HomeMy WebLinkAboutSportsCorePropertyImprovements_BidDocs_25-0321_REVwADD1Bid Opening Date:……………………………………………….………...………March 27, 2025
Bid Opening Time:……...…….…………………………………………….…………...10:00 AM
Bid Opening Location:………..…………………………………..........Butler Government Center
Bid Deposit:…………………..……………..…………………………..10% of the Amount of Bid
Performance and Labor and Materials Bonds: .………………….…...100% of the Amount of Bid
Obtain information from:
Dan Schroeder, P.E.
Christopher B. Burke Engineering, Ltd.
9575 West Higgins Road, Suite 600
Rosemont, Illinois 60018
(847) 823-0500
Submit Bids to:
Rania Serences, Purchasing & Budgeting Coordinator
Butler Government Center
1200 Oak Brook Road
Oak Brook, IL 60523
Note: This cover sheet is an integral part of the contract documents and is, as are all of the
following documents, part of any contract executed between the Village of Oak Brook and any
successful BIDDER. Do not detach any portion of this document. Invalidation could result.
Village of Oak Brook
SPORTS CORE PROPERTY
IMROVEMENTS
I
LLINOIS
OF
ENGINEER
PROFESSIONAL
REGISTERED
062-070833
DANIE LJ,SC
HRO
E
DER
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
BID PACKAGE
TABLE OF CONTENTS
BIDDING DOCUMENTS
1. Invitation for Bidder’s Proposals
2. General Instructions to Bidders
3. Special Instructions to Bidders
4. Bidder’s Proposal
5. Bidder’s Sworn Acknowledgment
6. Bidder’s Sworn Work History Statement
7. Form of Bid Bond
8. Request for Additional Information
9. Bidder’s Sworn Statement of Responsibility
10. Notice of Award
CONTRACT
1. Contract Agreement
2. Contractor’s Certification
3. Schedule of Prices
4. General Conditions of Contract
5. Special Conditions of Contract
6. Contract Drawings
7. Special Provisions
8. Form of Performance Bond
9. Form of Labor and Material Payment Bond
10. Prevailing Wage Ordinance
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VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
INVITATION FOR BIDDER’S PROPOSALS
OWNER: ENGINEER:
Village of Oak Brook Christopher B. Burke Engineering, Ltd.
1200 Oak Brook Road 9575 W. Higgins Rd., Suite 600
Oak Brook, IL 60523 Rosemont, IL 60018
1. Invitation to Bid
Owner invites sealed Bidder’s Proposals for the Work described in detail in the Contract
and generally described as follows:
Contractor shall expand the parking lot at Oak Brook Golf Club and install a concrete pad
at the Oak Brook Golf Club driving range for future installation of a shelter by others.
Work under this Contract will generally include, but is not limited:
• Earth Excavation at both locations.
• Concrete Curb Type B in the expanded parking lot
• Aggregate Subgrade Improvement, HMA Base Course and HMA Surface Course
in expanded parking lot
• Pavement markings
• Concrete Pad at Oak Brook Golf Club driving range
• Grading and landscaping
• Other work as described within the plans and specifications
2. Defined Terms
All terms capitalized in this Invitation for Bidder’s Proposals and in the other
Bidding Documents are defined in the Bidding Documents and the Contract and shall
have such defined meanings wherever used. The Bid Package consists of the Bidding
Documents and the Contract, both as hereinafter defined.
3. The Bidding Documents
The Bidding Documents consist of the following documents, all of which are
by this reference made a part of this Invitation for Bidder’s Proposals as though fully set
forth herein:
INVITATION
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(1) Invitation for Bidder’s Proposals;
(2) General Instructions to Bidders;
(3) Special Instructions to Bidders;
(4) Addenda, if issued;
(5) Bidder’s Proposal;
(6) Bidder’s Sworn Acknowledgment;
(7) Bidder’s Sworn Work History Statement;
(8) Form of Bid Bond;
(9) Request for Additional Information, if any;
(10) Bidder’s Sworn Statement of Responsibility, if requested;
(11) Other Information Submitted by Bidder, if requested; and
(12) Notice of Award.
4. The Contract
The Contract consists of the following documents, all of which are by this
reference made a part of this Invitation for Bidder’s Proposals as though fully set forth
herein:
(1) Contract Agreement;
(2) Contractor’s Certification;
(3) Schedule of Prices;
(4) General Conditions of Contract;
(5) Special Conditions of Contract;
(6) Contract Drawings;
(7) Specifications;
(8) Form of Performance Bond;
(9) Form of Labor and Material Payment Bond;
INVITATION
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(10) Prevailing Wage Ordinance, Certified Payroll; and
(11) Addenda, if issued.
