HomeMy WebLinkAbout8.5 Motion to accept proposal for 2021 Cured-In-Place-Pipe Sewer Lining Project Construction Engineering Services in an amount not to exceed $74,154.30.Item Cover Page
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Mwbubject Motion to accept proposal for 2021 Cured -In -Place -
Pipe Sewer Lining Project Construction Engineering
Services in an amount not to exceed $74,,154,30.
Meeting February 16, 2021 - REGULAR MEETING OF THE MOUNT
PROSPECT VILLAGE BOARD -
':Iscal Impact truc
lbollar Amount $74f 154-3Q
W,
m)udget Source Water and Sewer Enterprise Fumi
o ry CONSENT AGENDA
Type Consent
In the current budget, funds have been requested to continue combined and
separate sewer system repairs utilizing the cured -in -place -pipe (CIPP) process.
This process entails rehabilitating existing sewer main segments by inserting a
cured -in-place (CIPP) liner inside a host pipe segment. This method is more cost
effective than open -cut excavation and far less disruptive. The Village has
successfully utilized this process since the late 1970"s. Attached is a map denoting
previously lined sewers.
Combined sewer repairs were identified during the review of the Combined Sewer
System Evaluation Study (CSSES) completed in 2015.
Separate sanitary sewer repairs were identified by an ouse sewer televising
program. Staff utilizes a closed circuit teleon camera to inspect the de of
sewer mains. This work is a required component of the Inflow and Infiltration
Control Program (IICP) promulgated by the Metropolitan Water Reclamation
District of Greater Chicago (MWRDGC).
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A two (2) year contract to install CIPP was awarded to Hoerr Construction of
Goodfield, IL at the March 17,, 2020 Village Board Meeting. 2021 is the second
l of work authorized •
• effectively • • •err's work, and assure end-productquality, specific
technical skills and experience are required. Specifically, technical monitoring of
the pipe - •' r • • •' material core/r• •
successfullyanalysis, and post -construction video review are some tasks required to
prosecute project. Staffprepared detailed request forproposals
(RFP) necessary to solicit these services. A copy of the RFP document is attached.
Consulting engineers were asked to submit a technical proposal detailing the
background, personnel, and approach t• the project. In addition,
firm was • asked to submit a separate• proposal • . • work effort
anticipated and a not -to -exceed fee. The required scope of work includes 20,000
linear feet of pipe ranging in diameter of 8" to 27" and an installation cost of
$1,300,000.The locations of the proposed r r • - • • in this year's
project scope are depicted on the attached map.
RFPs were distributed from the Village to three (3) engineering firms with
txpertise in the construction- !r • of sewer• • of cured-
in-placepipe lining. The RFP was also posted on the DemandStar bid/RF�,'
• house website; five downloaded the RFP from- •
F,T�FPJ :TTMP
• (2) technical proposals • two (2) cost proposals w- - - -• out of eight
(8) firms in possession of the RFR The RFP response rate is impacted by the
specific nature of the proposal requirements; not every firm can produce the work
asked of this project. Each proposal -• based on the background •
the firm, related project experience,, proposed services and scope of work,
schedule workeffort and proposal • -received . point ranking
(total points = 100)• each -ria. Table 1 below summarized this analysis:
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Table 1: Technical Proposai
Category
Max, Points
Baxter & Woodman
Thomas
Engineering
Background
20
19
16
Experience
20
20
10
Scope
25
25
22
Schedule
15
14
13
Work effort
10
8
8
Content
10
8
4
Totals:
100
94
73
The highest rated firm was Baxter & Woodman of Crystal Lake, IL.
Baxter & Woodman has performed this type of work for the Village for the past
five (5) years. They have performed exceptionally well and understand the
expectations of the Village. All references were relevant and indicated that Baxter
&Woodman performed well.
In addition, Baxter & Woodman has successfully completed several engineering
projects for the Village in the past. These projects include the replacement of
Booster Pumping Station #4 motor control center
,, sewer flow monitoring, sanitary
and combined sewer spot repair projects, Lincoln Relief Station rehabilitation,, as
well as design and construction observation for our 2018 water main replacement
project.
Each firm was asked to submit a cost proposal as well. Table 2 below summarize
staff's analysis of costs. I
Table 2: Cost Proposal:
Firm Hours Total Cost Cost /Hour
Thomas 649 $56,212,50 $87
Engineering
KI
Baxter & 464 $67,413 $145
Woodman
Staff's estimate • cost is $66,300. This total includes 442 hours • • at an
anticipated rate of $150/hour. Typically, each liner should require at least 4 hours
of observation totaling 292 hours. Additionally, reviewing both pre and post CCTV
!• of each segment will require 110 total • An additional 40 • •
work is expected for project management and submittal reviews.
The lowest cost proposal was submitted by Thomas Engineering Group (TEG). The
firm also included a 10% fee discount reducing their total by $5f215. A copy of
TEG's cost proposal is attached.
It is the opinion of staff that TEG understands the project, but proposes to staff
the work with less skilled and experienced personnel than Baxter & Woodman.
In their technical proposal, TEG provided several references for water main
replacement projects and street resurfacing projects. However, no references for
cured -in -place -pipe lining (CIPP) were listed. A copy of TEG"s technical proposal is
?ttached -
Staff contacted TEG after their proposal was submitted to ask for relevant
references. The firm responded with four (4) additional references of which only
• included a significant • • cured -in -place -pipe lining (3000 LF).
Staff also inquired about the specific CIPP experience of the engineer proposed for
this project. TEG responded that their proposed employee had 15 years of
experience on a variety of projects, however, none with cured -in -place -pipe. A
copy of due diligence email correspondence with TEG is attached.
It is the opinion of staff that Baxter & Woodman 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.
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Additionally,, the resident engineer Baxter & Woodman has proposed for the
project has over 30 years of sewer rehabilitation and CIPP lining experience.
Notably, he is certified by the National Association of Sewer Service Companies
(NASSCO) Pipeline Assessment Certification Program. This credential is the
industry standard for pipeline condition evaluation. A copy of Baxter & Woodman's
cost proposal is attached.
Staff recommends including a 10% contingency ($6,741-30) in the award for this
proposed contract because time spent on construction engineering and inspection
can vary due to circumstances beyond the engineering consultantfs control. For
example,, contractor delays, material availability and inclement weather are all
parameters that can lengthen anticipated construction time.
Woodman's
Alternatives
1. Accept Baxter & ide construction observation
the 2021 cured -in-place i i .
2. Action i ion of Village Board.
Staff Recommendation
Staff recommends that t- Village Board accepts the proposal for1 '
Place Pipe Lining Project Construction Engineering Services as submitted by
Baxter & Woodman of Crystal Lake, Illinois in an amount not to exceed
$74f 154.30 (Cost $67,,413 + Contingency $6,,741.30).
ATTACH M E NTS:
Technical Proposal for the Village of Mount Prospect Water Combined and Separate
Sanitary Sewer Lining Project. pdf
2021SEWER_TOBELINED. pdf
B&W—Cost Proposal for the Village of Mount Prospect Combined and Separate Sanitary
Sewer Lining Project. pdf
B&W—Technical Proposal for the Village of Mount Prospect Combined and Separate Sanitary
Sewer Lining Project. pdf
CIPP MAINS TO DATE 2021. pdf
Cost Proposal for the Village of Mount Prospect Water Combined and Separate Sanitary
Sewer Lining Project. pdf
Request for Proposals.pdf
RE Proposal for Combined and separate sanitary sewer lining project.pdf
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TECHNICAL
PROPOSAL
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RELATED EXPERIENCE 16
P R 0 J E C T U N D E R S TA N D I N G A N D A P P R 0 A C H 21
SEPARATE COST PROPOSAL
January 22, 2021
Mr. Casey Botterman
Water and Sewer Superintendent
Village of Mount Prospect
Public Works Department
1700 W. Central Road
Mount Prospect, IL 60056-2229
Re: Technical and Cost Proposal for the Village of Mount Prospect Combined and
Separate Sanitary Sewer Lining Project.
Dear Mr. Botterman,
Thomas Engineering Group, LLC (TEG) respectfully submits the enclosed proposal to the Village of Mount Prospect.
TEG is enthusiastic about the opportunity to work with the Village to provide inspection services for the 2021 sanitary
sewer lining project. We are currently providing sanitary construction inspection services to nearby municipalities
in Cook, DuPage, and Kane Counties.
The Village of Mount Prospect (Village) has planned their yearly program of sanitary sewer lining for combined and
separate services. In 2021, the Village has scheduled roughly 17,668 feet of rehabilitation through means of cured -
in -place -pipelining (CIPP) for services ranging from 8" to 27" including 300 service reinstatements. The Village
is seeking a highly competent and professional engineering firm to perform construction inspection engineering
services for this years' program.
This project fits one of our strongest company skill sets and our most experienced underground utility and
construction management personnel are available for this assignment. The projectteam proposed forthis assignment
is comprised of TEG engineers that have outstanding experience in water main, storm sewer, and sanitary sewer
replacement and rehabilitation projects with roadway rehabilitation. We encourage you to contact our professional
references provided herein.
Currently, TEG is providing construction inspection services for the 2020 Sanitary Sewer Rehabilitation project for
the Village of Indian Head Park. This project includes 2,200 feet of cleaning and televising of 6" to 10" sanitary
sewer as well as the CIPP lining of these sewers. This project also included sealing and adjustment of manholes
at various locations in the Village. Additionally, our team verifies pre -construction and post -construction video to
ensure the appropriate sewer laterals are reinstated.
This submittal includes our firm qualifications, team organization, and understanding of conditions. Our team has
the necessary experience to perform this project successfully and in the time frame desired by the Village. We are
committed to providing service at the highest grade@ which the Village and your citizens deserve.
If you have any questions or require additional information, I can be reached by phone at (847) 847-6181 or by email
at greqb@thomas-engineerinq.com.
Sincerely,
thomas engineering group, lic
41
Gregory A. Benske
Construction Deportment Head
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FIRM INFORMATION
President.-
Thomas
resident.Thomas Gill, P.E.
tomgCdthomas-
engineering.com
708-533-1700
Construction
Department Head.-
Gregory
ead.Gregory Benske
gregb4thomas-
engineering.com
847-847-6181
Municipal
Department Head.-
Kevin
ead.Kevin
VanDeWoestyne,
P.E., ENV SP
kevinv(Pthomas-
engineering.com
847-815-9500
Transportation
Department Head.-
Curtis
ead.Curtis Cornwell, P.E.,
PTOE
curtiscCdthomas-
engineering.com
773-251-7938
238 South Kenilworth
Avenue
Suite 100
Oak Park, IL 60302
762 Shoreline Drive
Suite 200
Aurora, IL 60504
55 West 22nd Street
Suite 300
Lombard, IL 60148
Thomas Engineering Group, LLC (TEG), founded in 2008, is a professional engineering
firm focused on providing planning, design and construction engineering services
to public clients. Entering our second decade of service, our staff boasts substantial
experience in Illinois. We have designed or administered underground infrastructure and
transportation improvements for repeat clients including Oak Park, Arlington Heights,
Fox Lake, Schaumburg, Deerfield, Lombard, Wheaton, Woodridge, Lisle, DuPage County,
Illinois Department of Transportation, and Illinois Tollway.
TEG's headquarters is located in Oak Park, with established offices in Lombard and
Aurora. After 12+ years in business, TEG has grown from 3 employees to 40 across
3 departments: Municipal, Construction, and Transportation. We have been able attract
top-notch engineers and technical staff to provide our clients with unparalleled service
and an innovative approach to engineering. This growth has enabled our company
to continue to provide outstanding service while adding new clients, new staff, and
additional engineering disciplines.
