IGA Between the IL State Tollway Authority and Village of Oak Brook for Windsor Drive Widening INTERGOVERNMENTAL AGREEMENT BETWEEN
THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY AND
THE VILLAGE OF OAK BROOK
This INTERGOVERNMENTAL AGREEMENT ("AGREEMENT"), effective
upon the last dated signature below, by and between THE ILLINOIS STATE TOLL
HIGHWAY AUTHORITY, an instrumentality and administrative agency of the State of
Illinois, ("ILLINOIS TOLLWAY"), and THE VILLAGE OF OAK BROOK, a municipal
corporation of the State of Illinois, ("VILLAGE"), individually referred to as "PARTY",
and collectively referred to as "PARTIES".
WITNESSETH:
WHEREAS, the ILLINOIS TOLLWAY in order to facilitate the free flow of traffic
and ensure safety to the motoring public, intends to replace existing bridge number 299,
Windsor Drive over ramps connecting I-88 and I-294(1-88 Mile Post 138.45),(sometimes
referred to as "Toll Highway"), including but not limited to ILLINOIS TOLLWAY
Construction Contract # RR-18-4352, ("PROJECT"), by making the following
improvements:
Replacement of the Windsor Drive bridge as it currently exists over the Toll
Highway.
WHEREAS,the VILLAGE has requested the ILLINOIS TOLLWAY include in its
PROJECT the widening of Windsor Drive over the Toll Highway from two (2) lanes to
four (4) lanes, the addition of a raised median, and lengthening of the bridge to
accommodate potential future improvements, referred to as "VILLAGE
IMPROVEMENTS", subject to reimbursement by the VILLAGE to the ILLINOIS
TOLLWAY;
WHEREAS, the ILLINOIS TOLLWAY, and the VILLAGE by this
AGREEMENT, desire to determine and establish their respective responsibilities toward
engineering, right-of-way acquisition, utility relocation, construction, funding and
maintenance of the PROJECT as proposed;
WHEREAS, the ILLINOIS TOLLWAY by virtue of its powers as set forth in the
Toll Highway Act, 605 ILCS 10/1, et seq. is authorized to enter into this AGREEMENT;
WHEREAS, the VILLAGE by virtue of its powers as set forth in the Illinois
Municipal Code, 65 ILCS 5/1-1-1,et seq. is authorized to enter into this AGREEMENT;
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WHEREAS, a cooperative Intergovernmental Agreement is appropriate and such
an Agreement is authorized by Article VII, Section 10 of the Illinois Constitution and the
Intergovernmental Cooperation Act, 5 ILCS 220/1, et seq.;
NOW, THEREFORE, in consideration of the aforementioned preambles and the
mutual covenants contained,the PARTIES agree as follows:
I. ENGINEERING
A. The ILLINOIS TOLLWAY agrees to perform preliminary and final design
engineering, obtain necessary surveys, and prepare the final plans and
specifications for the PROJECT, subject to reimbursement by the VILLAGE as
stipulated. The limits of ILLINOIS TOLLWAY work will terminate at a point
where the proposed Windsor Drive profile matches existing grade and the widened
roadway section tapers to meet the existing conditions. During the design and
preparation of the plans and specifications,the ILLINOIS TOLLWAY shall submit
the plans and specifications to the VILLAGE for its review and comment at the
following stages of plan preparation:
30% Complete
60% Complete(preliminary)
90% Complete(pre-final)
Final
B. The final approved plans and specifications for the PROJECT, prepared by The
Upchurch Group, Inc. shall be promptly delivered to the VILLAGE by the
ILLINOIS TOLLWAY. Said plans, by reference herein,become a part hereof.
C. The VILLAGE shall review the PROJECT plans and specifications which impact
the VILLAGE's local road, or the VILLAGE IMPROVEMENTS within fifteen
(15) calendar days of receipt thereof. If the ILLINOIS TOLLWAY does not
receive comments or objections from the VILLAGE within this time period, the
lack of response shall be deemed approval by the VILLAGE of the plans and
specifications. Approval by the VILLAGE shall mean the VILLAGE agrees with
all specifications in the plans, including alignment and location of the PROJECT
improvements which impact the VILLAGE's local road, or the VILLAGE
IMPROVEMENTS. In the event of disapproval, the VILLAGE will detail in
writing its objections to the proposed plans and specifications for review and
consideration by the ILLINOIS TOLLWAY.
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D. The PARTIES shall work cooperatively to address and resolve the review
comments and objections. Any dispute concerning the plans and specifications
shall be resolved in accordance with Section IX.E. of this AGREEMENT.
E. The ILLINOIS TOLLWAY agrees to assume overall PROJECT responsibility,
including assuring that all permits and approvals (including U.S. Army Corps of
Engineers, Illinois Department of Natural Resources, Metropolitan Water
Reclamation District of Greater Chicago, Kane-DuPage Soil and Water
Conservation District,Du Page County, including but not limited to Department of
Environmental Concerns and Division of Highways, Illinois Environmental
Protection Agency, etc.) and joint participation and/or force account agreements,
as may be required by the PROJECT, are secured by the PARTIES in support of
general PROJECT schedules and deadlines. The PARTIES agree to cooperate,
insofar as their individual jurisdictional authorities allow, with the timely
acquisition and clearance of said permits and agreements and in complying with all
applicable Federal,State,and local regulations and requirements pertaining to work
proposed for the PROJECT.
F. In conjunction with the PROJECT, upon review and satisfaction of federal, state
and local statutes,rules,regulations and ordinances,the VILLAGE shall,upon full
execution of this AGREEMENT grant and consent to any and all permits,rights of
access (ingress and egress), temporary use of its property and right-of-way to the
ILLINOIS TOLLWAY, at no cost to the ILLINOIS TOLLWAY for the purpose of
construction of the PROJECT.
II.RIGHT OF WAY
The transfer of property interests is not required between the PARTIES for this
PROJECT,nor is the transfer of any interest in land deemed necessary for the future
maintenance and operation of their respective facilities. Therefore,it is understood
by the PARTIES that there will be no exchange of any property interests pursuant
to this AGREEMENT.
III.UTILITY RELOCATION
A. The ILLINOIS TOLLWAY agrees to provide the VILLAGE, as soon as they are
identified, the locations (existing and proposed) of public and/or private utility
facilities within existing VILLAGE rights-of-way-which require adjustment or
relocation as part of the PROJECT. As part of its PROJECT engineering
responsibilities, the ILLINOIS TOLLWAY shall identify adjustments to or
relocations of the aforementioned existing utilities.
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B. The ILLINOIS TOLLWAY agrees to make all reasonable efforts to minimize the
number of utility adjustments or relocations in the design of PROJECT
improvements.
C. At all locations where utilities are located on VILLAGE rights-of-way that must be
adjusted or relocated due to PROJECT work proposed by the ILLINOIS
TOLLWAY, the VILLAGE agrees to cooperate with the ILLINOIS TOLLWAY
in making arrangements with the applicable utility and issue all permits for the
requisite adjustment(s) at no cost to the ILLINOIS TOLLWAY.
IV. CONSTRUCTION
A. The ILLINOIS TOLLWAY shall advertise and receive bids,provide construction
engineering inspections and cause the PROJECT to be constructed in accordance
with the PROJECT plans and specifications.
B. The ILLINOIS TOLLWAY shall require its contractors working on or within the
VILLAGE's right-of-way (as "right-of-way" is defined by the Illinois Highway
Code)to indemnify the VILLAGE in compliance with Article 107.26 of the Illinois
Tollway Supplemental Specifications.
C. The ILLINOIS TOLLWAY shall require that its contractor(s), subcontractors and
subrecipients shall not discriminate on the basis of race, color, national origin, or
sex in the performance of the PROJECT's contracts or any contract that is part of
the PROJECT.
