to an existing elevated tank. This
project required coordination with the Village, local businesses, and
various utility companies. Responsibilities included permitting support,
preparation of the design plans, specifications, bid documents, and cost
estimate.
West Pressure Zane Comnect'11411ty - �Bowes �Road
Transmil'ssil'an Maiihn J 01ty of Elgiihn
Elgin, Illinoi's
Field engineer for the installation of 5,600 linear ft. of 20 -inch diameter
ductile it water transmission main along Nesler Road. This project
was the first of two phases to increase water flow and water quality
for the southwest area of the City's West Pressure Zone. Both phases
were required to fill gaps in the City's water transmission mains that
resulted from developments that did not move forward. The project
included utilizing jack and bore installation for crossings of Nesler
Road, Canadian National Railroad, and Fitchie Creek. The project also
included replacement of existing driveway culverts, driveway aprons,
and bike path pavement. Permits had to be obtained from the IEPA,
IDNR, IHPA, Kane County, Plato Township, and Canadian National
Railroad. Responsibilities included inspection and documentation of the
contractor's work.
Isabe1h DraImage Improvements J V1111age of Mount
Pros�pect
Mount Prospect, Illinois / 2015
Field engineer for the separation of approximately 15,000 ft. of
combined sewer in the Isabella Street area via the installation of a relief
sewer ranging in size from 12- to 96 -inch. In addition, the project also
included catch basins, manholes, lowering water main, reconstructing
MWRD junction chambers, and site restoration. While utilizing normal
open cut method, the new relief sewer was installed across two state
highways. The existing combined main on Isabella Street was removed
and replaced while maintaining the flow with bypass pumping.
Responsibilities included providing inspection and documentation of
the contractor's work.
BURNS &MSDON N ELL' ID
Village of Mount Prospect lMount lProspect, II1-
Burns & McDonnell completed the Water System
Master Plan for the Village of Mount Prospect in
® As a result of water modeling performed as
part of that study, Burns & McDonnell identified
multiple areas in the Village where there were
water quality and water service issues. These areas
were then worked into the Village's S -year capital
improvement program. The latest project to come
out of this effort is the Maple & Evergreen Water
Main Improvements.
The project consisted of the design and construction
of approximately 2,500 linear feet of new water main
ranging in size from 4- to 24 -inches in diameter. In
addition, the project included a new connection to
the elevated tank on Evergreen Avenue. The tank
had previously been filled with an existing 6 -inch
water main. The elevated tank now has a 24 -inch
service connection. The connection to the elevated
tank includes a 24 -inch butterfly valve in a valve
vault, a 20 -foot deep 7 -foot diameter vault, 24 -inch
flanged piping and a pressure transmitter in a vault.
The project also included the removal and
replacement of portions of the curb and gutter,
sidewalk and driveway aprons as well as pavement
patching on multiple streets. Coordination with
the local residents and businesses, the Illinois
Department of Transportation (IDOT), the Northwest
Suburban Municipal Joint Action Water Agency
(NSMJAWA) and the Village was required.
Project scope and deliverables included the final
plans, specifications, cost estimates, permitting,
utility conflict resolution, soil testing and analysis,
Clean Construction Demolition Debris certification
and bidding assistance. Burns & McDonnell provided
the construction services.
.pURNS MONNELU
Mh &M 4D
Project Statistics
Client Name I Village of Mount Prospect
Construction Cost I $1m5M
E
Project Reference
Sean Dorsey, Director of Public Works
1700 W. Central Road
Mount Prospect, Illinois 60056
847-870-5640
SDorsey@mountprospect.org
Project Team
Client Manager: Randy Patchett
Project Manager/Lead Engineer: Joe
Darlington
Construction Manager: Steve Crede
Village of Mount Prospect lMount lProspect, IIL
Burns & McDonnell provided design and
construction services to the Village of Mount
Prospect for the Isabella Combined Relief Sewer.
In July 2011, the Village was devastated by a 500 -
year storm event that resulted in wide spread
flooding throughout the Village as well as significant
property damage. Burns & McDonnell was hired to
conduct a comprehensive study encompassing the
entire Village to assess local flooding and combined
sewer problems. This project addresses one portion
of the Village's flooding issues.
This is a combined relief sewer improvements
project requiring over 17,000 linear feet of sewer
ranging in size from 12- to 84 -inches in diameter.