Engineer may, during construction, furnish such additional Contract Drawings and
Specifications or such other explanations as Engineer may consider necessary to
illustrate or explain the Work in further detail. The successful Bidder shall be required to
comply with the requirements of all such additional Contract Drawings and Specifications
or other explanations, all of which shall be considered part of the Contract and shall not
be considered as indicating additional Work.
5. Inspection and Examination
The Bidding Documents and the Contract may be examined at the office of
the Engineer, as listed above. The Bidding Documents can be downloaded from
QuestCDN via the Christopher B. Burke Engineering Ltd. (CBBEL) website
http://cbbel.com/bidding-info/ or at www.questcdn.com under Login using QuestCDN #
9586495 for a non-refundable charge of $50.00. A QuestCDN login will be required.
Contact QuestCDN.com at 952-233-1632 or info@questcdn.com for assistance in
membership registration and downloading this digital project information. Contractors
must purchase bid documents and be shown on the Bidder’s Planholder List in order to
bid. Bids received from contractors who are not in the Bidder’s Planholder List will be
rejected. Addenda will be issued only to plan holders. Questions should be directed to
Dan Schroeder (847) 823-0500 or dschroeder@cbbel.com
Each prospective Bidder shall, before submitting its Bidder’s Proposal,
carefully examine the Bidding Documents and the Contract. Each prospective Bidder
shall inspect in detail the Work Site and the surrounding area and shall familiarize itself
with all local conditions, including subsurface, underground and other concealed
conditions, affecting the Contract, the Work and the Work Site. The Bidder whose
Bidder’s Proposal is accepted will be responsible for all errors in its Bidder’s Proposal
including those resulting from its failure or neglect to make a thorough examination and
investigation of the Bidding Documents, the Contract, and the conditions of the Work Site
and the surrounding area.
6. Bid Opening
Owner will receive sealed Bidder’s Proposal for the Work until
10:00 o’clock, a.m., local time, March 27, 2025, at Owner’s office listed above (Attn:
Rania Serences, Purchasing & Budgeting Coordinator), at which time, or as soon
thereafter as possible, all Bidder’s Proposals will be publicly opened and read aloud within
the SE Dean Board Room of the Butler Government Center. Bids received after this date
and time will be returned to the sender unopened.
7. Bid Security, Bonds, and Insurance
INVITATION
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A. Bid Security. Each Bidder’s Proposal shall be accompanied by a
security deposit of ten (10%) percent of the Bidder’s Price Proposal in the form of (1) a
Cashier’s Check or Certified Check drawn on a solvent bank insured by the Federal
Deposit Insurance Corporation and payable without condition to Owner or (2) a Bid Bond
in the form included in the Bidding Documents from a surety company licensed to do
business in the State of Illinois with a general rating of A minus and a financial size
category of Class X or better in Best’s Insurance Guide.
B. Performance and Payment Bonds. The successful Bidder will be
required to furnish a Performance Bond and a Labor and Material Payment Bond upon
award of the Contract, each in the penal sum of the full amount of the Contract Price, in
the form included in the Contract and from a surety company meeting the requirements
set forth above. Each Bidder’s Proposal must be accompanied by a letter from such a
surety company stating that it will execute Bonds in the form included in the Contract
Documents upon award of the Contract to Bidder.
C. Insurance. The successful Bidder will be required to furnish
certificates of insurance as required by Section 4.2 of the Contract Agreement, Article IV
of the General Conditions of Contract, and Section 4 of the Special Conditions of Contract
upon award of the Contract. Each Bidder’s Proposal must be accompanied by a letter
from Bidder’s insurance carrier or its agent certifying that said insurer has read the
requirements set forth in the Contract and will issue the required certificates and policies
of insurance upon award of the Contract to Bidder.
DATED this 14th day of March 2025.