D. The ILLINOIS TOLLWAY shall require that the VILLAGE, their agents, officers
and employees be included as additional named insured on the General Liability
insurance the ILLINOIS TOLLWAY requires of its contractor(s).
E. After award of the construction contract(s), any proposed deviation from the
PROJECT plans and specifications that affect the VILLAGE shall be submitted to
the VILLAGE for approval prior to commencing work on such proposed deviation.
The VILLAGE shall review the proposed deviation and indicate approval or
disapproval thereof in writing. If the proposed deviation to the plans and
specifications is not acceptable, the VILLAGE shall detail in writing its specific
objections. If the ILLINOIS TOLLWAY receives no written response from the
VILLAGE within fifteen(15) calendar days after delivery to the VILLAGE of the
proposed deviation, the proposed deviation shall be deemed approved by the
VILLAGE.
F. After award of the construction contract(s), assuming there are no proposed
deviations from the PROJECT plans and specifications that affect the VILLAGE,
the ILLINOIS TOLLWAY shall provide no less than five(5)calendar days written
notice to the VILLAGE prior to commencement of work on the PROJECT.
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G. The VILLAGE, and its authorized agents shall have all reasonable rights of
inspection (including pre-final and final inspection) during the progress of work
included in the PROJECT that affects the VILLAGE's local roads, and the
VILLAGE IMPROVEMENTS. The VILLAGE shall assign personnel to perform
inspections on behalf of the VILLAGE of all work included in the PROJECT that
affects the VILLAGE's local roads, and the VILLAGE IMPROVEMENTS, and
will deliver written notices to the Chief Engineering Officer of the ILLINOIS
TOLLWAY advising the ILLINOIS TOLLWAY as to the identity of the
individual(s) assigned to perform said inspections.
H. Notices required to be delivered by either PARTY pursuant to this AGREEMENT
shall be delivered as indicated in Section IX of this AGREEMENT.
1. The ILLINOIS TOLLWAY shall give notice to the VILLAGE upon completion of
70% and 100% of all PROJECT construction contracts for PROJECT
improvements to be subsequently maintained by the VILLAGE,and the VILLAGE
shall make an inspection thereof not later than -fourteen (14) calendar days after
notice thereof. If the VILLAGE does not perform a final inspection within fourteen
(14) calendar days after receiving notice of completion of 100% of all PROJECT
construction contracts or other inspection arrangements are not agreed to by the
PARTIES, the PROJECT shall be deemed accepted by the VILLAGE. At the
request of the VILLAGE, the ILLINOIS TOLLWAY's representative shall join in
on such inspection. In the event said inspections disclose work that does not
conform to the approved final plans and specifications, the VILLAGE's
representative shall give immediate verbal notice to the ILLINOIS TOLLWAY's
representative of any deficiency,and shall thereafter deliver within five(5)calendar
days a written list identifying such deficiencies to the Chief Engineering Officer of
the ILLINOIS TOLLWAY. Deficiencies thus identified shall be subject to joint
re-inspection upon completion of the corrective work. The VILLAGE shall
perform such joint re-inspections within seven (7) calendar days after receiving
notice from the ILLINOIS TOLLWAY that the deficiencies have been remedied.
J. The ILLINOIS TOLLWAY shall have the right,in its sole judgment and discretion,
to cancel or alter any or all portions of the PROJECT's work due to circumstances
either known or unknown at the time of bidding or arising after the Contract(s)was
entered into, in accordance with the Canceled Items Provision 109.06 included in
the most current version of the ILLINOIS TOLLWAY Supplemental
Specifications to the Illinois Department of Transportation Standard Specifications
for Road and Bridge Construction.Upon any such cancellation,the VILLAGE shall
have no obligation to pay any cost or expense for any cancelled work. The
VILLAGE shall otherwise be obligated to pay its share of the actual cost and
expense of any such altered portion of the PROJECT work that is to be
subsequently maintained the VILLAGE.
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K. The ILLINOIS TOLLWAY shall require all PROJECT construction work
performed on or within the VILLAGE's right-of-way to conform to the then current
edition of IDOT's Standard Specifications, Supplemental Specifications,Recurring
Special Provisions as well as the VILLAGE's standard drawings and special
provisions included in the PROJECT.
V. FINANCIAL
A. The ILLINOIS TOLLWAY agrees to pay all PROJECT related engineering,
construction engineering and construction costs, subject to reimbursement by the
VILLAGE as stipulated.
B. The VILLAGE, or the ILLINOIS TOLLWAY may request, after the construction
contract(s) are let by the ILLINOIS TOLLWAY, that supplemental work that
increases the total costs of the PROJECT or more costly substitute work be added
to the construction contract(s). The ILLINOIS TOLLWAY will cause said
supplemental work or such substitute work to be added to the construction
contract(s), provided that said work will not delay construction of the individual
part of the PROJECT. The PARTY requesting or causing said supplemental work
or more costly substitute work shall pay for the cost increases of said work in full.
C. As identified in "Exhibit A" attached, it is mutually agreed by the PARTIES that
the estimated cost to the VILLAGE for core construction work for the
VILLAGE IMPROVEMENTS (rounded to the nearest dollar) is $1,283,392.00;
and the estimated cost to the VILLAGE for VILLAGE IMPROVEMENTS work
as shown is:
1. $26,250.00 for contractor's quality program costs; and,
2. $65,483.00 for 5% construction cost contingency; and,
3. $399,478.00 for design engineering costs; and,
4. $207,518.00 for construction engineering costs; and,
for a total estimated cost of$1,982.121.00
D. It is further agreed that notwithstanding the estimated cost, the VILLAGE shall be
responsible for the actual costs associated with the requested work described in the
Recital section of this AGREEMENT.
E. The PARTIES agree to the following payment terms: 35% due upon Notice to
Proceed, 35% due upon substantial completion of construction, and the remainder,
based on final actual costs due one (1) year after substantial completion of
construction.
VI.MAINTENANCE—DEFINITIONS
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For purposes of this AGREEMENT:
A. The term "local' means any PARTY to this AGREEMENT other than the
ILLINOIS TOLLWAY. With respect to this AGREEMENT, it means the
VILLAGE.
B. The term "local road"refers to any highway,road or street under the jurisdiction of
the VILLAGE.
C. As used, the terms "maintenance" or "maintain" mean keeping the facility being
maintained in good and sufficient repair and appearance. Such maintenance
includes the full responsibility for the construction, removal, replacement of the
maintained facility when needed, and unless specifically excluded in Section VII,
MAINTENANCE -RESPONSIBILITIES, other activities as more specifically set
forth in the following subparts of this Section VI. Maintenance includes but is not
limited to:
1. 'Routine maintenance" refers to the day to day pavement maintenance, pothole
repair, anti-icing and de-icing, snow removal, sweeping, pavement marking,
mowing, litter and debris removal, and grate and scupper cleaning and repair,
including compliance with state laws and local ordinances.
2. "Structural maintenance" refers to the integrity of the grade separation structure,
including abutments, bridge deck beams, bridge deck (except wearing surface),
expansion joints,parapet walls and drainage structures.
3. "Signal maintenance" refers to all aspects of installation, repair, replacement,
timing, and operation of traffic signals, including signal loops, signal supports or
bases, interconnects to Ramp Queue Detection Warning Systems and power, but
shall not include permanently installed variable message signs or temporary signals
or signs relating to construction or repair projects.
4. "Lighting maintenance"refers to all aspects of installation,repair,replacement and
operation of roadway lighting including power, but shall not include temporary
lighting relating to construction or repair projects.