These improvements will improve the capacity of
the system from less than a 2 -year level of service
to a 25 -year level of service. In addition to sewer
improvements, approximately 15,000 linear feet of
asphalt roadway, curb and gutter, driveway aprons
and sidewalk was removed and replaced. Due to
the size and depth of the new sewer, there were
numerous locations where the existing water main
had to be relocated which required an IEPA permit.
Project limits intersected with Illinois Route 83 and
US Route 12, requiring coordination with the Illinois
Department of Transportation (IDOT) and highway
Project Statistics
Client Name I Village of Mount Prospect
Construction Cost I $1m5M
Project Team
Project Manager: Randy Patchett
Resident Engineer: Steve Crede
Lead Design Engineer: Joe Darlington
Construction Inspector: Matt Dunlop
Claus Dunkelberg: QA/QC
Services Provided
Design Phase Services
Construction Phase Services
Design & Post Construction Sewer
Modeling
Permitting
Survey
Bidding Services
Public Relations
Material Testing
CCDD Coordination
permits. In both cases, permits were obtained
to open cut
® 83 and Rte. 45 which required
significant staged traffic control.
BURNS MISDONNELL: 4D
In addition, significant coordination with IDOT was
required as Rte. 45 was milled and resurfaced at the
same time as the construction of the Isabella Project
and IDOT also performed a miscellaneous pavement
patching project on Rte. 83 at the same time as the
Isabella Project. The coordination allowed all three
projects to proceed seamlessly.
The sewer system conveys combined runoff through
two Metropolitan Water Reclamation District of
Greater Chicago (MWRDGC) junction chambers.
The dry weather flow discharges in the first junction
chamber at the intersection of Isabella Street and
US Route 45 into an MWRD interceptor. During wet
weather flows, there is a weir wall in the first junction
chamber that when it overflows, discharges to a
collecting structure for MWRDGC Drop Shaft No.
3, requiring a Watershed Management Ordinance
permit.
Construction was performed in an area that was
mixed residential and commercial/business. The
project had impacts to existing restaurants, a
bank, automotive maintenance businesses, a home
improvement store, and a business condo complex.
Coordination with residents and commercial
property owners was a top priority throughout
the design phase and continued throughout the
construction phase. Burns & McDonnell met on-
site during design with each resident that reported
impacts with the flooding in 11® Multiple public
meetings were held during the design of the project
to keep residents informed. During construction,
Burns & McDonnell assisted the Village with
maintaining a project website and submitting
monthly newsletters to all property owners in the
Isabella Drainage Basin. In addition, there was a
weekly email blast that was sent to anyone in the
Village that signed up for this update.
Project design scope and deliverables included the
final plans, specifications, cost estimates, permitting,
utility conflict resolution, soil testing and analysis,
Clean Construction Demolition Debris certification
(CCDD) and bidding assistance. Burns & McDonnell
provided construction management services to the
Village for this project.
Construction phase services included full-time
resident engineering consisting of acting as the
liaison between the Village and the contractor,
coordination with residents and production
schedules, observing work for compliance with the
contract documents, review of materials testing
reports and shop drawings, maintaining a daily field
book that documents number of crews, equipment
and individuals on-site and daily quantities of
work completed. Services also included review,
recommendation and processing of pay requests
and change orders.
BURNS N �**,
WDONNELL'
,,
"I" 4D
DRAINAGE IMPROVEMENTS imm HAITLEN, LAWRENCE & LOUNQUIS W:
Village of Mount Prospect � Mount Prospect, 11- 1
Burns cDonnell provided design and construction
services to the Village of Mount Prospect for the
2013 Drainage Improvements project, located in the
Hatlen Avenue, Lonnquist Avenue and Lawrence
Lane neighborhoods. In 2011, Burns & McDonnell
conducted a comprehensive study encompassing
the entire Village to assess local flooding and
combined sewer problems®T i ject addressed
one portion of the Village's flooding issues.
This project consisted of the design and construction
of approximately 5,700 linear feet of storm sewer
ranging in size from 12- to 54 -inches and in three
separate neighborhoods. Existing storm sewers
were either removed or abandoned and replaced
with new sewers capable of conveying the 25 -year
rainfall event. Several street inlets were removed and
replaced to help reduce surface flooding. A 300 -
foot, 12 -inch sanitary sewer was also replaced due to
poor existing condition.
In addition to sewer improvements, approximately
4,700 linear feet of asphalt roadway, curb and gutter,
driveway aprons and sidewalk were removed and
replaced. Sewer improvements were also located in
multiple resident sideyards where easements were
necessary. Coordination with local residents was a
top priority for the duration of this project.