TEG is a Limited Liability Company co-founded and owned by three partners (Thomas
Gill) III, P.E., President; Greg Benske, Principal; Kevin VanDeWoestyne, P.E., Principa/)
since 2008. TEG executive team also includes Curtis Cornwell, P.E., PTOE, Transportation
Department Head; and Sujata Banerjee, MBA, Business Manager. Thomas Engineering
Group, LLC is licensed to practice in the State of Illinois.
TEG owns or leases all of the necessary survey equipment, office equipment and pertinent
computer software necessary to complete any project with efficiency and accuracy.
TEG is capable of utilizing Global Positioning Systems (GPS) and/or Total Station survey
equipment. While our planning, design and field experience is substantial, our teams
always partner with clients and gather the necessary project context to make the best
decisions based on existing conditions. What may have worked well in one particular
situation may not in another; we treat each project as an opportunity to learn and innovate
through partnering with clients and stakeholders.
By understanding the fiscal, environmental and site constraints, the TEG team takes an
ownership approach to identify the most cost-effective solutions for each and every
project. We are confident in our abilities, knowledge, and resources, and know we will be
able to serve the Village in any capacity necessary. TEG provides our clients with the
some dedication to service, expertise, innovation, and value that has enabled us to
serve our clients and concurrently grow our company.
TEG Staff Qualifications: Licenses and Certifications
18
PE
Professional Engineers
1
PLS
Professional Land Surveyor
2
PTOE
Professional Traffic Operations Engineers
2
CFM
Certified Floodplain Managers
2
Certified Arborists
1
CPESC
Certified Professional in Erosion and Sediment Control
1
PMP
Project Management Professional
1
CISEC
Certified Inspector of Sediment and Erosion Control
3
DECI
Designated Erosion Control Inspector
1
RSP
Road Safety Professional
1
MBA
Master of Business Administration
FIRM INFORMATION
Services Provided In -House
Construction and Resident Engineering
• Contract Documentation
• Constructability Reviews
• Public Relations (Project Website)
• Schedule Review
Transportation Planning and Design
• State -led and locally -led Phase I Studies
• Feasibility Studies/Alternatives Analyses
• Intersection and Interchange Design Studies
• Preliminary and Final Engineering
Municipal
• Water Main, Sanitary, and Storm Sewer Design
• Local Roadway and Street Design
• Pavement Preservation and Maintenance
• Sidewalk Preservation and Maintenance
• Site Development and Drainage
• Pedestrian and Bicycle Facilities
• Grant Writing/Funding Assistance
• Municipal Phase 1/11/III Program Management
• Street Resurfacing and Reconstruction
Survey
• Topographic Survey
• Legal Descriptions
• Plat and Deed Research
• Subdivision and ROW Plats
• Section Corner Resets
• Property Boundary Surveys
• Plat of Highways
Stormwater Management
• Hydrologic and Hydraulic Analyses
• Flood Control Projects
• Water Quality BMPs
Environmental
• Tree Survey, Tree Inventory, Tree Risk Assessment
and Mitigation
• Preliminary Environmental Site Assessment (PESA)
• Environmental Survey Request (ESR)
• NPDES Permitting
• Landscape Planting Improvement Inspection and
Documentation
• Construction Administration and Inspection
• Timely Record Drawing Submittal
• Maintenance of Traffic (MOT) and Staging
(Development, Review, Adjustment)
• Streetscape Planning and Design
• Traffic Impact Studies
• Highway Geometrics
• MOT
• Concrete Pavement Maintenance Programs
• Street Condition Ratings
• Sidewalk Replacement Programs
• Plan Reviews and Inspections
• Crack Filling Programs
• Parking Lot Rehabilitation
• Bike Path Resurfacing and Reconstruction
• Storm Sewer Rehabilitation
• Utility Coordination
• ALTA/NSPS Land Title Surveys
• Plats of Easement
• Dedication Plats
• Plats of Vacation
• Construction Layout (Roads, Utilities, Bridges)
• Control Setup
• Detention/Retention/Infiltration Design
• LDS and Drainage Tech Memorandums
• Streambank Stabilization and Realignment
• 404 & 401 Clean Water Act Permitting
(Individual and Regional)
• Selective Clearing of Invasive/Undesirable Species
• Erosion and Sediment Control Inspections and
Documentation
• SWPP Monitoring and Reporting, Herbicide
Application Monitoring and Reporting
FIRM INFORMATION
Below is a list of the clients that TEG has served through a prime contract.
MUNICIPAL
COUNTY
STATE
Arlington Heights
Cook County
IDOT
Aurora
•Phase III
•Programming
Berwyn
(Phase I)
Burr Ridge
DuPage DOT
•Traffic (Phase I/II)
Carol Stream
• Phase I
•Design (Phase II)
Channahon
•Phase III
•Construction
Chicago
(Phase III)
Deerfield
Kane DOT
Elgin
• Phase I
IDOT In -House
Evanston
•Phase II
•Programming
Fox Lake
•Phase III
•Traffic
Glen Ellyn
•Maintenance
Hoffman Estates
LaSalle DOT
•Materials
Indian Head Park
•Phase I
Joliet
Tollway
Lisle
Will DOT
•Master Planning
Lombard
•Phase III
(Phase I)
Morton Grove
•Design (Phase II)
Naperville
•Construction
Northbrook
(Phase III)
Oak Brook
Oak Park
Riverside
River Forest
Schaumburg
Warrenville
West Chicago
Westmont
Wheaton
Wood Dale
Woodridge
FEDERAL
Federal Highway
Administration
• Phase I
• Phase II
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FIRM
ORGANIZATIONAL
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FIRM ORGANIZATIONAL CHART
Thomas Engineering Group (TEG) is well-suited for these projects and is capable of providing the Village with
outstanding service and exceptional value. Our key personnel and Gregory Benske, Construction Department
Head, have outstanding experience with water main improvement projects.
GREGORY BENSKE
JEFFREY KLEIN
P.E.
JOHN GATSES
P.E.
Project Principal: Gregory Benske
Gregory Benske (25+ years exp.) will lead this project for TEG and will serve as the primary client liaison. His
experience with locally and federally funded projects and familiarity with underground construction and rehabilitation
make him an excellent fit for this project, and he and his team are available for this project.
Project Manager: Jeff rev Klein, P.E.
Mr. Klein has over 15 years of experience in municipal roadway and utility design and construction projects. He
possesses extensive experience and knowledge in projects involving the construction of locally and federally
funded roadway improvements. He has administered the design and construction phases of all Capital Improvement
Projects in the community of the City of West Chicago since 2008 and has managed nearly $50M in construction
costs. He is currently overseeing and managing a lining project in Indian Head Park with a similar scope to that of
the services being requested by the Village.
Resident Engineer: John Gatses, P.E.
Mr. Gatses has 16 years of experience in design, inspection, and construction of roadways, bridges, underground
utilities, and other transportation -related structures. Mr. Gatses is an excellent communicator with both the public
and the contractor. He has RE experience on roadway projects for clients including IDOT, CDOT, and Tollway. He
also has extensive knowledge in plan preparation and constructability reviews, construction administration, multiple
agency coordination, and public relations and community outreach. His construction management experience
includes roadway and bridge reconstruction and rehabilitation, ADA upgrades, multi -use path construction, retaining
walls, box culverts, large volumes of earthwork, and erosion and sediment control.
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Mr. Benske has over 25 years of experience involving municipal and highway/
roadway design and construction. He has extensive knowledge in bituminous
and concrete paving, earth excavation, drainage, structural construction, and
signalization. He is responsible for review of design and overseeing multiple
construction projects as senior resident engineer. He has been on award-
winning resident engineering projects.
PHASE 111111, DEERFIELD ROAD RECONSTRUCTION, VILLAGE OF DEERFIELD - Project
Manager. Provided construction inspection services for 2.39 miles of full and
partial pavement reconstruction in the Village of Deerfield and the City of Highland
Park. Work included HMA surface removal and resurfacing, pavement patching,
pavement removal and replacement with full depth HMA and jointed PCC pavement,
combination concrete curb and gutter, storm sewer, cured -in-place pipe lining of
sanitary sewer and water main replacement in the Village of Deerfield, new sidewalk,
bridge resurfacing over the Middle Fork and West Fork of the North Branch of the
Chicago River, and modernization and interconnection of ten traffic signals. The
project also included the replacement of the superstructure for the Deerfield Road
bridge over Berkeley Road and repairs to the Deerfield Road bridges over Union
Pacific Railroad/Old Skokie Highway and US 41.
PHASE 111111, US -12 (RAND ROAD) RESURFACING, ILLINOIS DEPARTMENT OF
TRANSPORTATION - Project Manager/Resident Engineer. Provided the construction
inspection services for the improvement of US 12 (Rand Rd.) Lake -Cook Rd. to Golf
Rd. This 10 mile stretch of roadway was divided into two separate contracts with two
different contractors. Work included pavement patching, Hot -Mix asphalt surface
removal, resurfacing with polymerized leveling binder and HMA surface course, ADA
ramp requirements for curb ramps will be brought up to standard, detector loop
replacement, curb and gutter removal and replacement, frame and grate adjustments,
thermoplastic pavement marking and raised reflective pavement markers.
PHASE 111111, JACKSON DRIVE OVER METRA & ICRR, CHICAGO, ILLINOIS, CITY OF CHICAGO
Resident Engineer. The project included the federally funded $11M Jackson
Drive bridge reconstruction / replacement of a three span steel beam structure on
reinforced concrete piers and vaulted abutments. The structure was in poor condition
and the following improvements were provided: removal and replacement of viaduct
superstructure and bearings, install new foundations, and replace street lighting.
Provided construction coordination with adjacent property owners (Metra Railroad,
ICRR, Art Institute and Chicago Park District). Sensitive issues included coordination
with Metra for work around catenary lines for the South Shore electric transit line, and
coordination with the Art Institute to minimize construction staging issues and reduce
impacts form construction vibration. During the construction startup phase, the
design was modified to incorporate seismic type design joints and bearing systems
to minimize vibration impacts.
PHASE 111111, 1-90 (KENNEDY) EXPRESSWAY/MILWAUKEE AVENUE BRIDGE, CHICAGO,
ILLINOIS, ILLINOIS DEPARTMENT OF TRANSPORTATION AND CHICAGO DEPARTMENT
OF TRANSPORTATION - Resident Engineer. The project included a $3.6M IDOT/
CDOT bridge reconstruction. Resident Engineering services were provided to the
Chicago Department of Transportation (CDOT) for the superstructure replacement
and substructure repair of Milwaukee Avenue over 1-90 and the Chicago Transit
Authority (CTA) tracks. The project consisted of the tunnel repairs and demolition of
the existing deck and beams using nighttime closures on 1-90 to avoid day closures.
This project was unique in that it involved a cooperative effort between IDOT and
CDOT (the design was performed under IDOT supervision, while the construction
management was performed under CDOT). Careful attention and adherence to the
standards of both agencies were performed.
GREGORY
BENSKE
Project Principal
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PHASE U|=|-90(KENNEDY) EXPREsswAYMAToMA AVENUE BRIDGE, CHICAGO, ILLINOIS, ILLINOIS DEPARTMENT OF
TRANSPORTATION AND CHICAGO DEPARTMENT OF TRANSPORTATION -- Resident Engineer. The project included a
$1.4K4 |DDT/CDDT bridge reconstruction. Resident Engineering services were provided to the Chicago Department of
Transportation (CDOT) for the superstructure replacement and substructure repair of Natoma Avenue over 1-90 and the
Chicago Transit Authority (CTA) tracks. The project consisted of the retaining wall repairs and demolition of the existing
deck and beams using nighttime closures on |'QO to avoid day closures. This project was unique in that it involved a
cooperative effort between IDOT and CDOT (the design was performed under IDOT supervision, while the construction
management was performed under CDOT). Careful attention and adherence to the standards of both agencies were
performed.