By: Netasha Scarpiniti
Village Clerk
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VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
GENERAL INSTRUCTIONS TO BIDDERS
TABLE OF CONTENTS
Section Page
1. Examination of Bidding Documents, Contract, and Work Site .............................. 1
2. Interpretation of the Bidding Documents and the Contract ................................... 3
3. Calculation of Unit Price Proposals and Compensation ....................................... 3
4. Prevailing Wages .................................................................................................. 4
5. Taxes and Benefits ............................................................................................... 4
6. Permits and Licenses ........................................................................................... 4
7. Preparation of Bidder’s Proposal .......................................................................... 5
8. Signature Requirements ....................................................................................... 6
9. Bid Security .......................................................................................................... 7
10. Surety and Insurance Commitments .................................................................... 8
11. Submission of Bidder’s Proposals ........................................................................ 8
12. Withdrawal of Bidder’s Proposals ......................................................................... 8
13. Public Opening of Bidder’s Proposals .................................................................. 9
14. Qualification of Bidders ......................................................................................... 9
15. Disqualification of Bidders .................................................................................. 10
16. Award of Contract ............................................................................................... 11
17. Notice of Award; Effective Date of Award ........................................................... 11
18. Failure to Sign Contract ...................................................................................... 12
19. Time of Starting and Completion ........................................................................ 13
20. Confidentiality ..................................................................................................... 13
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VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
GENERAL INSTRUCTIONS TO BIDDERS
1. Examination of Bidding Documents, Contract, and Work Site
A. Bidding Documents and the Contract. Each prospective Bidder
shall, before submitting its Bidder’s Proposal, carefully examine the Bidding Documents
and the Contract as defined in the Invitation for Bidder’s Proposals and included in this
Bid Package. The Contract contains provisions applicable not only to the successful
Bidder but also to all of its Subcontractors and Suppliers. In making copies of the Bidding
Documents and the Contract available to prospective Bidders, Owner and Engineer do
so only for the purpose of obtaining Bidder’s Proposals and such provision does not
confer a license or grant for any other use.
B. Work and Work Site Conditions. Each prospective Bidder shall,
before submitting its Bidder’s Proposal, personally inform itself, by on-site inspection and
investigation and by such other appropriate and lawful means as it may wish, of all
conditions under which the Work is to be performed; of the obstacles, unusual conditions
or difficulties that may be encountered, whether or not referred to in the Bidding
Documents or the Contract; and of all other relevant matters concerning the Work Site
and the surrounding area, including subsurface, underground and other concealed
conditions. In examining the Work Site and the surrounding area, special attention shall
be given to the cost and feasibility of the Work to be performed thereon, including the
arrangement and conditions of existing or proposed structures that will affect, or that will
be affected by, the Work; the procedures necessary for maintenance of uninterrupted
operations; the need to interrupt operations for any reason; and the availability and cost
of the means and methods of accomplishing the Work. Any prospective Bidder desiring
to make borings, explorations or observations to determine conditions at or around the
Work Site shall obtain permission from Owner or from any other property owner, as
appropriate, prior to commencement of any such activity.
Notwithstanding anything set forth in this Subsection 1B, it shall remain the
successful Bidder’s responsibility to (i) determine during construction the presence and
location of any underground obstructions and to make adjustments in the alignment or
grade of the Work to pass around, over, or under them, and (ii) determine during
construction the presence and location of any adverse soil conditions and to take all
necessary action to eliminate, address, or otherwise deal with such adverse soil
conditions, all without any equitable adjustment in the Contract Time or, except as
expressly provided, and only to the limited extent set forth, in Sections 2.1 through 2.3 of
the General Conditions of Contract included in this Bid Package, the Contract Price.
GENERAL INSTRUCTIONS
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C. Quantities. Each prospective Bidder shall, before submitting its
Bidder’s Proposal, satisfy itself, by personal inspection and investigation of the Work Site
or by such other appropriate and lawful means as it may wish, as to the correctness of
any quantities listed in the Bidding Documents.
D. Equipment, Materials, and Supplies. Each Bidder shall base its
Bidder’s Proposal on new, undamaged, first-quality equipment, materials, and supplies
complying fully with the Contract, and in the event any Bidder names or includes in its
Bidder’s Proposal equipment, materials, or supplies that do not conform, such Bidder
shall, if awarded the Contract, be responsible for furnishing equipment, materials, and
supplies that fully conform to the Contract at no increase in the Bidder’s Price Proposal.
E. Information Provided by Owner. When information pertaining to
subsurface, underground or other concealed conditions or obstructions, soils analysis,
borings, test pits, buried structures, utility locations or conditions, conditions of existing
structures, and similar site information or data and other investigations is shown or
indicated on the Contract Drawings included in this Bid Package, is distributed with the
Bidding Documents or the Contract, or is otherwise made available to any prospective
Bidder by Owner, such information is shown, indicated, distributed, or made available
solely for the convenience of such prospective Bidder and is not part of the Bidding
Documents or the Contract. Owner assumes no responsibility whatsoever in respect to
the sufficiency or accuracy of any such information, and there is no guaranty or warranty,
either expressed or implied, that the conditions indicated are representative of those
existing throughout the Work or the Work Site, or that the conditions indicated are
representative of those existing at any particular location, or that unanticipated conditions
may not be present.
F. Representation and Warranty of Bidder. Each Bidder submitting a
Bidder’s Proposal expressly thereby represents and warrants that it has had an adequate
period of time to conduct, and has conducted, the independent examinations, inspections
and investigations required by these General Instructions to Bidders. Each Bidder
submitting a Bidder’s Proposal expressly thereby further represents and warrants that
Bidder’s Price Proposal includes such allowances for contingencies, as Bidder deems
appropriate with respect to such risks and changes in the Work as the successful Bidder
is responsible for dealing with under the Contract without any equitable adjustment in the
Contract Price or Contract Time.