Project design scope and deliverables included the
final plans, specifications, cost estimates, permitting,
utility conflict resolution, Clean Construction
Demolition Debris (CCDD) certification and bidding
assistance. Burns & McDonnell also provided
construction management services through final
.pURNS MISDONNELU
Mh 4D
Project Statistics
Client Name I Village of Mount Prospect
Project Reference
Sean Dorsey, Director of Public Works
1700 W. Central Road
Mount Prospect, Illinois 60056
847-870-5640
SDorsey@)mountprospect.org
Project Team
Project Manager: Randy Patchett
Construction Manager: Steve Crede
Lead Design Engineer: Joe Darlington
Survey Services
Design Services
Permitting
Bidding Services
Construction Phase Services
Material Testing
UZI,
City of Chiicago, IL
Burns & McDonnell has a Master Consulting
Agreement (MCA) with the City of Chicago's
Department of Water Management (CDWM) to
provide construction engineering services. As a part
of the MCA, Burns & McDonnell was contracted
to provide a resident engineer and a construction
inspector to oversee the replacement of existing
water main by City of Chicago in-house crews.
On a yearly basis, CDWM uses in-house crews to
replace existing water main throughout the City.
As a part of this program, the City has broken the
entire water main system into grids and focuses on
replacing the mains in specific grids annually. The
City uses State Revolving Funds to cover the costs
of this program.
Burns & McDonnell was responsible coordinating
with the City foreman, administration of the City
crews, technical aspects of construction and quality
of
® Our resident engineer was responsible
for the oversight of 2-4 City crews at any point in
Project Statistics
Client Name I City of Chicago
Construction Cost I $1M
Project Team
Construction Manager: Steve Crede
Construction Inspection
time. As the resident engineer for this program, and grade for water main installation, coordination
Burns & McDonnell was responsible for reviewing with residents, business owners, schools and
the plans and specifications, ordering of all water hospitals for shut downs, sending daily and
main materials, obtaining all required permits, semi-monthly reports to the City, maintaining all
coordination with utilities and local police and fire project documentation, providing Conforming to
departments, reviewing traffic control, providing line Construction Drawings and project closeout.
BURNS ,,MMONNELL'
M//ffA'ffff1 MUSIGH/1 W0001m; MZ1191AINVAI �Mmff
C �i -t y o f IE I g ii in I g ii in, I �L
Burns & McDonnell provided design services to
the City of Elgin fort 2014 Neighborhood Street
Rehabilitation, Combined Sewer Separation and
Water Main. The design services an in January
2013®T is total project encompassed 25 streets
within the City of Elgin's Lord Street Basin. Due
to the size of the overall project, the City chose
to break the actual construction into phases that
could be more easily managed. The 8th phase of
construction was the 2018 Neighborhood Street
Rehabilitation - Woodard/Standish.
The project consisted of the design and construction
of approximately 3,000 linear feet of 8- and 12 -
inch water main with 22 gate valves in vaults 10 fire
hydrants to replace existing 4- and 6 -inch water
main to improve water quality and water flow as
well as provide better coverage for it protection.
The project also included 2,300 linear feet of new
storm sewer ranging in size from 12- to 24 -inches in
diameter. The proposed storm sewer was to remove
all wet weather flows from the existing combined
sewer to alleviate issues with basements flooding
during large storm events.
In addition to the new storm sewer,
Burns & McDonnell had all of the existing combined
sewer televised during the design of the overall
rjc® A portion of the existing combined sewer
along Locust Street and West Chicago Street was
found to be in need of repair. Based on the condition
of the sewer pipe, it was determined that 2,100 linear
feet could be repaired using cured -in-place pipe
(C I P
}®
The project also included the removal and
replacement of the curb and gutter, sidewalk and
driveway aprons as well as the reconstruction of 0.75
miles of roadway on Standish Street, Holly Street,
.pURNS WDONNELU
Mh 4D
Project Statistics
Client Name I City of Elgin
Construction Cost 1 $4,000,000
Project Team
Project Manager: Randy Patchett
Design Lead: Joe Darlington
Construction Manager: Steve Crede
Project Engineer: Caleb Apker
mul "IMUZON, R1111MIMP 'V!0111'6
Design Services
Construction Phase Services
Permitting
Material Testing
Survey Services CCDD Coordination
Gertrude Street and Jewett Street. Coordination
with the local residents and businesses, St. Laurence
Catholic Church and School, PACE and the City was
required.