PHASE III, METRA RECONSTRUCTION OF GROUP 3. TRACK 1 BRIDGES OF THE UNION PACI FIc- NORTHWEST LINE, CHICAGO,
ILLINOIS, METRA — Resident Engineer The scope for this $10M Metra improvement project included the replacement and
rehabilitation of six (6) bridges and track replacement for seven (7) miles of mainline track within the City of Chicago.
PHASE III, US -20 RESURFACING, ELGIN, ILLINOIS, ILLINOIS DEPARTMENT OF TRANSPORTATION—Civi|EngineecTheproject
included $9PN of bridge repairs and resurfacing along 5.95 miles of U.S. Route 20 from east ofWeld Street Road to west
ofShales Parkway inElgin (SN O4G-}OO4 OOO5.00OG.00O7,O217,O21Uand OO17).
PHASE III, SHERIDAN ROAD RESURFACING, EVANSTON°ILLINOIS, ILLINOIS DEPARTMENT OF TRANSPORTATION —Resident
Engineer This $1.2PN project included 0.88 mile resurfacing on Sheridan Road/South Boulevard from north ofJuneway
Terrace to South Boulevard & Sheridan Road to Chicago Avenue in Evanston; full depth pavement; 2.800tons polymerized
HMA surface course, milling; patching; concrete surface removal; detector loop replacement; thermoplastic pavement
marking; mobilization; traffic control and protection. Work onthis project occurred simultaneously with south section of
Sheridan Road from Arthur Avenue tonorth ofJunevvayTerrace inChicago.
PHASE III, SHERIDAN ROAD/SOUTH RESURFACING, CHICAGO, ILLINOIS, ILLINOIS DEPARTMENT OF TRANSPORTATION —
ResidentEngineecThis $1/4yNproject included 1.69 mile resurfacing from Arthur Avenue to north of Juneway Terrace in
Chicago. Work performed utilized daytime closure in highly dense traffic corridor. Construction staged to avoid conflict
with Loyola University start of semester activities. Included 8.200 tons polymerized HMA surface course. PNLx F; 1.020
square yards patching; 3.300 tons polymerized leveling binder (machine method); 29.065 feet thermoplastic pavement
marking; mobilization; traffic control and protection.
LEE ROAD & WALTERS AVENUE JURISDICTIONAL TRANSFER – NORTHBROOK,|LLINOIS—ResidentEngineerforthis $4.2
million jurisdictional transfer project from Cook County to the Village of Northbrook. The project included approximately 1
mile of Lee Road and Walters Avenue from Shermer Road to Waukegan Road. Utility relocations were performed including
appnzxmote|y3OOOfeetof5^gasmein.Theimpnovementsindudedtemponarypavement,fuUdepthpovementremova|
and replacement with bituminous binder and surface course, sidewalk, curb and gutter, landscaped parkway, water main,
and storm sewer. Coordination with |DDT necessary to construct e 48^ storm sewer across Waukegan Road utilizing
only daytime lane closures. Coordination and communication with residents regarding driveway access, tree removals/
rep|aoements, temporary drainage faci|ities, and temporary utility shut -downs was a priority.
PHASE III, STEARNS ROAD CONTRACT 2. KANE COUNTY, ILLINOIS, KANE COUNTY DIVISION OF TRANSPORTATION — Assistant
Resident Engineer This federally funded project included pavement widening and reconstruction consisting of pavement
nemove|, earth excevation, placement of furnished excovotion, railroad bridge and railroad track construction. PCC
pavement median and sidewalk construction, storm sewer installation, retaining wall construction. landscaping, traffic
signal modernization and interconnection, placement of pavement markings and all other incidental items to complete the
work on FAP Route 361 (McLean Boulevard/lL Route 31) at New Stearns Road at McLean Boulevard and McLean Boulevard
at|LRoute 31intersections.
PHASE III, VETERANS MEMORIAL TOLLWAY (1-355) ROADWAY AND BRIDGE REHABILITATION, INTERSTATE 355, ILLINOIS,
ILLINOIS STATE TOLL HIGHWAY AUTHORITY — Project Manager. This $20M Tollway improvement was performed along
the Veterans Memorial Tollway (1-355) between 1-55 and Butterfield Road. Work included pavement patching on mainline
and ramp pavements and HMA overlay on mainline pavement, rehabilitation to existing bridge structures including deck
overlays, joint repair and parapet repair, and installation of new guardrail, concrete curb and gutter, modification to the
median barrier wall, sign replacement, pavement markings, and erosion control.
PHASE III, OPEN ROAD TOLLING (ORT), WAUKEGAN TOLL PLAZA (1-94), WAUKEGAN°ILLINOIS, ILLINOIS STATE TOLL HIGHWAY
AUTHORITY-- Roadway Resident Engineer This $40 million award winning To|kway improvement work consisted of
the conversion ofthe Toll Plaza tothree lanes of open road tolling in each direction including complete removal and
replacement ofmanual toll booths and canopy.
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Mr. Klein isregistered Professional Engineer with over 1Syears of experience
involving municipal and highway / roadway design and construction. He has
extensive knowledge in bridge construction and rehabi|itaton, bituminous
and concrete pevng, earth exoavation, dnainege, structural construction.
lighting and signe|ization. His responsibilities include observation and
documentation of urban and rural roadway and bridge resurfacing and
reconstruction projects.
PHASE 111111, FOREST AVENUE LAFO RESURFACING PROJECT, CITY OF WEST CHICAGO —
Resident Engineer/Project Manager. This roadway improvement included pavement
resurfacing, HMA surface and binder courses, combination curb and gutter, sidewalk,
pavement markings, landscaping, street lighting, rigid conduit and unit duct, and all
other incidental and collateral work necessary.
PHASE UAND U|°WASHINGTON STREET RECONSTRUCTION PROJECT, CITY OF WEST
CHICAGO — Documentation/Construction Inspection Assistance. TEG secured federal
funding on behalf of the City by applying for STP highwayfunding through the DuPage
Mayors and Managers Conference. TEG was hired by the City to provide p|anning,
design, and construction engineering services for this $11PN STP funded pavement
reconstruction project. The project is located on a major thoroughfare inthe City's
downtown business district and required staged construction, detour plans, and close
coordination effort with the residents and businesses along the project corridor. The
project also spanned the Union Pacific and Canadian National Railroads. Planning
efforts included eLife Cycle Cost Analysis ofseveral different pavement maintenance
and rehabilitation strategies, which resulted in a reconstruction determination. The
project also included the reconstruction of intermittent sidewalk, ADA compliant
ramps, curb and gutter, pavement markings and landscape restoration. TEG provided
construction engineering sen/ices, which included documentation of contract
quantities, contractor payment requests, and project closeout.
PHASE 111111, MGNWC (MORTON GROVE-NILES WATER COMMISSION) WATER
SUPPLY IMPROVEMENT PROJECT, MORTON GROVE/N|LES/SKOKIE/EVANSTON, |L
— Resident Engineer Provided sub -consultant construction engineering services
for this $OO million water transmission main project. TEG CM engineers provided
resident engineering semices, project contro|s, as well as inspection support for
key components of this project. The project involved installation of new water -
transmission main over 7 -miles in total length, various water main components, 2 new
ater-tranamisaionmainover7'mi|esintota||ength.veriouawetermaincomponenta.2nevv
pump stations, one in Evanston and Morton Grove, a 90 -foot tall stand pipe, water
and sewer services for the communities, and roadway, sidewalk, and curb and gutter
improvements along the route. The 3Oand 24Inch transmission main isproviding
new water sen/ice to over 50,000 residents of Morton Grove and Niles via the City
of Evanston. Additionally, there was o water mein lining contract to restore existing
water main on the Village of Niles system. Coordination was o hey component in
the progress of the project as there are 11 separate contracts, 5 resident engineers,
and over 15 inspectors involved. TEG's responsibilities included resident engineering
dutiea, contract administration, inspection, documentation, public re|ations, and
coordination with multiple Public Works departments.
PHASE U|°KAUTz ROAD MULTI -USE PATH, AURORA, ILLINOIS, ILLINOIS DEPARTMENT
OF TRANSPORTATION AND CITY OF AURORA — Performed Resident Engineering
services for $461K multi -use path project along Kautz Road from New York Street to
Cheshire Drive and Cheshire Drive to McCoy Drive in the City ofAurora. The new
path provides connectivity to the Waubonsie Lake path system, the path system
along New York Street, and the path connecting to Steck Elementary School. The
project consisted of tree removal, earthwork, embankment construction, aggregate
base construction. HMA bike path, sidewalk instaUation, reinforced concrete
retaining wall construction, bicycle railing installation, signing, striping, tree planting,
JEFFREY
KLEIN
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and landscaping. TEG responsibilities included overall project management and contract administration consisting of
constructability review of contract documents, re -design of path alignment based on feedback from residents, utility
coordination and management, public outreach and coordination, shop drawing reviews, construction layout verification,
construction inspection, documentation, managing multiple fund codes and associated items, coordination with IDOT
Bureau of Local Roads, Traffic, Construction, and Materials.
PHASE III, FREEMONT STREET PARKING LOT, WEST CHICAGO, ILLINOIS, CITY OF WEST CHICAGO - Resident Engineer. This
project consisted of area wide improvements to the parking lot off of Fremont Street located near the heart of downtown
West Chicago. The project included urban reconstruction improvements such as pavement removal, earth excavation,
combination curb and gutter, full -depth bituminous pavement, resurfacing with binder and surface courses, construction
of PCC sidewalks and handicap accessible ramps, electrical service installation, parking lot ornamental lighting, new signs
and sign posts, landscape islands with trees, and parkway landscaping. Other unique features included the removal and
installation of a new trash -receptacle wood enclosure for a local historic business and the installation of removable bollards
along the adjacent Geneva Spur bike path to deter automobile access.
PHASE III, WATER MAIN REPLACEMENT 2019, VILLAGE OF BURR RIDGE - Project Manager. This project consisted of the
installation of approximately 2500 feet of 12", 8" and 6" water main, water main removals, storm sewer removal and
replacement, fire hydrant installation, valve vaults, boring of water main at 2 locations, sanitary sewer replacement, curb
and gutter, sidewalk, PCC and HMA pavements, as well as all necessary landscaping for restoration.
PHASE 111, 2013 STREET RESURFACING PROJECT, WEST CHICAGO, ILLINOIS, CITY OF WEST CHICAGO - Assistant Resident
Engineer. This $370K urban roadway improvement project consisted of Hot -Mix Asphalt surface removal and resurfacing
with Hot -Mix Asphalt level binder and surface courses, as well as intermittent concrete curb and gutter removal and replace-
ment. The project extended for approximately 1.22 miles in the city's Cornerstone Lakes Subdivision and also included in-
termittent partial depth patching for approximately 0.6 miles along Ingalton Avenue, located in the heart of the city's historic
area. Other area improvements included the installation of speed humps throughout the Cornerstone Lakes Subdivision, as
well as full -depth pavement patching, utility frame adjustments, placement of area -wide reflective crack control treatment,
and thermoplastic pavement markings to improve the intersections and school crossings for the local institution nearby.