5. "Emergency maintenance" refers to any maintenance activity which must be
performed immediately in order to avoid or to repair a condition on the roadway or
right-of-way which causes or threatens imminent danger or destruction to roadway
facilities or rights of way of the PARTIES,to the motoring public,to public health,
safety or welfare, including but not limited to accident restoration, chemical or
biological removal or remediation, or response to acts of God or terrorism.
D. The term "drainage facilities" refers to both open and enclosed systems. The term
"drainage structures" refers to enclosed systems only, and includes those elements
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of the drainage facility affixed to the bridge superstructures downstream from the
scupper.
E. The terms"notify", "give notice"and"notification"refer to written,verbal or digital
communication from one PARTY to another concerning a matter covered by this
AGREEMENT, for which the PARTY transmitting the communication produces
and retains a record which substantiates the content, date, time, manner of
communication, identification of sender and recipient, and manner in which the
recipient may respond to the sender, as to the communication.
F. The terms "be responsible for" or "responsibility" refer to the obligation to ensure
performance of a duty or provision of a service under this AGREEMENT,
provided, that a PARTY may arrange for actual performance of the duty or
provision of the service by another competent entity if the other PARTY to this
AGREEMENT is notified of such arrangement,but in no case shall the entity with
the duty be relieved of ultimate responsibility for performance of the duty or
provision of the service.
G. The terms "consultation" or "consult with" refer to the duty of a PARTY to give
notice to the other PARTY of a proposed action, with reasonable time for that
PARTY to respond,but the PARTY with the duty to consult may proceed with the
proposed action if the other PARTY does not respond within the time frame set
forth in the notice provided, or in the case of the ILLINOIS TOLLWAY, it may
proceed with the proposed action if deemed necessary by the Chief Engineering
Officer.
H. The term "approve" refers to the duty of a PARTY not only to consult with the
other PARTY but also to provide consent for the proposed action when appropriate
and to retain a record which documents such consent.
I. The term "grade separation structure" refers to all structural elements between the
abutments and below the wearing surface of a bridge carrying one roadway over
another,unless otherwise specified.
J. The PARTIES generally agree that there are three types of bridge structures that
intersect the ILLINOIS TOLLWAY rights of way. These bridge types are:
1. Type 1. An intersection where a grade separation structure has been
constructed to carry the toll highway over the local road.
2. Type 2. An intersection where a grade separation structure has been
constructed to carry the local road over the toll highway.
3. Type 3. An intersection where a partial or complete ramp interchange
system, as well as a grade separation structure, has been constructed
between the local road and the toll highway.
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VIL MAINTENANCE -RESPONSIBILITIES
A. The ILLINOIS TOLLWAY agrees to maintain the Toll Highway within the limits
of this PROJECT in its entirety and its portion of the bridge improvements as
indicated below.
B. The VILLAGE shall continue its maintenance of the right-of-way of Windsor
Drive.
C. The bridge improvements being constructed as part of the PROJECT under this
AGREEMENT are of the following types (as previously described in Section VI,
Paragraph J above)and involve the following highways:
Type of Bridge Structure Affected Highway
Type 2 Windsor Drive
Type 2 -VILLAGE Local Road over ILLINOIS TOLLWAY Right-of-way
1. The VILLAGE has all maintenance responsibility as to the following:
i. All existing VILLAGE local roads and approaches to Windsor Drive,
including but not limited to pavement,curb and gutter, shoulders,guardrail,
approach embankments outside access control fences, and bituminous
repair of approach slabs.
ii. The following portions of the Windsor Drive Bridge:
a. The wearing surface;
b. The deck below the wearing surface and above the structural
beams;
C. Expansion joints at approach roadway, sidewalks; and raised
median;
d. Parapet walls, railings and architectural metal lettering on the outer
parapet walls;
e. Guardrail;
f. Drainage facilities above structural beams and girders, and all
drainage facilities carrying exclusively VILLAGE drainage;
g. All lighting except underpass;
h. All VILLAGE signs, and pavement markings;
i. Ice and snow removal shall be accomplished in such a manner as
to not block or obstruct the Toll Highway below.
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2. The ILLINOIS TOLLWAY has all maintenance responsibility for all portions of
the Windsor Drive Bridge not otherwise maintained by the VILLAGE as set
forth above, including but not limited to the following:
i. All parts of the grade separation structure, including but not limited to
bearings,beams, girders, slope walls, abutments,wingwalls and piers;
ii. All fences along ILLINOIS TOLLWAY routes, except overpass fencing
installed to separate pedestrians, bicycles and non-vehicular traffic from
highway traffic;
iii. All bridge deck downspouts, from a clean-out installed directly below the
scuppers to the outfall;
iv. All remaining drainage facilities installed for the purpose of carrying
exclusively Toll Highway drainage;
V. Any underpass lighting.
E. The PARTIES agree that the ILLINOIS TOLLWAY reserves the exclusive right to
review and approve the following:
1. Any and all signage affixed to the grade separation structure or placed on ILLINOIS
TOLLWAY right-of-way.
2. The permitting of any and all loads traversing a grade separation structure over the
ILLINOIS TOLLWAY issued in accordance with 92 Illinois Administration Code
554, Subchapter f, Subpart F, Section 554.605 (Superload Moves).
3. Any VILLAGE highway intersection modifications that lead to ILLINOIS
TOLLWAY owned facilities.
F. The PARTIES agree that each PARTY shall perform such regular inspections,
surveys and reviews as are reasonably necessary to fulfill their respective
obligations under this AGREEMENT.
VIII. ADDITIONAL MAINTENANCE PROVISIONS
A. During construction, the VILLAGE shall continue to maintain all portions of the
PROJECT within the VILLAGE's right-of-way that are not to be improved or
maintained by the ILLINOIS TOLLWAY's construction contractor(s) pursuant to
the PROJECT's approved plans and specifications,and the ILLINOIS TOLLWAY
shall continue to maintain all portions of the Toll Highway that are not required to
be maintained by their construction contractor(s).
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B. All items of PROJECT construction which are stipulated in this AGREEMENT to
be maintained by the VILLAGE shall, upon completion of construction and final
inspection, be the sole maintenance responsibility of the VILLAGE. All items of
PROJECT construction which are stipulated in this AGREEMENT to be
maintained by the ILLINOIS TOLLWAY shall, upon completion of construction,
be the sole maintenance responsibility of the ILLINOIS TOLLWAY.
C. Nothing is intended to prevent or preclude the VILLAGE and the ILLINOIS
TOLLWAY from entering into reciprocal agreements in the future.
IX. GENERAL PROVISIONS
A. It is understood and agreed by the PARTIES,that the ILLINOIS TOLLWAY shall
have jurisdiction of the ramps connecting I-88 and I-294. The VILLAGE shall
retain jurisdiction of Windsor Drive, traversed or affected by the Toll Highway
except as otherwise expressly provided for in this AGREEMENT. For the purpose
of this AGREEMENT, jurisdiction shall mean the authority and obligation to
administer, control, construct,maintain, and operate.
B. Wherever in this AGREEMENT approval or review by the VILLAGE, or the
ILLINOIS TOLLWAY is provided for, said approval or review shall not be
unreasonably delayed or withheld.
C. In a timely manner following execution of this AGREEMENT, each PARTY shall
designate in writing a representative who shall serve as the full time representative
of the said PARTY during the carrying out of the execution of this AGREEMENT.
Each representative shall have authority, on behalf of such PARTY, to make
decisions relating to the work covered by this AGREEMENT. Representatives may
be changed, from time to time, by subsequent written notice. Each representative
shall be readily available to the other PARTY.