Project scope and deliverables included the final
plans, specifications, cost estimates, permitting,
utility conflict resolution, soil testing and analysis,
Clean Construction Demolition Debris certification
and bidding assistance. Construction is set to being
in March 2018 and is scheduled to be completed in
October 2018. Burns & McDonnell is providing the
construction engineering services.
I
BURNS,*�*,,,MSDON N ELL'
City of Elgin Elgin, II1-
Burns & McDonnell provided design and
construction phase services to the City of Elgin
for the Standish/Elm Neighborhood Street
Rehabilitation, Combined Sewer Separation and
Water Main. Design services began in January 2013.
This total project encompassed 25 streets within the
City of Elgin's Lord Street Sewer Basin. Due to the
size of the overall project, the City chose to break
the project design and construction into phases
that could be more easily managed. Part of the fifth
phase of construction was the 2017 Water Main
Replacement.
The project consisted of the design and construction
of approximately 3,500 linear feet of new water main
ranging in size from 8- to 12 -inches in diameter to
replace existing 6 -inch -diameter water main. The
project also included new valves, fire hydrants and
new services to private property and connections to
existing water main. The proposed water main in this
project being done for two purposes: 1) to improve
water quality and service in the subdivision; and 2)
to eliminate conflicts between the existing water
main and the future storm sewer as a part of future
combined sewer separation phases.
Project scope and deliverables included the final
plans, specifications, cost estimates, permitting,
utility conflict resolution, soil testing and analysis,
Clean Construction Demolition Debris certification
and bidding assistance. Burns & McDonnell provided
construction engineering services.
m-hURNS �**,,,MSDONNELU
Project Statistics
Client Name I City of Elgin
Construction Cost 1 $800,000
Project Team
Project Manager: Randy Patchett
Design Lead: Joe Darlington
Design Engineer: Caleb Apker
Construction Manager: Steve Crede
City of Elgin lElgin, II1-
Burns & McDonnell provided design and
construction phase services to the City of Elgin
for the 2014 Neighborhood Street Rehabilitation,
Combined Sewer Separation and Water Main. The
design services began in January 2013. This total
project encompassed 25 streets within the City
of Elgin's Lord Street Basin. Due to the size of the
overall project, the City chose to break the actual
construction into phases that could be more easily
® The third phase of construction was the
2015 Water Main Replacement project.
The project consisted of the design and construction
of approximately 3,000 linear feet of new water
main ranging in size from 6- to 12 -inches in diameter
with approximately 150 linear feet of casing pipe
ranging in size from 10- to 18 -inches. The proposed
water main in this project was being installed for two
To improve water quality and service in the
subdivision
To eliminate conflicts between the existing water
main and the future storm sewer as a part of future
combI ned sewer separation phases
This contract had to have all of the new water main
installed, tested, chlorinated and services connected
no later than May 29, 2015. This was to verify that
all of this water main work would be completed
in advance of the 2015 Neighborhood Street
Rehabilitation - Elm Street, which was scheduled for
construction in 2015. In addition to the tight deadline
for completion, this work also had to be closely
coordinated with St. Edwards High School as school
will still be in session while much of this work is being
performed and vehicular and pedestrian traffic must
be maintained.
m-hURNS DONNELU
Project Statistics
Client Name I City of Elgin
Construction Cost I $1M
Project Team
Project Manager: Randy Patchett
Design Lead: Joe Darlington
Construction Manager: Steve Crede
The project also included the removal and
replacement of portions of the curb and gutter,
sidewalk and driveway aprons as well as pavement
patching on multiple streets. Coordination with
the local residents, schools, PACE and the City was
required.
Project scope and deliverables included the final
plans, specifications, cost estimates, permitting,
utility conflict resolution, soil testing and analysis,
Clean Construction Demolition Debris certification
and bidding assistance. Burns & McDonnell provided
the construction engineering services.
I
BURNS,*�*,,,MSDON N ELL'
C ii -t y o f IE I g ii in I g ii in, I IL
The City of Elgin's West Zone Connectivity project
provided capacity, looping redundancy, water quality
and general operational improvements throughout
the City's West Pressure Zone. Two connections
were made as part of the project: the Bowes
Road Transmission Main (south) and the Highland
Woods Transmission Main (north). The Bowes Road
Transmission Main was the most critical component
to provide needed improvements to allow housing
developments in the area to continue.