PHASE III, RIVER ROAD OVER PRAIRIE CREEK, WILL COUNTY, ILLINOIS, WILL COUNTY DEPARTMENT OF HIGHWAYS -
Resident Engineer. This 170' project included removal of the existing concrete slab of the River Road Bridge over Prairie
Creek. The replacement was a concrete slab which included PCC bridge approach connectors, HMA flexible approaches,
replacement of pavement markings, guardrail, and a HMA stabilized guardrail shoulder. The bridge was constructed
under stage construction.
PHASE 111, 1-80 REHABILITATION, INTERSTATE 80, ILLINOIS, Documentation
Engineer for four contracts as a subconsultant:
• 60M63 8.60 miles of milling, patching, resurfacing and bridge repairs at 6 locations on 1-80 from Grundy County Line
to Midland Avenue (Eastbound) in Troy and Joliet Townships (SN 099-0040, 0042, 0044, 0046, 0301, and 0048);
• 60M64 6.40 miles of milling, patching, resurfacing and bridge repairs at 8 structures all on 1-80 from Midland Avenue
to west of US 30 in Joliet, Rockdale and New Lenox (SN 099-0050, 0052, 0056, 0059, 0060, 0062, 0064 and 0066);
• 60M65 8.60 miles of roadway resurfacing, bridge rehabilitation of 7 structures, signing improvements and other work
on 1-80 from Grundy County Line to Midland Avenue (Westbound) (SN 099-0041, 0308, 0043, 0045, 0047, 0302 and
0049);
• 60M66 6.40 miles of milling, patching, resurfacing and bridge repairs to 9 structures all located on 1-80 from Midland
Avenue to west of US 30 (Westbound) in Joliet, Rockdale and New Lenox (SN 099-0051, 0053, 0057, 0058, 0061,
0063, 0065, 0067 and 0054).
PHASE III, VETERANS MEMORIAL TOLLWAY ® ,
ILLINOIS STATE TOLL HIGHWAY AUTHORITY - Assistant Resident Engineer. This $20M Tollway improvement was performed
along the Veterans Memorial Tollway (1-355) between 1-55 and Butterfield Road. Work included pavement patching on
mainline and ramp pavements and HMA overlay on mainline pavement, rehabilitation to existing bridge structures including
deck overlays, joint repair and parapet repair, and installation of new guardrail, concrete curb and gutter, modification to
the median barrier wall, sign replacement, pavement markings and erosion control.
PHASE III, ILLINOIS ROUTE 72 RESURFACING, HAMPSHIRE, ILLINOIS, ILLINOIS DEPARTMENT OF TRANSPORTATION - Resident
Engineer. This project included 2.21 miles of milling and resurfacing on IL 72 from DeKalb County Line to French Road in
Hampshire. It included 1,912 tons polymerized leveling binder (machine method); 2,869 tons HMA surface course, MIX D;
FIRM ORGANIZATIONAL CHART
Mr. Gatses has over 15 years of experience in design, inspection, and
construction of roadways, bridges, and other transportation -related
structures. Mr. Gatses has an expertise in bridges and structures due to his
extensive experience in construction inspection as well as above and below -
water structural inspection. He has RE experience on roadway and bridge
projects for clients including IDOT, CDOT, and Tollway. He also has extensive
knowledge in plan preparation and constructability reviews, construction
administration, multiple agency coordination, and public relations and
community outreach. His construction management experience includes
roadway and bridge reconstruction and rehabilitation, retaining walls, box
culverts, large volumes of earthwork, and erosion and sediment control, and
LED lighting upgrades.
PHASE III, GREEN BAY AVENUE RECONSTRUCTION AND E. 84TH STREET NEW
CONSTRUCTION, 2017, CHICAGO DEPARTMENT OF TRANSPORTATION — Resident
Engineer. This project included complete removal and replacement of the deteriorated
Green Bay Avenue between 83rd Street and 86th Street. The new and improved
roadway consists of PCC Base Course, Warm Mix Asphalt (WMA) overlay and WMA
pervious parking lanes. 84th Street was extended through long undeveloped field
from Green Bay Avenue to now intersect with Lake Shore Drive. Improvements also
included PCC sidewalk and ADA ramp improvements, upgrading the street lights to
new LED roadway lights, removing a large concrete retaining wall, earthwork and
rock excavation, embankment construction, non -special waste handling, installation
of new drainage system (including elliptical and box -culvert pipes), installation of new
sanitary sewer, sidewalk installation, driveway replacements, signage, striping, and
trees & landscaping. TEG responsibilities included overall project management and
contract administration consisting of constructability review of contract documents,
utility coordination and management, public outreach and coordination, shop drawing
reviews, construction layout verification, construction inspection, documentation, and
coordination with CDOT, Chicago Department of Water Management (DWM), Illinois
Department of Commerce & Economic Opportunity (DCEO).
PHASE III, DEERFIELD ROAD RECONSTRUCTION, VILLAGE OF DEERFIELD -
Construction Engineer. Provided construction inspection services for 2.4 miles of
full and partial pavement reconstruction in the Village of Deerfield and the City of
Highland Park. Work included HMA surface removal and resurfacing, pavement
patching, pavement removal and replacement with full depth HMA and jointed PCC
pavement, combination concrete curb and gutter, storm sewer, cured -in-place pipe
lining of sanitary sewer and water main replacement in the Village of Deerfield, new
sidewalk, bridge resurfacing over the Middle Fork and West Fork of the North Branch
of the Chicago River, and modernization and interconnection of ten traffic signals.
The project also included the replacement of the superstructure for the Deerfield
Road bridge over Berkeley Road and repairs to the Deerfield Road bridges over
Union Pacific Railroad/Old Skokie Highway and US 41.
PHASE III, DELANY ROAD WIDENING AND RECONSTRUCTION, LAKE COUNTY, ILLINOIS,
LAKE COUNTY DEPARTMENT OF TRANSPORTATION - Assistant Resident Engineer. This
$24M reconstruction consisted of 2.6 miles of Delany Road from Sunset Avenue to
Wadsworth Road in Lake County. The existing two lane roadway was reconstructed
to provide two lanes in each direction and a Two Way Left Turn (TWLT) lane with curb
and gutter and closed drainage system. The project included complete pavement
removal and replacement, retaining walls, multi -use HMA paths, and traffic signal
modernization, light -weight concrete cellular fill, decorative street lighting; new
storm sewers, water main, and culverts; excavation for a 22 acre detention pond and
compensatory storage areas, landscaping and other miscellaneous improvements.
JOHN
GATSES
P.E.
Resident Engineer
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PHASE 111, 2012 MFT STREET REHABILITATION PROGRAM, CITY OF NORTH CHICAGO, ILLINOIS, CITY OF NORTH CHICAGO
— Resident Engineer Provided construction inspection and contract administration services for an annual program to
rehabilitate various arterials through the city. This $500K project consisted of ADA ramp improvements driveway, sidewalk,
and curb and gutter removal & replacement, pavement patching, storm sewer and drainage structure installation and
adjustments, and bituminous grinding and resurfacing. All documentation was completed inaccordance with |DDT'sMFT
requirements. Responsibilities included project coordination with IDOT, City of North Chicago, local business owners, and
residents, construction inspection and documentation, and project closeout.
PHASE III, SECTION C1°20118 -PRESENT, KANE COUNTY DIVISION OF TRANSPORTATION —Assistant Resident Engineer This
$25M project is part of Kane County's Longmeadow Parkway Corridor Improvement, creating a new roadway connecting
Huntley Road toAlgonquin Road. The Fox River Bridge project included construction of a new 4 -span bridge, MSE Walls,
Pedestrian Bridge, detention basins, storm sewer system, roadway, lighting and infrastructure for ofuture tolling system.
Individual responsibilities included project administration, management of staff, sub'consu|tants, budget and schedule,
construction observation and inspection, documentation, construction layout verification, project coordination with Kane
County DOT, Kane County Forest Preserve District, Kane-DuPage Soil and Water Conservation District, IDOT, ACOE, IDNR,
Dundee Township, RE's from adjacent construction contracts, numerous utility companies, and local residents.
PHASE III, STONE AVENUE STATION 2018, VILLAGE OF LAGRANGE—ResidentEngineecThis $1.2M
project included replacement of the outbound platform with architectural detai|ing, platform underpinning, and the
construction of a historic mimic bike shelter adjacent to the inbound platform. Work also included complete replacement
of the park walk -ways with ADA compliant pedestrian access routes. C|P retaining walls with limestone veneer, large -
natural stone retaining walls, and non -special waste handling.
arge'naturo|stonenetoiningwaUs.andnon'specia|wostehand|ing. TEG responsibilities include overall project management
including maintaining o projectweb'site. extensive public outreach and coordination, constructabi|ity review of contract
documents, shop drawing navews, and coordination between the Village of La Grange, Metra, BNSF Railway, Regional
Transportation Authority (RTA), and the Illinois Department of Transportation.
PHASE III, JANE ADDAMS MEMORIAL BRIDGE (1-90) OVER THE Fox RIVER WIDENING AND RECONSTRUCTION,|LLINOIS STATE
TOLL H/GHwAYAUTHORITY—LeadFie|dEngineec This $75N1project involved the reconstruction and widening ofthe Fox
River Bridge in Elgin, |L Part of the Illinois To|kway� "Move Illinois 1) pnzgnsm, it was the largest and most critical project
on the 1-90 corridor. Over the course of three construction stages from 2014 to 2016, the existing 15 -span structure was
removed and replaced with a wider 8 -span structure. This $75M project now accommodates over 100,000 daily vehicles
with four lanes of traffic in each direction. Work performed within the Fox River and coordinated with USACE, IDNR, and
IEPA, consisted of the construction of causeways and cofferdams. The seven proposed piers are constructed on top of
drilled shafts socketed inbedrock. New reinforced concrete abutments sit atop H -piling driven to refusal. The new bridge
superstructureconsistsofastain|essstee|reinforcedconcretedeckand9O^PPCBu|bTBeamsvvithamaximum|ength
of 168'-5". To eliminate longitudinal deck joints, the PPC beams are erected using an innovative gantry system that allows
beams to be set with no cranes and minimal impact to traffic. Soldier pile and conventional reinforced concrete retaining
walls are constructed within each quadrant of the bridge to support the wider roadway. Special attention was given to a
sensitive environmental fen area on the east side of the bridge. After the new 1-90 bridge was constructed, a 660 foot
pedestrian bridge will be erected below the structure so pedestrians can access each side of the river and a multi -use
bike path was constructed linking the pedestrian bridge to the Fox River Trail. Construction management duties for the
project included, but were not limited to, the daily inspection and documentation of work performed by the Contractor(s),
cost control management, construction schedule review and enforcement quality assurance of materials instaUed, and
review and approval ofshop drawings submittals.
PHASE III, TORRENCE AVENUE VERTICAL LIFT BRIDGE REHABILITATION OVER CALUMET RIVER, CHICAGO, ILLINOIS, CHICAGO
DEPARTMENT OF TRANSPORTATION — Assistant Resident Engineer This $25PNrehabilitation also included the temporary
conversion of the adjacent vertical -lift railroad bridge to a vehicular bridge for emergency and restricted traffic use during
the rehabilitation of the main bridge. Improvements included structural member and machinery rehabilitation end/or
replacement as well as electrical, architectural, and mechanical rehabilitation. Responsibilities included monitoring and
documenting the contractor's work activities, weekly erosion and sediment control inspections, processed RFI's, prepared
cornespondence, completed the construction record drawings and addressed issues raised by the Contractor. Work
required daily coordination with CDOT,|DDTand Design Consultants.