D. In the event of a dispute between the VILLAGE, and the ILLINOIS TOLLWAY
regarding the plans and specifications for the PROJECT, the construction of the
PROJECT and/or in the carrying out of the terms of this AGREEMENT,the Chief
Engineering Officer of the ILLINOIS TOLLWAY, and the VILLAGE's Village
Engineer shall meet and resolve the issue. In the event that they cannot mutually
agree on the resolution of a dispute concerning the same as it relates to any issues
involving the ILLINOIS TOLLWAY right-of-way or the maintenance
responsibilities of the ILLINOIS TOLLWAY hereunder, the decision of the Chief
Engineering Officer of the ILLINOIS TOLLWAY shall be final. In the event that
the Chief Engineering Officer of the ILLINOIS TOLLWAY and the VILLAGE's
Village Engineer cannot mutually agree on a resolution of any dispute concerning
the same as it relates to issues on or involving solely VILLAGE right-of-way, the
decision of the VILLAGE's Village Engineer shall be final.
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E. The ILLINOIS TOLLWAY agrees that in the event any PROJECT work is
performed by other than ILLINOIS TOLLWAY employees,the provisions of"An
Act Regulating Wages of Laborers, Mechanics and other Workers Employed in
Public Works by the State, a County or any Political Subdivision or by Anyone
Under Contract for Public Works (820 ILCS 130/1) shall apply to the PROJECT.
F. The ILLINOIS TOLLWAY agrees to comply with all applicable Executive Orders
and Federal Highway Acts pursuant to the Equal Employment Opportunity and
Non-discrimination regulations required by the U.S.Department of Transportation.
G. This AGREEMENT may be executed using electronic signature, or in two (2) or
more counterparts, each of which shall be deemed an original and all of which shall
be deemed one and the same instrument.
H. The VILLAGE certifies that its correct Federal Tax Identification number is 36-
6009534 and it is doing business as a governmental entity, whose mailing address
for purposes of this AGREEMENT is: The Village of Oak Brook, 1200 Oak Brook
Road, Oak Brook, Illinois 60523.
I. This AGREEMENT may only be modified in writing; executed by duly authorized
representatives of the PARTIES.
J. This AGREEMENT shall be binding upon and inure to the benefit of the PARTIES
and their respective successors and approved assigns. No party may assign,
transfer, sell, grant, convey, deed, cede or otherwise give over, in any manner or
form, any of its duties, obligations and/or responsibilities as set forth in this
AGREEMENT without first obtaining the expressed written consent and
permission of the other PARTIES, except as provided for in this AGREEMENT.
K. The failure by the ILLINOIS TOLLWAY, or the VILLAGE to seek redress for
violation of or to insist upon the strict performance of any condition or covenant of
this AGREEMENT shall not constitute a waiver of any such breach or subsequent
breach of such covenants, terms, conditions,rights and remedies. No provision of
this AGREEMENT shall be deemed waived by the ILLINOIS TOLLWAY, or the
VILLAGE unless such provision is waived in writing.
L. It is agreed that the laws of the State of Illinois shall apply to this AGREEMENT
and that, in the event of litigation,venue shall lie in DuPage County, Illinois.
M. All written reports, notices and other communications related to this
AGREEMENT shall be in writing and shall be personally delivered, mailed via
certified mail, overnight mail delivery, or electronic mail delivery to the following
persons at the following addresses:
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To the ILLINOIS TOLLWAY: The Illinois Toll Highway Authority
2700 Ogden Avenue
Downers Grove, Illinois 60515
Attn: Chief Engineering Officer
paulkovacsA getipass.corn
To the VILLAGE: The Village of Oak Brook
1200 Oak Brook Road
Oak Brook, Illinois 60523
Attn: Village Engineer
N. The VILLAGE shall maintain books and records relating to the performance of this
AGREEMENT. Books and records, including information stored in databases or
other computer systems, shall be maintained by the VILLAGE for a period of five
(5) years from the later of the date of final payment under this AGREEMENT or
completion of the work performed under this AGREEMENT. Books and records
required to be maintained under this section shall be available for review or audit
by representatives of the Auditor General, the Executive Inspector General, the
Illinois Tollway Inspector General, State of Illinois internal auditors or other
governmental entities with monitoring authority,upon reasonable notice and during
normal business hours. 30 ILCS 500/20-65.
O. The VILLAGE also recognizes that, pursuant to Section 8.5 of the Toll Highway
Act (605 ILCS 10/8.5), the Inspector General of the Illinois State Toll Highway
Authority ("OIG") has the authority to conduct investigations into certain matters
including but not limited to allegations of fraud, waste and abuse, and to conduct
reviews. The VILLAGE will fully cooperate in any OIG investigation or review
and shall not bill the ILLINOIS TOLLWAY for such time. Cooperation includes
providing access to all information and documentation related to the performance
of this AGREEMENT, and disclosing and making available all personnel involved
or connected with,or having knowledge of,the performance of this AGREEMENT.
P. The ILLINOIS TOLLWAY shall maintain for a minimum of five (5) years after
the completion of the PROJECT, adequate books, records, and other supporting
documents to verify the amounts,recipients and uses of all disbursements of funds
passing in conjunction with or pursuant to the terms of this AGREEMENT. All
books, records, and supporting documents related to the PROJECT shall be
available for review and audit by the VILLAGE's auditor, the ILLINOIS
TOLLWAY's Inspector General and the ILLINOIS TOLLWAY agrees to
cooperate fully with any audit conducted by the VILLAGE's auditor and to provide
full access to all relevant materials.
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Q. The preambles of this AGREEMENT are agreed to and incorporated into as a
substantive part of this AGREEMENT.
R. It is mutually agreed by and between the PARTIES that nothing contained in this
AGREEMENT is intended or shall be construed as,in any manner or form,creating
or establishing a relationship of co-partners between the PARTIES or as
constituting one PARTY (including its elected officials, duly appointed officials,
employees and agents),the agent,representative or employee of any other party for
any purpose or in any manner, whatsoever. The PARTIES are to be and shall
remain independent of each other with respect to all services performed under this
AGREEMENT.
S. It is mutually agreed by and between the PARTIES that each PARTY warrants and
represents to the other PARTY and agrees that: (1)this AGREEMENT is executed
by duly authorized agents or officers of such PARTY and that all such agents and
officers have executed the same in accordance with the lawful authority vested in
them, pursuant to all applicable and substantive requirements; (2) this
AGREEMENT is binding and valid and will be specifically enforceable against
each PARTY; and (3) this AGREEMENT does not violate any presently existing
provision of law nor any applicable order,writ, injunction or decree of any court or
government department, commission, board, bureau, agency or instrumentality
applicable to such PARTY.
T. It is mutually agreed by and between the PARTIES to that the agreement of the
PARTIES is contained herein and that this AGREEMENT supersedes all oral
agreements and negotiations between the PARTIES relating to the subject matter.
THE REMAINDER OF THIS PAGE IS INTENTIONALLY BLANK
14
IN WITNESS THEREOF,the PARTIES have executed this AGREEMENT on the
dates indicated.
VILLAGE OF OAK BROOK
B Attest:
Gopal Lalmalani
President
Date:&l)Ut f
THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY
12/04/2020
By:Willard S Evans,Jr(Dec 4,2020 15:25 CST) Date:
Willard S.Evans,Jr.
Chairman&Chief Executive Officer
Date:
Cathy R.Williams
Chief Financial Officer
Date:
Kathleen R.Pasulka-Brown
General Counsel
Approved as to Form and Constitutionality
Robert Lane,Assistant Attorney General
IGA#004352_Viliage of Oak Brook Windsor Drive over 1-8811-294 Ramps_Pinal_10.14.2020
15
THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY
IGA PARTICIPATION COST BREAKDOWN EXHIBIT A SUBMITTED ON: 6/1/2020
WINDSOR DRIVE BRIDGE REPLACEMENT OVER 1-88 TO 1-294 CONNECTOR RAMPS BIDS DUE: 8/25/2020
VILLAGE OF OAK BROOK START DATE: 12/15/2020
-ruff aV DESIGN CONTRACT NO.1-18-4352 MID-POINT: 5/22/2021
AM JJ CONSTRUCTION CONTRACT NO.1-18-4352 FINISH DATE: 11/29/2021
FINAL(BID SET)IGA ENGINEER'S ESTIMATE(BREAKDOWN)
PREPARED BY DSE:THE UPCHURCH GROUP,INC.