The Bowes Road Transmission Main project
consisted of approximately 5,900 feet of 20 -inch
diameter water transmission main. Approximately
330 feet of 36 -inch diameter steel casing pipe
installed by je was required for crossings
of the Canadian National Railroad and Fitchie Creek.
The Highland Woods Transmission Main consisted of
approximately 5,800 feet of 24 -inch diameter water
transmission main. Approximately 345 feet of 42 -
inch diameter steel casing pipe installed by jack -and -
bore was required for crossings of Coombs Road
and US Route 20.
Burns & McDonnell first completed topographic
survey of the entire project area, prepared
construction bid documents including plans
and specifications, and developed several
engineer's opinions of probable costs for the City.
Burns & McDonnell also provided assistance in
obtaining the following permits: Elgin Township
Approval; Illinois Department of Natural Resources
(IDNR) - EcoCAT Review; Illinois Department of
Transportation (IDOT) - Utility Crossing Permit -
Illinois Environmental Protection Agency (IEPA)
- Water Main Construction Permit- Kane County
- Utility Permit; Kane-Dupage Soil & Water
Conservation District - Soil Erosion & Sediment
Control Plan; and Plato Township Approval.
.pURNS M51111130NNELU
Mh 4D
Project Statistics
Client Name I City of Elgin
Construction Cost 1 $4,000,000
Project Reference
Eric Weiss, Sr. Engineer - Utilities
150 Dexter Court
Elgin, IL 60120
847-931-6159
weiss—e@cityofelgin.org
Project Team
Project Manager: Randy Patchett
Staff Engineer: Joe Darlington
Construction Manager: Steve Crede
Topographic Survey
Design Services
Permitting
Property Appraisal
Easement Acquisition
Bid Phase Services
Resident Engineering
The project required obtaining a license agreement
from Canadian National Railroad. Permanent and
temporary easement agreements from several
affected property owners were acquired. Bid phase
services were provided.
Burns & McDonnell provided resident engineering
services during construction, which included Clean
Construction Demolition Debris (CCDD) certification,
full-time construction inspection, and processing
contractor's request for information (RFIs), pay
requests and change order requests. Construction of
the Bowes Road Transmission Main was completed
in 2016. Construction of the Highland Woods
Transmission Main was completed in 2017.
I
BURNS,*�*,,,MSDON N ELL'
, li-M
TOT
sBURNS
Village of Mt. Prospect
MDNNLL
Water Main Replacement Design and Inspection
Activity Name
Qriginal
Start
Finish,'2020
Duration
Feb Mar Apr May
Jun Jul Aug Sep Oct Nov Dec ,
Design Consultant Contract Award
0 04 -Feb -20
Notice to Proceed
0 10 -Feb -20 O
Kick-off Meeting
1 12 -Feb -20 12 -Feb -20
Prepare and Submit Preliminary Plans to Village
23 13 -Feb -20 16 -Mar -20
Site Visit/Structure Inspections
4 13 -Feb -20 18 -Feb -20 11
Prepare and Submit Preliminary Construction Cost Estimate
7 06 -Mar -20 16 -Mar -20
Prepare and Submit IEPA and MWRDGC Permit Applications 1 16 -Mar -20 16 -Mar -20
Prepare and Submit Final Construction Cost Estimate
P
24 17 -Mar -20 17 -Apr -20 Q
P
Prepare and Submit Final Plans to Village
---------------
24 17 -Mar -20 17 -Apr -20 Q
---- ---------------------
IEPA Permit Review and Approval
60 17 -Mar -20 15 -May -20
Bidding and Bid Opening
11 24 -Apr -20 08 -May -20 0
Bid Evaluations and Construction Contract Document Assembly 10 11 -May -20 22 -May -20 0
_
Contract Award
---------------,-------- 0----------,I
0 19 -May -20
-----------------------,I --------------------
Construction NTP
0 26 -May -20 O
Construction
86 02 -Jun -20 01 -Oct -20
Substantial Completion
0 01 -Oct -20
Punch List
21 02 -Oct -20 30 -Oct -20 ---------------------,
D
Final Completion
0 30 -Oct -20
O
MOW
swig M,
Post -project Review & As -built Drawings
20 02 -Nov -20 30 -Nov -20
0
Project Complete
0 30 -Nov ---20
O
Page 1 of 1
Date
Revision Checked Approved
09 -Jan -20 Proposed Schedule 01/09/2020 SP
BURNS MMONNELL°
BURNS M�DONNELL..
CREATE AMAZING.
1431 Opus Place, Suite 400
Downers Grove, 11L 60515
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