RELATED
EXPERIENCE
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RELATED EXPERIENCE 17
Below is a representative list of recent water main projects that have been managed and/or designed by our team
of professionals. Additional projects of each of the TEG project team members can be found in their resumes
included as part of this proposal. In addition, a more extensive list of project experience and details are available
and can be provided upon request.
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Project Name
Client and Location
Water Main Design Length
Annual Water Main Replacement
Village of Burr Ridge
2,928 feet (0.55 miles)
X
X
X
Annual Water Main Replacement
Village of River Forest
2,250 feet (0.43 miles)
X
X
Water Main Replacement Project
City of Wheaton
5,800 feet (1.1 miles)
X
X
X
St. John Neighborhood Street
Cit of EI
y gin
3,960'(.75 miles
3960( )
X
X
X
X
Rehabilitation Project
J
Transmission Main
Village of Lombard
8,300'(1.6 miles)
X
Roosevelt Road Water Main Lining
Village of Lombard
g)
miles
16,000'(3.0
X
X
Pro(Phase 1 and Phase 2
Project J )
Schmale Road Water Main Project
Village of Carol Stream
7,500'(1.4 miles)
X
X
X
X
Transmission Main Study
Village of Hoffman Estates
14,000'(2.7 miles)
X
IL Route 64 Utility Relocation Project
City of West Chicago
8,200'(1.6 miles)
X
X
IL Route 38 Water Main Relocation
City of West Chicago
745'(0.1 miles)
X
X
X
Water Main Projects
Village of Oak Brook
12,000'(2.3 miles)
X
X
X
Lake Street Improvements -
Villa g e of Oak Park
1
1,000'(0.2 miles
000( )
X
X
X
Water and Sewer Project
J
Water Su I Im rovement Pro
pp y p J
Morton Grove -Niles
Water Commission
50 000' 9.5 miles )
(
X
X
X
RELATED EXPERIENCE 18
Annual Water Main Replacement Program
PHASE II/III, VILLAGE OF BURR RIDGE
TEG provided Phase II and Phase III engineering services for this $1.1M annual
water main replacement project for improvements at two (2) locations in Burr
Ridge. The 2019 locations included County Line Road (Cook County), County
Line Lane in the Carriage Way Subdivision, work along the County Line Road/
Carriage Way/N Frontage intersection, and Chasemoor Drive between 79th
Street and Foxborough Drive.
The scope of work included ductile iron and PVC water main installation,
water main abandonment, water service line replacement, new fire hydrants,
horizontal directionally drilled water main, boring and jacking, encasement,
intermittent storm sewer and sanitary sewer service replacement,
driveway replacement, pavement patching, and parkway landscaping. The
total approximate length of the improvement is 2,928 feet (0.55 miles).
Coordination efforts included public outreach to the Carriage Way Subdivision.
Permitting efforts included coordination with the Cook County Department of
Transportation and Highways and the IEPA.
Annual Water Main, Street Improvement, and Alley Reconstruction Program
PHASE III, VILLAGE OF RIVER FOREST
TEG provided Phase III construction engineering services for their
2019/2020 Water Main Program, 2020 Street Improvement Program, and
2020 Alley Reconstruction Program.
The 2019/2020 Water Main Program was a combined $675K water main
replacement program including the installation of approximately 610 lineal
feet of 8" ductile iron water main on Keystone Ave and approximately
140 lineal feet of 12" ductile iron water main on Franklin Ave, along with
installation of water main in casing under the Union Pacific (UP) railroad
tracks.
The 2020 Water Main Improvement Project locations included Thomas St,
Iowa St, and Augusta St, between Thatcher Avenue and Forest Avenue and
consisted of the installation of approximately 1,500 lineal feet of 8" ductile
iron water main.
The 2020 SIP was an $800K MFT resurfacing project that included over
41,000 square yards of hot -mix asphalt surface removal, 1,800 feet of
combination concrete curb and gutter replacement, and over 10,000 square
feet of sidewalk replacement, including ADA curb ramp upgrades.
The 2020 Alley Reconstruction Project, located between Thatcher Ave
and Gale Ave, from Hawthorne Ave to Linden Street. The work included
the reconstruction of the existing alley pavement with a new concrete
pavement and a 3'-4' strip of permeable pavers. Permitting efforts included
coordination with IDOT, the IEPA, and Metropolitan Water Reclamation
District of Greater Chicago (MWRD).
RELATED EXPERIENCE 19
Water Main Replacement Proiect
PHASE II/III, CITY OF WHEATON
TEG provided final design engineering and construction engineering
services for this $2M water main replacement at four (4) separate locations
for construction in 2017
The scope of work consisted of 5,800 feet (1.1 miles) of new water main
installation, water main abandonment, fire hydrant replacement, domestic
water service box and service line replacement, partial storm sewer
replacement, and pavement patching, sidewalk, driveway, and landscape
restoration. TEG provided utility coordination and acquired permits for
construction from the IEPA, IDOT, DuPage County Division of Transportation,
and Union Pacific RR for trenchless installation beneath the railroad crossing.
Project locations included the following:
1. President Street between Wakeman Avenue and Parkway Drive
2. Harrison Avenue between Wheaton Avenue and North Main Street
3. Manchester Road between County Farm Road and Hazelton Avenue
4. West Street between Wesley Street and IL Route 38
Roosevelt Road Water Main Rehabilitation
PHASE III, VILLAGE OF LOMBARD
TEG prepared and submitted a $10 million loan application for Illinois State
Revolving Fund (SRF) Public Water Supply Loan Program (PWSLP) through
the IEPA's Infrastructure Financial Assistance for funding construction and
construction engineering for the Village's 2016-2017 water main projects
which included this one. TEG also served as the Resident Engineer of
construction for the first construction phase of the project, the West Contract.
The first phase of this two-stage projectwas constructed in 2016 and consisted
of the rehabilitation of approximately 7,000 linear feet of distribution main,
ranging from 8" to 12" diameter water main, along IL Route 38 (Roosevelt
Road) from approximately 1200' west of Finley Road to Wisconsin Avenue.
The second phase of the project was constructed in 2017 and consisted of
lining approximately 9,000 LF of water main on Roosevelt Road from Fairfield
Road to Wisconsin Avenue. The scope of work included lining the existing
water main in the Roosevelt Road right-of-way, temporary bypass water main,
maintaining and reinstating services, replacement of valves, hydrants and
fittings, and segments of new water main.
The project required public involvement and staged construction with lane
closures on Roosevelt Road and posted detour routes.
RELATED EXPERIENCE
Schmale Road Water Main Proiect
PHASE 1/11, VILLAGE OF CAROL STREAM
The Village of Carol Stream hired TEG for Phase I, II, and III of the $3.2M
Schmale Road Water Main Replacement Project. TEG's scope of services
consisted of alternatives analysis and determination of the preferred
alignment for removal and replacement of approximately 7,000 feet of old
10" and 12" deteriorated water main with poly -wrapped ductile iron water
main along with new valves and hydrants on Schmale Road (DuPage CH 36),
between St. Charles Road (DuPage CH 7) and Geneva Road, and St. Charles
Road, between Schmale Road and President Street.
The work included PVC water main installation, water main abandonment,
water service line replacement, new fire hydrants, horizontal directionally
drilled water main, boring and jacking, intermittent storm sewer and sanitary
sewer service replacement, driveway replacement, pavement patching,
parkway landscaping, and all incidental and collateral work necessary to
complete the project as shown on the plans and associated bid forms. The
total approximate length of the improvement is approximately 7,000 feet (1.33
miles). This project included 6,216 linear feet of horizontal directionally drilled
PVC water main, 12" diameter.
General ON Enaineerina Services
PHASE I/II/III, CITY OF WEST CHICAGO
TEG provides comprehensive design, planning, programming, cost
estimating, conditional ratings and construction inspection services for
various proactive Capital Improvement Programs. Work includes securing
all applicable permits needed from State, Local and Federal agencies.
TEG serves as the City's engineering liaison on contractual issues during
construction providing construction observation and contract administration
for all CIP surface and infrastructure improvements. TEG provides full-
time inspection of public and private construction projects (sanitary sewer
service, storm sewer service, water service, site grading, pavements, etc.) for
compliance with approved engineering plans and acceptable construction
practices.
General Villaae Enaineerina Services
PHASE I/I I/III, VILLAGE OF INDIAN HEAD PARK
TEG provides comprehensive design, planning, programming, cost
estimating, conditional ratings and construction inspection services for all
Capital Improvement Programs including roadway resurfacing, roadway
repairs and reconstruction, storm water improvements, sanitary sewer
rehabilitation, asphalt rejuvenation, sidewalk maintenance, pavement
marking, and various infrastructure maintenance projects. TEG assists
the Village Administrator and Water and Public Works Superintendents
with implementation of roadway, sewer, and water capital improvement
programs, stormwater management studies, geographic information system
(GIS) atlases, and annual maintenance programs.
20,
� PROJECT
UNDERSTANDING
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PROJECT UNDERSTANDING AND APPROACH 221
Project Understanding
The cured in place pipe process has been successfully used
by the Village since the late 1970's. In 2015 a Combined
Sewer System Evaluation Study (CSSES) was performed and
the separate sanitary sewer repairs were identified during
the Village's television program that is part of the revised
Inflow and Infiltration Control Program (IICP) through the
MWRDGC. The total estimated length of sanitary sewer
lining for this year's program is approximately 17,668 feet per
information provided by the Village. In 2019, nearly 30,000
feet of pipe was rehabilitated at an estimated cost of $1.3
million. It is anticipated that the construction cost for this
years' project will be around $1.0 million.
The proposed sewer lining work will take place at various locations. Pipes have been reviewed and assessed using
the NASCCO standards and have been graded out at 3's and 4's indicating that failures can occur anywhere from
5 years to 20 years.
0 Communicate the schedule and anticipated work activities with Village
0 ,.
disturbanceMaintain safe driveway, vehicular, and pedestrian access,
• Verify that all reinstatement have been performed.
• Avoid damage or
areas.and decorative features in or adjacent to the work
Communication
Our staff, while technically proficient, can also speak and relate to people on anon -engineering level. Our proposed
Resident Engineer, Mr. Gatses, is very relatable and has extensive experience in dealing with contractors and
residents of varying temperments. His years of experience in this area can alleviate unwanted calls and complaints
to the Village.
Digital documentation will be performed prior to work commencing of all potential work areas. While
most of the work will be stages in the street, disturbances within the parkway will likely occur. Having
photographic documentation will alleviate any potential claims for repairs made by the residents.
Pre and post lining video reviews will be key to guarantee that all reinstatements are made.
PROJECT UNDERSTANDING AND APPROACH 231
Proposed Schedule
It is our understanding that the design and permitting is to be completed by the spring 2021 to accommodate the
advertisement and bid opening in May 2021 and construction completion by October 2021. Our team is available
immediately to begin working on the topographic survey, geotechnical investigation, preliminary engineering, and
utility and permit coordination. Early coordination with IDOT, TEPA, MWRDGC, and Union Pacific is critical to meeting
the Village's desired schedule.
Project Milestones
Estimated Duration
Completion Date
Select Consultant
1 Day
January 2021
Award Contract to Consultant
1 Month
February 2021
2021 Kick-off Meeting
1 Day
February 2021
Preconstruction Meeting
1 Day
February 2021
Construction
March - May 2021
Substantial Completion
June 2021
Post Project Review
July 2021
Project Approach
To effectively monitor the contractor's (Hoerr) work quality and assure end -product quality, TEG has assembled a
construction team with members that have substantial relevant experience and are experts in community relations,
sanitary sewer lining, construction staging, and contractor oversight. Our Project Principal, Gregory Benske, has
been administering construction projects in the greater Chicago area for the last two decades. TEG's proposed
construction team has a thorough background and understanding in sanitary sewer lining.