S.P. PAY DESCRIPTION U16T ESTRNATED OAKBROOKQUANEIIY TOLLWAY MIT OAK BROOK COST TOIIWAY COST TOTAL
ITEM NO. QUANTITYQUANi11Y COST COST
" 201WSW TREE REMOVAL,ACRES ACRE 0.25 0.25 $ 14,000.00 $ 3,500.00 $ - $ 3,500.00
' 20200100 EARTH EXCAVATION CU.YD. 475 475 $ 21.00 $ 91975110 $ - $ 9,975.00
20201200 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL CU.YD. 100 100 $ 34.00 $ 3,400.00 $ - $ 3,400.00
' 20400800 FURNISHED EXCAVATION CU.YD. 1255 1255 $ 25.00 $ 31,375.00 $ - $ 31,375.00
21400100 GRADING AND SHAPING DITCHES FOOT 345 345 $ 40.00 $ - $ 13,800.00 $ 13,800.00
25000400 NITROGEN FERTILRER NUTRIENT POUND 20 14 6 $ 3.00 $ 42.00 $ 18.00 $ 60.00
25000600 POTASSIUM FERTILRER NUTRIENT POUND 58 42 16 $ 3.00 $ 1261D0 S 48.00 $ 174.00
25000700 AGRICULTURAL GROUND LIMESTONE TON 1.4 IA $ 170.00 $ - S 238.00 $ 238.00
25100630 EROSION CONTROL BLANKET SO,YD. 3109 1934 1175 $ 2.00 $ 3,868.00 $ 2,3501D0 S 6,218.00
40200800 AGGREGATE SURFACE COURSE,TYPE B TON 42 42 $ 40.00 $ - S 1,690DO $ 1,680.00
40600982 HOT-MIX ASPHALT SURFACE REMOVAL-BUTT JOINT SQ-YD. 240 112 128 1$ LOD $ 112.00 $ 128.00 $ 240.00
40603340 HOT-MIX ASPHALT SURFACE COURSE,MIX"D",NM TON 31 IS 16 $ 70.00 $ 1,050.00 $ 1,120.00 $ 2,170.00
40700100 BITUMINOUS MATERIALS(TACK COAT) POUND 112 52 ED $ 1.00 $ 52.00 $ 60.00 $ 112.00
420DYMO PAVEMENT CONNECTOR(PCC)MR MIDGE APPROACH SLAB SO.YD. 224 91 133 $ 250.00 $ 22,750.00 $ 33.2503D0 $ 56,000.00
42001300 PROTECTNECOAT SQ.M. 224 91 133 S 2.00 $ 182.00 $ 266.00 $ 448.00
44000100 PAVEMENT REMOVAL SQ.M. 181 40 141 $ 21.00 $ 840.00 $ 2,961,00 $ 3,801.00
44000400 GUTTER REMOVAL FOOT 87 87 $ 10.00 $ - $ 870.00 $ 870.00
44000500 COMBINATION CURB AND GUTTER REMOVAL FOOT 114 24 90 LE
10.00 $ 240.00 S 900.00 $ 1,140.00
44000600 SIDEWALK REMOVAL SC,FT, 267 267 $ - $ 801.00 $ 801.00
44001980 CONCRETE BARRIER REMOVAL FOOT 71 71 $ - $ 2,272.00 $ 2,272.00
44004250 PAVED SHOULDER REMOVAL SQ.YD. 89 89 $ - S 1,068,00 $ 1,068.00
50100100 REMOVAL OF EXISTING STRUCTURES EACH 1 1 S - S 595,140.00 $ 595,140.00
50157300 PROTECTIVE SHIELD SQ,YD. 25% 435 1963 $ 13,050.00 $ 58,890.00 $ 71,940.00
50200100 STRUCTURE EXCAVATION CU.YD. 530 203 327 $ 50.00 $ 10,1501D0 $ 16,3501D0 $ 26,500.00
50300225 CONCRETESTRUCTURES W.YD. 13609 139.6 221.3 $ 700.00 $ 97,720.00 $ 154,910.00 $ 252,630.00
50300255 CONCREFESUPERSTRUCTURE CU.YD. 7079 241.7 466.2 $ 850.00 S 205,445.00 $ 396,270.00 $ 601,715.00
50300260 BRIDGE DECK GROOVING SQ.YD. 1345 489 856 S TOO $ 3,423,00 $ 5,992.00 $ 9,415.00
50300300 PROTECTIVE COAT SO,YD. 2328 $30 1498 $ 1.50 S 1,245.00 $ 2,247.00 $ 3,492.00
50301350 CONCRETE SUPERSTRUCTURE(APPROACH SLAB) CU.YD. 192.3 85.6 106.7 S 3501D0 $ 29,960.00 S 37,345.00 $ 67,305.00
50401325 FURNISHING ANI(ERECTING PRECAST PRESTRESSED CONCRETE REAMS,IL45-2438 FOOT 2560 997 1563 5 450.00 $ 4481650.00 $ 703,350.00 $ 1,152,000.00
SGBO0205 REINFORCEMENT-1,EPDXY COATED POUND 266640 98410 168230 $ 1.40 S 137,774.00 $ 235,522.00 $ 373,296,00
50900515 BARSPLICERS EA H914 33 951 $ 30.00 S 990.00 S 28,530.00 $ 29,520.00
50901750 PARAPET RAILING fOOT
546 24 522 1$ 100.00 $ 2,400.00 S 52,200.00 $ 54,600.00
CONTRACT 1-18-4352 PRE-FINAL(95%)IGA ENGINEER'S ESTIMATE-PAGE 1 APRIL 28,2020
THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY
IGA PARTICIPATION COST BREAKDOWN EXHIBIT A SUBMITTED ON: 6/1/2020
WINDSOR DRIVE BRIDGE REPLACEMENT OVER 1-88 TO 1-294 CONNECTOR RAMPS BIDS DUE: 8/25/2020
�I�DlS VILLAGE OF OAK BROOK START DATE: 12/15/2020
DESIGN CONTRACT NO.1-18-4352 MID-POINT: 5/22/2021
AM CONSTRUCTION CONTRACT NO.1-18-4352 FINISH DATE: 11/29/2021
FINAL(BID SET)IGA ENGINEER'S ESTIMATE(BREAKDOWN)
PREPARED BY DSE:THE UPCHURCH GROUP,INC.
51100100 SLOPE WALL4INCH SO YO. 700 240 460 5 120.00 $ 28,800.00 $ 55,200-00 5 84,000-00
51201900 FURNISHING STEEL PILES HP14X89 FOOT 1905 762 1143 $ 65.00 S 49,530.00 $ 74,295.00 $ 123,825.00
51202305 DRIVING PILES FOOT 1905 762 1143 $ 1.00 S 762.00 $ 1,143.00 $ 1,905.00
51203900 TEST PIIESTEEL HP 14X89 EACH 3 3 $ 10,000.00 $ - $ 301000.00 $ 30,000-00
51204650 PILESHOES EACH SB 22 36 $ 21ODO $ 4,620.00 $ 7,560.00 $ 12,180.00
GBSP 52000030 PREFORMED JOINT SEAL,2 In FOOT 140 56 86 $ 300.00 $ 16,200-00 $ 25,80000 5 42,000.00
52200020 TEMPORARY SOIL RETENTION SYSTEM SO,FT, 1 588 503 85 1$ 20.00 $ 10,06000 $ 1,70000 $ 11,760.00
SB600101 GRANU JAR BACKFILL FOR STRUCTURES CU.YD. 275 85 190 $ 6000 5 5,10000 $ 11,400.00 $ 16,50000
58700300 CONCRETESEALER SO R. 2663 1046 1617 $ 1.50 $ 1,569DO $ 2,425.50 $ 3,994.50
59100100 GEOCOMPOSTE WALL DRAIN SO M. 141 45 96 $ 25.00 S 1,125.00 $ 2,400.00 $ 3,52500
63200310 GUARDRAIL REMOVAL FOOT 241 241 $ 6.00 $ - $ 1,446.00 S 1,44600
70103815 TRAFFIC CONTROL SURVEILLANCE CAL.DA. 200 200 $ 250.00 $ - $ 50.000.00 S 50,000DO
ODE 70300904 PAVEMENT MARKING TAPE,IYPEIV4" FOOT 5746 5746 $ 1.00 $ - $ 5,746.00 $ 5,746.00
ODE 70300924 PAVEMENT MARKING TAPE,TYPE IV 24" FOOT 44 44 $ 6.00 $ - $ 264.00 $ 264.00
70600260 IMPAR ATTENUATORS,TEMPORARY(FULLY REDIRECINE,NARROW(,TEST LEVEL 3 EACH 2 2 $ 7,500DO S - $ 15,00000 $ 15,00000
70600280 IMPAR ATTENUATORS,TEMPORARY(SEVERE USE,NARROWL TEST LEVEL 3 EACH 4 4 $ 9,500.00 $ - $ 38,00000 $ 38,OODDO
70600332 IMPAR ATTENUATORS,RELOCATE(FULLY REDIRECTIVE,NARROW,TEST LEVEL 3 EACH 2 2 $ 1,95000 $ - $ 3,90000 $ 3,900,00
72400200 REMOVE SIGN PANEL ASSEMBLY-TYPE B EACH 2 2 $ 60.00 $ - $ 12000 $ 12000
72400330 REMOVE SIGN PANEL-TYPES SOFT. 248 248 $ 7.00 $ - $ 1,73600 $ L736DD
72400730 RELOCATE SIGN PANEL-TYPE 3 SOFT. 248 248 $ 25.00 $ - $ 6,200.00 $ 6,20000
78005110 EPDXY PAVEMENT MARKING UNE-4" FOOT 065 1865 S 2.00 $ - $ 3,730.00 $ 3,730,00
81300610 JUNCTION BOX,STAINLESS STEEL ATTACHED TO STRUCTURE,14"X12"X6" EACH 4 4 $ 950D0 $ 3,800,00 $ - $ 3,800.00
01 89000050 TEMPORARY BRIDGE TRAFFIC SIGNAL INSTALLATION EACH 1 1 $ 100,000.00 S - $ 100,000.00 $ 100,000.00
' X03227357 CONSTRUCTION VIBRATION MONITORING L.SUM I I S 100,000.00 $ - $ 100,000.00 $ 100,000.00
BDE X0327979 PAVEMENT MARKING REMOVAL-GRINDING SOFT. 736 736 $ 2.00 S - $ 1,47200 S 1,48.00
' X140)238 LUMINAIRE,LED,SPECIAL EACH 2 2 $ 2,00000 $ 4,000.00 $ - $ 4,000W
' X7010216 TRAFFIC CONTROL AND PROTECTION.(SPECIAL) L SUM 1 1 $ 79,000-0 $ - $ 79,000.00 S 79,00000
ODE X7030005 TEMPORARY PAVEMENT MARKING REMOVAL SO,FT. 1 2026 2026 $ 1.00 $ - $ 2,02600 $ 2,026,00
' X8140215 HEAVY-DUTY HANDHOLE TO BE ADJUSTED EACH 1 1 $ 4,000.00 $ - $ d,D0000 $ 4,000.00
" X8304520 LIGHT POLE,ALUMINUM,30 FT.M.H.,BFT.MAST ARM(SPECIAL) EACH 2 2 $ 2,000.00 $ 4,000DO $ - $ 4,00000
' Z S52 APPROACH SLAB REMOVAL SO YD. 106 106 $ 35DD $ - S 3,71000 $ 3,710,00
" Z0018002 DRAINAGE SCUPPERS,DS-I1 EACH 6 2 4 $ 1,170.00 S 2,340.00 $ 4,6110.00 $ 7,020.00
DI 20030850 TEMPORARY INFORMATION SIGNING SO.FT. 114 114 $ 15.00 $ - is L71000 I$ 1,710.00
GBSP 20046304 PIPE UNDERORAINS FOR STRUCTURES 4" FOOT 184 54 130 $ 25.00 $ 1,3501D0 $ 3,250.00 $ 4,600.00
DI 20073510 TEMPORARY TRAFFIC SIGNAL TIMING EACH 1 1 $ 2,020.00 S - $ 2,000.00 1$ 2,000.00
• 11211110 TOPSOIL MCAVATION AND PLACEMENT CU.YD. 350 214 136 $ 32.00 $ 6,848.00 S 4,352D0 I$ 11,20000
CONTRACT 1-18-4352 PRE-FINAL(95%)IGA ENGINEER'S ESTIMATE-PAGE 2 APRIL 28,2020
THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY
IGA PARTICIPATION COST BREAKDOWN EXHIBIT A SUBMITTED ON: 6/1/2020
WINDSOR DRIVE BRIDGE REPLACEMENT OVER 1-88 TO 1-294 CONNECTOR RAMPS BIDS DUE: 8/25/2020
1170IS VILLAGE OF OAK BROOK START DATE: 12/15/2020
DESIGN CONTRACT NO.1-18-4352 MID-POI : 5/22/2021
M7 HWY CONSTRUCTION CONTRACT NO.1-18-4352 FINISH DATE: 11/29/2021
FINAL(BID SET)IGA ENGINEER'S ESTIMATE(BREAKDOWN)
PREPARED BY DSE:THE UPCHURCH GROUP,INC.