To successfully carry out this project, specific technical skills are required. Namely, liner inversion, observation of the
pipe cleaning process, curing, video review and core lab analysis. TEG is proposing to have our Resident Engineer
oversee all critical portions of the work; this will be a one person project. Our proposed Phase III work effort is
structured accordingly so that a TEG representative is present at all times when work is occurring.
TEG is anticipating that all work is completed in a timely manner with minimal delays. The estimate of person -
hours and associated not -to -exceed cost for Phase III professional engineering services is based on having all
construction completed within the 3-1/2 month timeframe. We suggest that a 10-15% contingency to the engineering
fee be considered because time spent on the project can be affected by weather, contractor delays, material
availability, which are out of our control.
The following scope of engineering services provided herein is based on our current understanding of the Project.
Additional Project specific assumptions are listed below to convey a clear understanding of the target Project and
required services.
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28
PROJECT UNDERSTANDING AND APPROACH
1. Keep an inspector's daily report book in the Village's preferred format appropriate for the project, recording
hours on the job site, weather conditions, general and specific observations, daily activities, quantities placed,
inspections, decisions, and list of visiting officials.
2. Be present whenever the contractor is performing work on-site, associated with the project.
3. Observe the progress and quality of the executed work. Determine if the work is proceeding in accordance
with the Contract Documents. TEG shall keep the Village informed of the progress of the work, and advise
the Village of all observed deficiencies of the work and disapprove or reject all work failing to conform to the
Contract Documents.
4. Serve as the Village's liaison with the contractor working principally through the contractor's field superintendent.
5. TEG will extensively document (via photographs, video and written documentation) the contractors activities.
6. Review contractor's progress on a weekly basis and update the progress schedule. Compare actual progress to
the contractor's approved schedule. If the project falls behind schedule, work with the contractor to determine
the appropriate course of action to get back on schedule.
7. Prepare payment requisitions and change orders utilizing Village preferred forms. Review applications for
payment with the Contractor for compliance with established submission procedure and forward them with
recommendations to the Village.
8. Prior to final inspection, submit to the contractor a list of observed items requiring correction and verify that each
correction has been made.
9. Conduct final inspection with the Village and prepare a final list of items to be corrected.
10. Verify that all items on the final list have been corrected and make recommendations to the Village.
1. Close out project within 30 days after all construction is completed.
2. Review post -lined sewer video to ensure all reinstatements have been completed.
3. Verify that all documentation is completed and that all material inspections and certifications have been
accounted for and are complete.
4. Compile and submit final documentation.
5. Pursue and complete final close-out.
PROJECT UNDERSTANDING AND APPROACH 251
EXHIBIT "A"
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on01nee ring _ group
service at tyre hiighest grade
Estimate of Construction Hours
Base Scope
Project: Village of Mount Prospect - 2021 Combined & Separate Sanitary Sewer Lining
Prepared By: Thomas Engineering Group, LLC
Date: 01/22/21
CONSTRUCTION ENGINEERING WORK
Task Description
Submittals,
Duration, Etc.
Total
Hours
1 Pre -Construction
1
12
- Meetings
- Digital Review of Work Areas
- View Pre -Lining Videos
- Coordination
2 Construction
1
552
- On site Observation
- Communicaton with Village & Residents
- Change Orders/Field Directives
- Shop Drawing Review/Submittals
- Address Public Inquiries/Complaints
- Prepare and Process Pay Requests
3 Post Construction/Closeout
1
22
- Review Post Lining Videos
- Prepare Punchlist/Closeout Documents
- Post Project Review
Tota 1
586
The TEG Team will attend required meetings including the pre-bid conference and bid opening as required by the Village.
September 13, 20117
Mr. Gregory,B ensk e, Pn"neipal
Thomas Engim,eering Grou , LL
p LL
238 Siouth Kienilwort Avenue
Oak Park, 1111nois 603012
Dear Mr.-Benske,
Village of Dearfiield
Public W, orks and En i eering Department
ginII
..........
If you have any questions or need additionalinfonnatioc7)
71-_s(cldeerf
ie.ld.iius,
Sincerely,
Robeft Phillips, P.E.
Deputy Director of Public Works and,, Erigineen*ng
E 465, Elm Street si Deerf ielld, I 11i nois 6001 lephone 847.3,1 T7245 Is Fax 847.37 .1440 m
31
ATTACHMENTA
VILLAGE OF MOUNT PROSPECT
SEWER MAINS TO BE LINED 2021
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MAP INFO AS OF JANUARY "--'
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F:\\\\2021SEWER-TOBELINED..-.---.
2021 Combined and Separate
Sanitary Sewer Lining (CIPP) Project
Village of Mount Prospect
B A X T E OOMAN
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33
COST PROPOSAL
Village lilt Illinois
2021 Combined and SeparateVit ,,,, Lining IPP) Proje
Task Hours Fee Notes
General r ti*1ni r tin
....Attend pre -construction meeting 3 . $ . 450 .
Check/review submittals 2 $ 300
Prepare pay requests/change orders 16 $ 21400
TOTAL GCA 21 $ 3,150
Pre-Constructilon Vildeo Inspections
Video Inspection 70
Review/approve pre -lining videos
8
Review liner thickness calculations
1
Review post -lining videos
8
Review/approve CIPP sample testing
1
Update Annual Combined Sewer
Assessment spreadsheet
2
TOTAL OFFICE SERVICES
20
Field r t n
83 total liners
Mileage allowance
TOTAL OBSERVATION
TOTAL FEE
rl liriifli in i Segiment 1-111iii
8"-18"
.......................................
$ 7,000
$ 11200
$ 150
$ 11200
$ 150
$ 300
$ 3,000
352.75 $ 52,913 4.25 hrs. x 83 liners
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2,021
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$ 67,413
$ 640
BAXTE
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34
MANHOUR ESTIMATE
The estimated manhours for Mount Prospect's 2021 CIPP project are based on the following tasks:
General Construction Administration:
• Attend pre -construction meeting, prepare summary
• Review contractor's schedule
• Check, review, and approve liner design calculations
• Review and approve required submittals
• Confirm compliance with MWRDGC requirements
• Prepare Change Orders as approved by the Village
• Review and process contractor's Pay Requests
• Research and respond to contractor's request for information
• Provide review of warranty and anniversary work by the contractor(s)
• Update the Village's ongoing (annual) spreadsheet for work completed in 2020
• Review post -lining videos
Field Representation:
• Provide part time field representation for the 2021 CIPP projects
• Prepare Daily Reports of the contractor's activity for each working day
• Review and approve pre- and post -lining video inspections
• Provide weekly updates on the status of CIPP project including pre- and post -lining video
reviews, dates lined, as -built quantities, and up to date costs.
• Respond to residents' questions and concerns and provide an acceptable solution
• Collect lining samples from each CIPP installed and review laboratory test results for
compliance with the design parameters
• Provide post -construction inspections to prepare written punch lists and follow-up to confirm
the work is completed to the Village's satisfaction
• Provide review of warranty and anniversary work as needed to assist the Village in enforcing
claim, warranty or guarantee against the contractor(s)
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35
2021 Combined and Separate
Sanitary Sewer Lining (CIPP) Project
Village of Mount Prospect
���»
BART OODMAN
36
January 22, 2021
!AOU-11 �
Mr. Casey Botterman
Water and Sewer Superintendent
Village of Mount Prospect
1700 West Central Road
Mt. Prospect, Illinois 60056
Subject. Village of Mount Prospect - 2021 Combined and Separate Sanitary Sewer Lining
(CIPP) Project
Dear Mr. Botterman:
Mount Prospect continues to make significant progress with rehabilitation of the Village's sewer
system. Baxter & Woodman is looking forward to helping you successfully complete the Village's CIPP
improvements planned for 2021. Project Manager Eric Murauskas, PE, has administered this
program for the Village since its inception, and he is ready to provide construction observation
and contract administration services for you again this year.
Our approach will continue to focus on:
• Cost effective and streamlined construction services based on our extensive knowledge of
your system and delivered by professional staff well versed in infrastructure rehabilitation
projects of all methods, shapes, and sizes.
• National Association of Sewer Service Companies (NASSCO) Certified expertise with
specialized training in Cured in Place Pipe Inspection.
• Proven communication strategies that keep your staff informed, establish relationships with
your residents, address challenges quickly, and keep construction moving forward.
Eric is looking forward to working together with the Village to efficiently implement another round
of infrastructure improvements and bring you closer to your sewer system maintenance goals. Please
contact him at 815-444-3288 or email emurauskas@baxterwoodman.com if you have questions or need
additional information.
Sincerely,
BAXTER & WOODMAN, INC.
CONSULTING ENGINEERS
Sean E. O'Dell, PE
Vice President
AGE
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CONTENTS
FirmInformation.........................................................................4
Approach & Methodology................................................................. 5
Organizational Chart & Key Personnel Resumes ........................................... 7
Related Experience with the Village......................................................10
Additional Experience...................................................................12
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38
FIRM WFORMATION
Established in 1946, Baxter & Woodman, Inc. has grown to a full-service firm of 320+ professionals
who provide planning, design, and construction expertise in water, wastewater, transportation, and
stormwater facilities, technology, mapping, surveying, funding, sustainable initiatives, and more.
Offices located in Illinois, Wisconsin, Texas, and Florida along with several field offices, have been
established to respond quickly to requests for meetings or to visit project sites. Staff members
routinely work out of various office locations in order to provide the specific services and support
our clients require.
Our team offers expert services that stretch well beyond typical engineering consulting. We are
committed to building community value with each and every project we help you complete.
RESPONSIVE PROJECT SUPPORT
Services for the Village's project will be provided primarily from these offices, with
readily available support from other locations, as needed:
8678 Ridgefield Rd. 1548 Bond St., #103 8430 W. Bryn Mawr Ave., #400
Crystal Lake, IL 60012 Naperville, IL 60563 Chicago, IL 60631
Other office locations include:
ILLINOIS: DeKalb, Mokena, Peoria
WISCONSIN: Burlington, Madison, Milwaukee
FLORIDA: Fort Lauderdale, Key West, Orlando, West Palm Beach
TEXAS: Houston
www.baxterwoodman.com
PRIMARY111FACT-8
Erich Murauskasl PE
8678 Ridgefi6dw
Crysta1l Ike, II L 01-
815-4_44-3288
UTILITY REHABILITATION
Conventional or trenchless, Baxter & Woodman is at the forefront of efficient, cost-effective
infrastructure rehabilitation methods.
• Cured -in -Place -Pipe
0 Pipe Bursting
(CIPP) Lining
0 Tunneling or Auguring
• Slip -Lining
0 Directional Drilling
• Spiral -Wound Lining
0 Pilot -Tube Microtunneling
• Spray -On Epoxy Lining
0 Open Cut Repair
• Grouting
0 Point Repair
Baxter & Woodman received recognition
from Trenchless Technology Magazine
as an industry leader in trenchless techniques!
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39
APPROACH & METHODOLOGY
NO TIME OR MONEY WASTED, WE KNOW MOUNT PROSPECT!
Since 2005, Mount Prospect has trusted Baxter &
Woodman to assist with completion of the Village's
annual sewer system improvements. With our
experienced team behind you, the Village will not waste
valuable time and financial resources on a "learning curve."
Project Manager Eric Murauskas, PE, works with the
Village regularly and has the required qualifications and
background knowledge to start your project immediately.
He knows the Village's system conditions and your program
requirements. Our team can quickly build on previous
knowledge and continue on your rehabilitation path.
Full Service Construction Personnel
Since 1946, Baxter & Woodman has provided design
and construction engineering for a variety of municipal
infrastructure projects utilizing both conventional and
trenchless technologies. Our full service construction
department includes degreed professionals and licensed
engineers who are available to assist on projects ranging
from simple layout to complex heavy construction.
Certified Experts in Sustainable System
Rehabilitation
In tune with the Village's commitment to sustainable
practices, our staff is a leader in "green" rehabilitation
methods for underground infrastructure, including sewer
lining. Experience in "trenchless technology" is vetted
with proper certifications from NASSCO. Eric is certified
in NASSCO's Cured in Place Pipe Inspector Training
program, making him the ideal leader for this project.
We Ihave a long I[-� ii iry h6ping the Wklage
reduce II II andproactiv6y maintain y ur sewer
systerri i ref it t it uu ire! h lip h oto aboves[--Iows
spot repairs being nstru n Route
during your 2 1.1. ire Ih 16 kation prograrn.
Creating Local Relationships with Your Residents
Positive communication with residents is important for
project success. Our construction services staff take a proactive approach while in the field, and
frequently receive notes from residents regarding their courteousness, their attention to resident
needs, and effective communication skills. Eric has assisted Mount Prospect with these services
annually for many years, and he has established relationships and lines of communication with both
the Village and your residents. You can rest assured that your improvements will move forward as
planned and any challenges will be addressed quickly by Eric in the field.
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Projected Number of Hours
Efficient delivery of services will result in successful completion of the Village's project.
GENERAL CONSTRUCTION ADMINISTRATION
Attend pre -construction meeting
3
Check/review submittals
2
Prepare pay requests/change orders
16
PRE -CONSTRUCTION VIDEO INSPECTIONS
Video Inspection
70
OFFICE SERVICES
Review/approve pre -lining videos
8
Review liner thickness calculations
1
Review post -lining videos
8
Review/approve CIPP sample testing
1
Update Annual Combined Sewer Assessment spreadsheet
2
FIELD OBSERVATION
83 total liners (4.25 hours each)
352.75
TOTAL HOURS
463.75
Project Schedule
Our experience with similar projects will allow us to meet the Village's schedule.
Kick -Off Meeting
February 2021
Pre -Construction Meeting with Contractor
February 2021
Construction
March -May 2021
Substantial Completion
June 2021
Post Project Review
July 2021
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41
ORGANIZATIONAL CHART & KEY PERSONNEL RESUMES
Your Project Needs Will Be Met By A Team of Familiar and Readily Available Experts!
Baxter & Woodman has the staff necessary to assist Mount Prospect with the successful construction
of improvements. Project Manager Eric Murauskas has a solid understanding of the services
required from his previous work for the Village and is committed to working with you to meet your
goals and expectations.
Current and projected workloads for each employee is carefully monitored. The importance of being
responsive to your project's needs is well understood, and the impact each awarded project will
have on the workload of our staff is always considered. Efficient delivery of services will result in
successful completion of the Village's project and adherence to the Village's schedule. We will work
with the Village to adjust the schedule, if needed.
Eric's workload responsibilities have been reviewed, and he can fully accept the responsibility
of completing your project in a timely and efficient manner.
PROJECT MANAGER
Eric Murauskas, PE
AVAILABLE SUPPORT
GIS • Infrastructure • Survey • Administration •
Public Outreach • Funding Assistance
................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
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42
1 (1114
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B A X T E° "��������� �'IV OODMAN
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Education
B.S. Civil Engineering, Iowa
State University, 1989
Joined Firm in 1989
Years of Experience: 32
Status: Full Time
Registrations
Licensed Professional Engineer:
Illinois
Certifications
Manhole Assessment
Certification Program,
NASSCO, Inc.
Lateral Assessment Certification
Program, NASSCO, Inc.
Pipeline Assessment
Certification Program
NASSCO, Inc.
www.baxterwoodman.com
Eric J. M urauskas, PE
Project Manager
Eric is well versed in many areas including sanitary sewer rehabilitation, sanitary
sewer evaluation studies, sanitary sewer flow monitoring, stormwater drainage
studies, sewer system design, and municipal services. He also has developed strong
expertise in water supply well design, test well drilling programs, and water
treatment plant design.
Eric completed the CIPP Inspector Training and Certification Program from
NASSCO, Inc. NASSCO's Inspector Training and Certification Program (ITCP) is a
new standard national training and certification program that provides field
construction professionals with comprehensive learning and tools to understand
and inspect trenchless pipeline renewal technology.
Representative Projects
Mount Prospect, IL
Annual CIPP Lining & Spot Repair Programs
Project Manager assisting the Village with construction observation for sewer
system improvements since 2005. Improvements have included CIPP lining and
Spot Relays that average an estimated $1 million annual construction value.
Mount Prospect, IL
Combined Sewer Evaluation Study and Mapping Project
Project Engineer for the comprehensive assessment of the Village's combined
sewer system. The scope of the project included an inventory and mapping of all
sewer mains, manholes, inlets, catch basins, and other structures in the combined
sewer area. In total, over 260,000 linear feet of Village -owned combined sewers
were televised and evaluated. Each sewer was given a condition score and a multi-
year rehabilitation program was developed based on sewer ranking and the
Village's annual financial capabilities.
Hoffman Estates, IL
2013 Critical Sewer Repairs
2015-2016 Sanitary Sewer Rehabilitation
Project Manager for the design and construction engineering for the rehabilitation
of the sanitary sewer system using cured -in-place pipe (CIPP) for approximately
150,000 feet of cured in place pipe. The construction included placement of
approximately 710 feet of 18 -inch and 330 feet of 36 -inch diameter manhole -to -
manhole sanitary sewer lining; and rehabilitation of five manholes to repair and
protect the structures from hazardous chemicals corrosion.
Lake Bluff, IL
Sanitary Sewer Rehabilitation
Project Manager for the design engineering and on-site inspection services for the
sanitary sewer rehabilitation project. Eric Murauskas designed and observed the
installation of approximately 15,000 feet of Cured in Place Pipe (CIPP), ranging in
size from 8 -inch to 42 -inch in diameter.
Buffalo Grove, IL
2013 Storm Sewer Repairs
Project Manager for a condition assessment of approximately 5,500 feet of storm
sewer and development of a prioritized rehabilitation program. The condition
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Eric J. Murauskas, PE
Page 2 of 2
Continuing
assessment of the sewer pipes was made from review of television inspection
Education
videos. The rehabilitation design was developed using a combination of cured -in -
place pipe (CIPP) and open excavation methods. The construction included
Annual courses conducted by
placement of approximately 1,700 feet of manhole -to -manhole storm sewer lining,
Marsh-McBirney that include
ranging in size from 10 -inch diameter to 21 -inch diameter; and open cut spot
instruction ranging from site
repairs in four locations.
selection and flow meter
installation to analysis of flow
Cary, IL
data
2011 Sanitary Sewer System Rehabilitation
Project Manager for internal sewer television inspection of approximately 16,000
Training courses in the use of
feet of the Village's sanitary sewers. A condition assessment of the sewer pipes was
Visual-Modflow, a software
made from review of the television inspection videos and a sanitary sewer
package for modeling
rehabilitation program was developed. The rehabilitation program consisted of the
groundwater movement
design and construction engineering for the rehabilitation of the sanitary sewer
system using cured -in-place pipe (CIPP). The construction included placement of
Training courses for well design
approximately 11,000 feet of 8 -inch diameter manhole -to -manhole sanitary sewer
and rehabilitation
lining.
Training courses for the use of
Kirkland, IL
2012 Sanitary Sewer System Rehabilitation
WaterCAD, a software package
project Manager for internal sewer television inspection of approximately 8,500
for modeling water distribution
feet of the Village's sanitary sewers. A condition assessment of the sewer pipes was
systems
made from review of the television inspection videos and a sanitary sewer
rehabilitation program was developed. The rehabilitation program consisted of the
Associations
design and construction engineering for the rehabilitation of the sanitary sewer
American Public Works
system using cured -in-place pipe (CIPP). The construction included placement of
Association
approximately 4,700 feet of manhole -to -manhole sanitary sewer lining, ranging in
size from 8 -inch diameter to 10 -inch diameter.
American Water Works
Association
Kirkland, IL
2013 Sanitary Sewer System Rehabilitation
National Groundwater
Project Manager for internal sewer television inspection of approximately 15,000
Association
feet of the Village's sanitary sewers. A condition assessment of the sewer pipes was
made from review of the television inspection videos and a sanitary sewer
Water Environment Federation
rehabilitation program was developed. The rehabilitation program consisted of the
design and construction engineering for the rehabilitation of the sanitary sewer
system using cured -in-place pipe (CIPP).
Mission Brook Sanitary District, IL
Sanitary Sewer System Rehabilitation
Project Manager for the rehabilitation of approximately 16,100 feet of sanitary
sewer using cured -in-place pipe (CIPP), approximately 21 point repairs using CIPP,
and 6 excavate and replace repairs. The rehabilitation work was based on our
review of the completed internal pipe television inspections.
South Barrington, IL
2012 Sanitary Sewer System Rehabilitation
Project Manager for internal sewer television inspection of approximately 7,000
feet of the Village's sanitary sewers. A condition assessment of the sewer pipes was
made from review of the television inspection videos and a sanitary sewer
rehabilitation program was developed. The rehabilitation program consisted of the
design and construction engineering for the rehabilitation of the sanitary sewer
system using cured -in-place pipe (CIPP).
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44
RELATED EXPERIENCE WITH THE VILLAGE
VILLAGE OF MOUNT PROSPECT, IL
Annual CIPP & Spot Repair Programs, 2005 -Present
Baxter & Woodman has been assisting the Village with
construction observation for sewer system improvements since
2005. Improvements have included CIPP Lining and Spot Relays
that average an estimated $1 million annual construction value.
Our tasks have included:
General Construction Administration:
• Attend pre-bid meeting, prepare summary
• Review contractor's schedule
• Check, review, and approve liner design calculations
• Review and approve required submittals
• Confirm compliance with MWRDGC requirements
• Prepare Change Orders as approved by the Village
• Review and process contractor's Pay Requests
• Research and respond to contractor's Request for Information
• Provide review of warranty and anniversary work by the
contractor(s)
• Provide a review of current bid documents and suggest changes to
improve future projects
• Update the Village's ongoing (annual) spreadsheet for work
completed
Field Representation:
• Provide full time and/or part time field representation for the CIPP
project
• Prepare Daily Reports of the contractor's activity for each working
A
ay
• Review and approve pre- and post -lining video inspections (CIPP
projects)
• Provide weekly updates on the status of CIPP project including pre -
and post -lining video reviews, dates lined, as -built quantities, and
up to date costs
• Respond to residents' questions and concerns and provide an
acceptable solution
• Collect lining samples from each CIPP installed and review
laboratory test results for compliance with the design parameters
(CIPP projects)
• Provide post -construction inspections to prepare written punch
lists and follow-up to confirm the work is completed to the Village's
satisfaction
• Provide review of warranty and anniversary work as needed to assist the Village in enforcing claim,
warranty or guarantee against the contractor(s)
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VILLAGE OF MOUNT PROSPECT, IL
Combined Sewer System Evaluation, GIS, Design,
and Construction Assistance (ongoing)
Baxter & Woodman has been providing the Village of Mount
Prospect with sewer evaluation studies, GIS services, and
design and construction services for the combined sewer
rehabilitation program since the early 2000s.