" /1211126 TOPSOIL FURNISH AND PLACE,6" SO,YD. 150 150 $ 25.00 $ 3,750.00 $ - $ 3,750.00
• /1282010 SUBGRADE FILTER FABRIC SO,YD. 155 155 $ 1.50 $ - $ 232.50 $ 232.50
JIW6107 ASPHALT TACK COAT POUND 28 28 $ 1.00 S - S 28.00 $ 28.00
J1481120 AGGREGATE SHOULDERS WITH FILTER FABRIC,TYPE CU.YD. 30 30 $ 135.00 S - $ 4,050.00 $ 4,050.00
• 11482304 WARM-MIK ASPHALT SHOULDERS(6 IN.) SO,YD. 89 89 $ 51.00 $ - $ 4,53900 $ 4,539.00
11503030 REMOVAL OF EXISTING CONCRETE PIER PROTECTION BARRIER FOOT 125 125 $ 50.00 $ - $ 6,250.00 $ 6,2507
" 11635010 ROADWAY DELINEATORS EACH 4 4 $ 40.00 $ - $ 160.00 $ 16000
' 11664400 RIGHT OF WAY FENCE REMOVAL FOOT 256 54 202 $ 7.00 $ 378.00 $ 1,414.00 $ 1,792.00
• 11704000 TEMPORARY CONCRETE BARRIER FOOT 2687.5 2687.5 $ 25.00 $ - $ 67,18750 $ 67,18750
• /1704005 RELOCATETEMPORARY CONCRETE BARRIER FOOT 600 600 $ 9.00 $ - $ 5,400.00 $ 5,400.00
• 11781010 RAISED PAVEMENT LANE MARKER REFLECTOR EACH 100 100 $ 17.00 $ - $ 1,70000 $ 1,700.00
• /1782022 BARRIER WALL REFLECTORS,TYPE C EACH 88 88 $ 800 S - $ 70400 $ 70400
' 11811280 CONDUIT ATTACHED TO STRUCTURE,3"DIA.,STAINLESS STEEL FOOT 10 10 $ 125.00 $ - $ 1,250.00 $ 1,25000
`• 15120710 DUST CONTROL WATERING UNIT 100 100 $ 49.00 $ - $ 4,90D00 $ 4,90000
'• 15120710 ENERGY ATTENUATOR EACH 2 2 $ 35,000.00 $ - $ 70,00000 $ 70,00000
•` 15120715 ENERGY ATTENUATOR CONCRETE PAD SO,R. 184 184 S 25.00 $ - $ 4,600.00 $ 4,600.00
`• /5120720 ENERGY ATTENUATOR REMOVAL EACH 2 2 $ 1,000.00 $ - $ 2,000.00 $ 2,00000
" /5213004 EXPLORATION TRENCH,UTILITIES(HAND EXCAVATION) FOOT W SO $ 84.00 $ - $ 4,200.00 $ 4,20000
" /5213006 EXPLORATION TRENCH,UTILITIES(VACUUM EXCAVATION) FOOT 50 50 $ 67.00 $ - $ 3,350.00 $ 3,350.00
" IS250220 SEEDING,CLASS 2E ACRE 0.5 0.3 0.2 $ 2,020.00 S 6D600 $ 404.00 $ 1,01000
"• 15250221 SEEDING,CLASS 2F ACRE 0.25 0.25 $ 2,02000 $ 505.00 S - $ 505.00
'• IS250305 SEEDING,CLASS 3E ACRE 0.25 0.2 0.05 $ 2,020.00 $ 40400 $ 101.00 $ 50500
•" 1$280020 MANAGEMENT OF EROSION AND SEDIMENT CONTROL CAL.MO. 10 10 $ 71400 S - $ 7,140.00 $ 7,14000
•" 15280050 SILT FENCE FOOT 369 369 $ 3.OD $ - S 1,107.00 $ 1,107.OD
•' 15280051 RE-ERECT SILT FENCE FOOT 74 74 $ 3.00 $ - $ 22200 $ 222.00
•` 15280070 STABILIZED CONSTRUCTION ENTRANCE SO,YD. 130 130 $ 29.00 $ - $ 3,770.00 $ 3,770.00
•' /5280120 TREE PROTECTION FOOT 96 96 $ 5.00 $ 480.00 $ - $ 480.00
•' 152801W TEMPORARY STABILIZATION WITH STRAW MULCH ACRE 0.75 0.5 0.25 $ 2,52000 S 1,26000 $ 630.00 S 1,890.00
/5280151 SAME-DAYSTABILIZATION SO,YD. 1567 1067 500 $ 1.00 $ 1,06700 $ 50000 S 1,567.00
•' 15280180 RECTANGULAR INLET PROTECTION EACH 6 6 $ 15000 $ - $ 900.00 $ 900.00
" 15280305 TEMPORARY DITCH CHECKS FOOT 294 294 $ MOD $ - $ 4,116.00 $ 4,116.00
/5664305 RIGHT-0F-WAY FENCE,TYPE 1,6" FOOT 252 54 198 $ 14.00 $ 756.00 1$ 2,77200 1$ 3,528.00
" 15664310 CORNER POST,RIGHF-OF-WAY FENCE,TYPE 1 EACH 15 15 $ 39800 $ - $ 5,970.00 $ 5,97000
" /5664320 END POST,RIGHT-0F-WAY FENCE,TYPES EACH 4 4 $ 3% $ - $ 1,59200 $ 1,592.00
•' 1S670000 FIELD OFFICE,TYPE C CAL.MO. 30 10 $ 3,000.00 $ - $ 30,000.00 $ 30,000.00
'• JS671010 MOBILIZATION,TOLLWAY L.SUM 1 0.25 0.75 $ 316,000.00 $ 79000.00 S 237000.00 1$ 316,000.00
CONTRACT 1-18-4352 PRE-FINAL(95%)IGA ENGINEER'S ESTIMATE-PAGE 3 APRIL 28,2020
THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY
IGA PARTICIPATION COST BREAKDOWN EXHIBIT A SUBMITTED ON: 6/1/2020
r WINDSOR DRIVE BRIDGE REPLACEMENT OVER 1-88 TO 1-294 CONNECTOR RAMPS BIDS DUE: 8/25/2020
IS VILLAGE OF OAK BROOK START DATE: 12/15/2020
DESIGN CONTRACT NO.1-18-4352
CONSTRUCTION CONTRACT NO.1-18-4352 FINISH DATE: 11/29/2021
FINAL(BID SET)IGA ENGINEER'S ESTIMATE(BREAKDOWN)
PREPARED BY DSE:THE UPCHURCH GROUP,INC.
15701010 MAINTENANCE OF TRAFFIC L.SUM 1 0.25 0.75 $ 105,000.00 $ 26,25040 $ 78,750AD $ 105,000.00
•' 15733210 BRIDGE ICONCRETE)MOUNTED SIGN SUPPORT FOOT 22 22 $ 20040 S - $ 4,400.00 $ 4,400.00
/5810875 UNDERGROUND CONDUIT,COILABLE NON METALLIC CONDUIT 2"DR. FOOT 210 210 $ 15.00 $ - $ 3,150.00 $ 3.150.00
•' /5811032 CONDUIT ATTACHED TO STRUCTURE,1"DIA.,PVC COATED GALVANIZED STEEL FOOT 310 310 $ 25.00 $ - $ 7,75040 $ 7,75040
•" 15811051 CONDUIT ATTACHED TO STRUCTURE,11/2"DIA.,PVC COATED GALVANIZED STEEL FOOT 42 42 $ 37.00 $ - $ 1,55440 S 1,554.00
•' 15813022 JUNCTION BOX,STAINLESS STEEL,ATTACHED TO STRUCTURE,6"X6"X4" EACH 4 4 $ 575.00 $ - $ 2,300.00 $ 2,30040
'• 15813053 JUNCTION BOX,STAINLESS STEEL,ATTACHED TO STRUCTURE,12"X10"X 6" EACH 4 4 $ $91.00 $ - $ 3,56440 $ 3,564.00
JM13083 JUNCTION BOX,STAINLESS STEEL,ATTACHED TO STRUCTURE,18"X18"X B" EACH 2 2 $ 1,14840 $ - $ 2,296.00 $ 2,29640
'• JS817211 ELECTRIC CABLE IN CONDUIT,600V IXLP-TYPE USE)I/C NO.10 FOOT 1200 1200 $ 2.00 $ - $ 2,400.00 S 2,400.00
•' 15817214 ELECTRIC CABLE IN CONDUIT,6WV(XLP-TYPE USE)I/C NO.4 FOOT 210 210 $ 2.50 $ - $ 52540 $ 525M