The Village's sewer system consisted of a separate
wastewater and storm sewer system as well as a
combined sewer system that handled both wastewater
and stormwater run-off. In December 2002, the Village
Board contracted Baxter & Woodman, Inc. to conduct a
comprehensive assessment of the Village's combined sewer
system. The scope of the project included an inventory and
mapping of sewer mains, manholes, inlets, catch basins,
and other structures in the combined sewer area. In
total, over 260,000 linear feet of Village -owned combined
sewers were televised and evaluated. Each sewer was
given a condition score and a multi-year rehabilitation
program was developed based on sewer ranking and the
Village's annual financial capabilities.
In 2015, the Village commissioned another program to
re -televise the sewers that had not been rehabilitated to
determine their condition. This latest evaluation showed
continued deterioration of the sewers. Approximately
32% of the sewers fell into the Grade 4 and 5 categories,
HIGHLIGHTS
SERVICES: Sewer system
evaluation, sewer system
rehabilitation design and
construction, CIP Planning, GIS
and more!
TEAM: Eric Murauskas and
Andy Zaletel have been
assisting the Village since 2002.
and another 22% in the Grade 3 category Grade 5 sewers Above is a srdppet of Mount Prospect's GS.
require rehabilitation within one to two years, Grade rnd aletel iregulad assists with Dula GAS
4 within three to fourY ears and Grade 3 within five to aired illlage - ilde infira trt..Actuire i..i date .
ten years). The majority of the structural defects can be
rehabilitated by lining the sewers with cured -in-place pipe
(CIPP). In most cases, CIPP can be installed without excavation, although a few combined sewers
will require excavation and replacement of a section of pipe prior to CIPP installation.
Approximately 18,000 feet of previously lined sewers was also televised to confirm the reliability
of the rehabilitation technology. The review showed that previous CIPP repairs remain intact and
in good condition. This is to be expected since CIPP repairs are designed for a minimum 50 -year
service life.
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46
ADDITIONAL EXPERIENCE
VILLAGE OF HOFFMAN ESTATES, IL
Sanitary Sewer Rehabilitation
Baxter &Woodman performed design engineering and
on-site inspection services for the 2014 critical sanitary
sewer repairs and 2015/16 sanitary sewer rehabilitation
projects. Eric Murauskas designed and observed the
installation of approximately 150,000 feet of Cured in
Place Pipe (CIPP), ranging in size from 8 -inch to 36 -inch
in diameter.
VILLAGE OF LAKE BLUFF, IL
Sanitary Sewer Rehabilitation
Baxter & Woodman performed design engineering
and on-site inspection services for the sanitary sewer
rehabilitation project. Eric Murauskas designed and
observed the installation of approximately 15,000 feet of
Cured in Place Pipe (CIPP), ranging in size from 8 -inch to
42 -inch in diameter.
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REQUEST FOR PROPOSALS
Professional Services /
Combined and Separate Sanitary Sewer Lining (CIPP) Project inspection Services
DATE: January 7, 2021
FROM: Casey Botterman, Water and Sewer Superintendent
Village of Mount Prospect
Public Works Department
RE: Request for Proposal
Combined and Separate Sanitary Sewer Lining (CIPP) Project.
Your firm is invited to submit a Technical Proposal and Cost Proposal to become eligible for a possible
interview for engineering construction management services for the Village of Mount Prospect's, 2021
Combined and Separate Sanitary Sewer Lining (CIPP) 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 22, 2021.
The Technical Proposal and Cost Proposal a re to be submitted in separate, sealed packages clearly marked
Technical Proposal for the Village of Mount Prospect Water Combined and Separate Sanitary Sewer
Lining Project and Cost Proposal for the Village of Mount Prospect Combined and Separate Sanitary
Sewer Lining Project.
Mr. Casey Botterman
Water and Sewer Superintendent
Village of Mount Prospect
1700 W. Central Road
Mount Prospect, Illinois 60056
51
Requirements for Technical and Cost Proposal
Agency: Village of Mount Prospect
Project: Combined and Separate Sanitary Sewer Lining 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.
52
rvhihit R
General Scope of Work
Agency: Village of Mount Prospect
Project: Combined and Separate Sanitary Sewer Lining Project
Summary
The Village of Mount Prospect (Village) is seeking proposals from qualified civil engineering
consultants to observe and inspect combined and sanitary sewers to be lined as part of the 2021
CIPP program. The Village will be lining an estimated 20,000 linear feet of both combined and
separate sanitary sewer mains. 2021 will be our second year in a two-year contract with Hoerr
Construction of Goodfield, Illinois
Background
The pipe sizes range from 8" to 27" with estimated 300 service reinstatements. This year's list
was developed from past CCTV efforts done by both Village staff and a contractor. All pipe
segments were graded to NASCCO standards. The pipe segments being lined for 2021 are grades
3 and 4.
Problem Statement
The Village seeks a qualified Consultant to provide specified civil engineering services necessary
to implement and inspect a combined and sanitary sewer Lining (CIPP) project. 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:
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 Full-time
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
53
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. 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.
iii. 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.
iv. Review pre -lining videos to ensure documentation of all service
laterals.
V. Review post -lining videos to ensure all documented service
laterals have been reinstated.
vi. Assist the Owner in preparation of any necessary change order
and/or field directives.
vii. Process monthly applications for payment submitted by the
Contractor(s), and forward to Owner with recommendations for
approval and payment.
viii. Assist the Owner with the resolution of inquiries, complaints, or
concerns raised by residents or the public.
ix. Review shop drawings and other equipment/material submittals
as may be required by the contract documents.
X. Perform a field observation of all completed work before a final
application for payment is processed for the Contractor.
54
Proposed Schedule
Submit proposals
Jan -21
select firm
Jan -21
award contract to consultant
Feb -21
2019 Kick-off meeting
Feb -21
Pre -construction meeting with contractor
Feb -21
Construction
March - May 2021
Substantial Completion
June -21
Post Project Review
July - 21
55
From: Greg Benske <gregb@thomas-engineehng.com>
Sent: Tuesday, February 9, 20212:46 PM
To: Bottennan,Casey
Subject: RE: Proposal for Combined and separate sanitary sewer lining project
Casey,
Thanks for reaching out. Here are some other relevant projects that we"ve clone:
PHASE UAND U�LANDON AVENUE SANITARY SEWER PIPE BURSTING PROJECT, WARRENVILLE,|LLINOIS, CITY OF WARRENVILLE — TEG
was hired by the City of VVanemviUe to provide both design and construction engineering services for this $360K sanitary sewer
pipe bursting project. The project consisted ofbursting existing 8^PVC sanitary sewer and the installation ofapproximately 1,200
lineal feet of lZ^ sanitary sewer main via open cut and pipe bursting, sanitary sewer manholes, sanitary sewer services, and
restoration of disturbed areas near Landon Avenue in the City of Warrenville.
PHASE | AND U, WEmTHERSF|ELD WAY RESURFACING PROJECT AND CULVERT REHABILITATION., VILLAGE OF SCHAUMBURG — Project
Principal for planning and design of this federally funded roadway resurfacing, shared use path' culvert rehabilitation, and street
lighting project. TEG is providing Phase l and Z Engineering services (including processing of the Phase 1 approval through |DOT
for STP resurfacing of Weathersfield Way in the Village of Schaumburg. Project has existing l lane of travel and bike lane in each
direction. The project includes HMA pavement resurfacing (5^)' pavement patching, sidewalk/curb ramp upgrades, minimal curb
and gutter repairs, and pavement markings. TEG is also providing alternative options to provide for an off-street multi -use path
and on -street parking lanes within the project limits. These include the possibility ofwidening Weathersfield Way to keep all
elements on'street, or providing a separate off-street shared use path. The project also inc|udestrench|ess rehabilitation (lining)
of an existing 42" CMP culvert under the proposed off-street shared use path.
PHASE ||,LAKE STREET SEWER AND WATER MAIN IMPROVEMENTS, VILLAGE OF OAK PAR|�ILLINOIS — TEG was hired bythe Village to
provide sewer and water utility design in advance of the Lake Street Streetscape Improvement. The sewer and water
improvements consisted of 3,100 feet of sewer and water main replacement along Lake Street inthe heart ofthe downtown. The
design included suggested sequence of construction and staged MOT plans for Lake Street and the intersection of Lake Street and
Oak Park Avenue. Work included the installation of over 700 feet of metallic zinc coated ductile iron water main and service lines,
appmwimate|yl'OOOfeetofcombinedsewerrep|acementwithl8^to3O^PVCsewer,rep|acementof|atera|semices'andnear|y
3,000 feet of cured -in-place pipe (CIPP) liner ranging from 12" to 24" in diameter. The project also included the installation of new
precast manholes and catch basins' valve vaults, insertion valves, shotcrete manhole rehabilitation, and final restoration of
including: PCC base course' HMA binder course' c|ass'D pavement patches' partial curb and gutter patches' sidewalks trench
patches, alley apron patches, and parkways restoration.
PHASE ||, ST. JOHN STREET RECONSTRUCT/ON PROJECT, CITY OF ELGIN, ILLINOIS — TEG provided preliminary and final design
engineering services for an ll block residential street and utility rehabilitation/reconstruction project for a neighborhood
constructed in the lOOOc The project scope included subgnade and underdrain improvements' full roadway reconstruction'
drainage and storm sewer improvements' sidewalk and curb ramp replacement in accordance with PROVVAG requirements,,
sanitary sewer lining and service repairs' localized sanitary sewer point repairs' and replacement of approximately .75 miles of
water main. TEG was responsible for providing topographic survey and utility structure surveys' conditional analysis of all existing
City -owned facilities, drainage assessment of the project area, televising and sanitary sewer inspection' sewer and water utility
size upgrades, and coordination of pavement cores, soil borings, geotechnical analysis and environmental surveys. TEG served as
the City's liaison for all portions of this public improvement from initial field evaluations through all phases of design' utility
coordination' permitting' bid assistance' and public outreach. The project was split into two contracts separating advance utility
stages from roadway reconstruction activities.
As far as John Gatses, he has over 15 years of experience on a variety of projects but not C|PP. We have a staff
member who worked for an underground contractor who is very experienced in this type of work but he had a stroke
last year and we believed he would be ready to work for us this season but his rehabilitation is taking longer than
expected. We found out that he would not be available to us as we were preparing our proposal. John does not have
the certification but would be willing to take it. Thanks for your consideration.
gregory a. benske I construction department head
thommeaen@neericg group, 1111c
56
main: 855.533.1700 mobile: 847.847.6181
oak park I lombard aurora
or
service at the highest grade®
www.thomas-enLyi neeri ne.com
a certified Small Business Enterprise
From: Botterman, Casey[mailto:CBottermanprospect.org]
Sent: Tuesday, February 09, 20218:22 AM
To: Greg Benske
Subject: Proposal for Combined and separate sanitary sewer lining project
Good morning Greg,
have a few questions on the attached technical proposal for the Village of Mount Prospect combined and separate
sanitary sewer lining project.
In the proposal you mention a previous CIPP project in the Village of Indian Head park. Other than that, the rest of the
related experiences provided pertain to water main replacement project. Do you have other examples of CIPP
projects?
Also, you mention a John Gatses will be the resident engineer for this project. Can you provided references for past
CIPP projects that Mr. Gatses has inspected. Also, is he NASCO certified?
Thanks for your time,
Casey Botterman
Village of Mount Prospect Public Works
Water and Sewer Superintendent
1700 West Central Road
Mount Prospect, IL 60056
847.870.5640
CBOTTERMAN (@MOU NTPROSPECT.ORG
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