•' /5817215 ELECTRIC CABLE IN CONDUIT,600V 0(LP-TYPE USE)I/C NO.2 FOOT 840 840 $ 6.00 $ - $ 5,04040 $ 5,040.00
15821110 UNDERPASS LUMINAIRE,LED EACH 4 4 $ 1,28940 $ - $ 5,15640 $ 5,156.00
•' 15842100 REMOVAL OF UNDERPASS LUMINAIRE EACH 2 2 $ 400.00 $ - $ 80040 $ 800.00'
•• 15846001 MAINTAIN LIGHTING SYSTEM L.SUM 1 1 $ 12,000.00 $ - $ 12400.00 $ 12,00040
' JTW1020 POROUSGRANUARSUBBASE CU.YD. SO 50 $ 50.00 $ - $ 2,500.00 $ 2,500.00
• JT595001 BRIDGE DRAINAGE SYSTEM,LOCATION NO.1 LSUM 1 1 $ 3,20040 $ - $ 3,20040 $ 3,200.00
• 1T637930 CONCRETE MEDIAN BARRIER TRANSITION,DOUBLE FACE,TYPE V FOOT 138 - 138 $ 300.00 $ - $ 41,400.00 $ 41.400.00
• JT669030 EARTHWORK CONSTRUCTION REPORT LSUM 1 1 $ 5,000.00 S - $ 5,00040 $ 5,00040
• IT669040 EARTHWORK FINAL CONSTRUCTION PIAN LSUM 1 1 $ S'".00 S - $ 5,00040 $ 5,000.00
1701030 SUPPLEMENTAL BARRICADE EACH 100 100 $ 2.00 $ - $ 20040 $ 200.00
' JTMI031 SUPPLEMENTAL SIGNING SOFT 150 150 $ 10.00 $ - $ 1,500.00 $ 1,50040
• IT701032 SUPPLEMENTAL FLASHING ARROW BOARD(PER DAY) EACH 50 50 $ 18.00 $ - $ 900.00 S 900.00
" IT701033 SUPPLEMENTAL FLASHING ARROW BOARD(PER WEEK) EACH 12 12 $ 73.00 $ - $ 876.00 S 87640
" IT701034 SUPPLEMENTAL FLASHING ARROW BOARD(PER MONTH) EACH 4 4 $ 213JDD $ - $ 852.00 $ 85240
• JT701035 SUPPLEMENTAL MAINTENANCEOFTRAFFIC DAY 30 30 $ 7540 $ - $ 2,250.00 $ 2,25040
" JT7012M PORTABLE CHANGEABLE MESSAGE SIGN CAL DAY 30 30 $ 45.00 $ - $ 1,350.00 $ 1,350.00
' JTM1210 PORTABLE CHANGEABLE MESSAGE SIGN WEEK 4 4 $ 338.00 S - $ 1,35240 $ 1,35240
JTM1220 PORTABLE CHANGEABLE MESSAGE SIGN CAL MO 4 4 $ 67540 $ - $ 2,700.00 $ 2,70040
' JT780300 MULTI-POLYMER PAVEMENT MARKING-LINE 4" FOOT 900 900 $ 1.00 $ - $ 90040 $ 90040
JT780310 MULTI-POLYMER PAVEMENT MARKING-LINE 6" FOOT 780 780 $ 2.00 $ - $ 1,56040 $ 1,56040
• IT783005 WATERBLST PAVEMENT MAR KING REMOVAL WITH VACUUM RECOVERY SO,FT. 687 687 $ 1.00 S - $ 68740 S 687.00
' IT783009 RAISED PAVEMENT LANE MARKER,REFLECTOR REMOVAL EACH 100 100 $ 10.00 $ - $ 1.00040 $ 1,000.00
' IT789010 ARCHITEC URALMETALLETTER EACH 24 24 $ 50040 $ - $ 12,00040 $ 12,000.00
IT990100 REMOVE HIGH TENSION CABLE MEDIAN BARRIER FOOT 178 27 151 $ 4.00 S 10840 $ 60440 $ 71240
' 1T990101 REMOVE HIGH TENSION CABLE MEDIAN BARRIER TERMINALS EACH4 d $ 500.00 $ - $ 2,00040 $ 2.000.00
• IT990105 HIGH TENSION CABLE MEDIAN BARRIER FOOT 178 27 151 1 5 15.00 $ 40540 $ 2,26540 $ 2,670.00
CONTRACT 1-18-4352 PRE-FINAL(95%)IGA ENGINEER'S ESTIMATE-PAGE 4 APRIL 28,2020
THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY
IGA PARTICIPATION COST BREAKDOWN EXHIBIT A SUBMITTED ON: 6/1/2020
�IS WINDSOR DRIVE BRIDGE REPLACEMENT OVER 1-98 TO 1-294 CONNECTOR RAMPS BIDS DUE: 8/25/2020
VILLAGE OF OAK BROOK START DATE: 12/15/2020
ToBuwv DESIGN CONTRACT NO.1-18-43S2 MID-POINT: 5/22/2021
✓J CONSTRUCTION CONTRACT NO.1-18-4352 FINISH DATE: 11/29/2021,
FINAL(BID SET)IGA ENGINEER'S ESTIMATE(BREAKDOWN)
PREPARED BY DSE:THE UPCHURCH GROUP,INC.
' JT99U106 HIGH TENSION CABLE MEDIAN BARRIER TERMINALS EACH 4 q $ 3,600.00 $ - $ 14,400.00 $ 141400M
TOTAL AMOUNT OF CORE WORK $ 1,283,392.00 $ 3,705,211.50 $ 9,988,603.50
' JT155MI CONTRACTOR'S QUALITY PROGRAM LSUM 1 0.25 0.75 $ 105,000.DO $ 26,250.00 $ 78,750.00 S 105,000.00
' 17152000 CONTRACT SPECIFIED INCENTIVE PAYMENT UNIT 100000 10000 $ 1.00 $ - $ 100,000.00 S 300,000.00
' IT154002 DISPOSAL OF UNIDENTIFIED HAZARDOUS WASTE UNIT WOOD WOOD $ 1.00 $ - $ 10,000.00 $ 10,000.00
• /7154005 EMERGENCY PAVEMENT AND SHOULDER REPAIRS UNIT 5000 `088 5 1.00 $ - $ 5,000.00 $ 5,000.00
" ITI5008 UNFORESEEN ADDITIONAL MAINTENANCE OF TRAFFIC UNIT 30000 30000 $ IAO $ - $ 30,000.00 $ 30,000.00
• JTIW16 ALLOWANCE FOR UNFORESEEN EROSION CONTROL MEASURES UNIT 6000 GOOD $ 1.00 $ - $ 6,000.00 $ 6,000,00
L /7154045 CONTRACT ALLOWANCE FOR COLD WEATHER PAVEMENT MARKINGS UNIT 5000 5000 $ LED $ - $ 5,ODODO S 5,000.00
1T354067 CONTRACT ALLOWANCE FOR CONSTRUCTIONWORK APPRENTICES UNIT 15000 15000 $ LOD $ - $ 15,000.00 $ IS,000AO
17154116 JALLOWANOE FOR UTILITY LINE PROTECTION UNIT 10000 10000 $ 1.00 S - $ 10,000.00 $ 10,000.00
ESTIMATED SUBTOTAL CONSTRUCTION COST $ 1,309,642.00 $ 3,964,061..50 $ 1,2]4,603,50
CONTINGENCY(5%OF CONSTRUCTION COST) LSUM 1 $ 651483.00 $ 1%,249.00 $ 263,732.00
ESTIMATED CONSTRUCTION COST 5 1,375.125.00 5 4,163,210.50 $ 5,53.0 135,50
ENGINEERING DESIGN ENGINEERING LSUM 1 0.25 MIS $ 1,597,911.28 $ 399,477.82 $ 1.1%,433.96 $ 1,597,911.28
ENGINEERING CONS TRUCTION ENGINEERING LSUM 1 0.25 0.75 $ 830,073A1 $ 207,518.35 $ 622,555.06 $ 830,073.41
ESTIMATED TOTAL COST 5 1,982,123.1] $ 5,984,199.02 $ 7,966,320.19
` SPECIAL PROVISION
TOLLWAY SUPPLEMENTAL SPECIFICATION
BDE IDOT BDE SPECIAL PROVISION
BGBSP IDOTGUIDE BRIDGE SPECIAL PROVISION
01 IDOT DISTRICT ONE SPECIAL PROVISION
CONTRACT 1-18-4352 PRE-FINAL(95%)IGA ENGINEER'S ESTIMATE-PAGE 5 APRIL 28,2020