G. Remedies for Failure to Comply. The successful Bidder will be
responsible for all errors in its Bidder’s Proposal resulting from such Bidder’s failure or
neglect to comply with these General Instructions to Bidders. The successful Bidder shall
bear all damages and costs associated therewith, arising therefrom, or resulting from
matters or conditions first discovered during the progress of the Work, including, but not
limited to, damages or costs resulting from, arising out of, or in any way related to
increases in time-related costs; increases in costs of labor, equipment, materials, or
supplies; costs of additional personnel; costs of additional equipment; costs of additional
premium time for personnel or equipment; increase in costs for Bond or insurance
GENERAL INSTRUCTIONS
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premiums; lower labor productivity; lost profits or alternative income; effects on other
contracts; and costs of demobilization and remobilization.
2. Interpretation of the Bidding Documents and the Contract
A. Defined Terms. All terms capitalized in these General Instructions
to Bidders and in the other Bidding Documents are defined in the Bidding Documents and
the Contract and shall have such defined meanings wherever used.
B. Implied Terms. If any workmanship, equipment, materials, or
supplies that are not directly or indirectly set forth in the Contract are nevertheless
necessary to the proper provision, performance, and completion of the whole of the Work
in accordance with the intent of the Contract, each prospective Bidder shall understand
such workmanship, equipment, materials, or supplies to be implied and shall provide for
such workmanship, equipment, materials, or supplies in its Bidder’s Proposal as fully as
if it were particularly described.
C. Addenda. No interpretation of the Bidding Documents or the
Contract will be made except by written addendum duly issued by Engineer
(“Addendum”). No interpretation not contained in an Addendum shall be valid or have
any force or effect whatever.
All Addenda issued prior to the opening of Bidder’s Proposals shall become
a part of the Bidding Documents or the Contract, as the case may be. Each prospective
Bidder shall be responsible for inquiring from time to time as to the availability of Addenda.
If any prospective Bidder is in doubt as to the true meaning of any part of
the Bidding Documents or the Contract, such prospective Bidder shall submit to Engineer
a written request for an interpretation thereof as far in advance of the scheduled opening
of Bidder’s Proposals as possible.
Engineer shall use its best efforts to issue Addenda in response to all valid,
appropriate, and timely inquiries, but accepts no responsibility for doing so. Inquiries not
answered by Addenda shall be considered invalid, inappropriate, or untimely inquiries.
D. Informal Responses. Neither Owner nor Engineer will give oral
answers or instructions in response to any inquiries received prior to the award of the
Contract regarding the meaning of the Bidding Documents or the Contract nor any oral
indication as to the validity of any such inquiry. Any such oral answer, instruction or
indication shall not be binding, shall be deemed to be unauthorized and given informally
for the convenience of the Person making the inquiry, shall not be guaranteed, and shall
not be relied upon by any prospective Bidder. By submitting a Bidder’s Proposal, each
Bidder shall be deemed to have agreed that such information has not been used as a
basis of its Bidder’s Proposal and that the giving of any such information does not entitle
such Bidder to assert any claim or demand against Owner or Engineer on account thereof.
GENERAL INSTRUCTIONS
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3. Calculation of Unit Price Proposals and Compensation
On all items for which Bidder’s Proposals are to be received on a unit price
basis, Bidder’s Proposals will be compared on the basis of the approximate number of
units stated in the Bidding Documents multiplied by each Bidder’s respective Price
Proposal for each Unit Price Item.
Payment on the Contract for each Unit Price Item will be based on the actual
number of acceptable units of such Unit Price Item installed complete in place, measured
on the basis defined in the Contract.
The approximate quantities stated in the Bidding Documents shall not be
used in establishing the compensation due under the Contract. Such stated quantities
are Engineer’s estimate only for Owner’s convenience in comparing Bidder’s Proposals
and shall not be relied upon by prospective Bidders. Any increases in the number of units
of Unit Price Items required to complete the Work resulting from risks or changes in the
Work that the successful Bidder is responsible for dealing with under the Contract without
any equitable adjustment in the Contract Price shall be paid for at the respective Price
Proposal for each such Unit Price Item.
No Bidder shall, after submission of its Bidder’s Proposal, dispute or
complain of any estimate of Unit Price Items contained in the Bidding Documents nor
assert that there was any misunderstanding in regard to the nature or amount of Work to
be done.
4. Prevailing Wages
All wages paid by the Contractor and each subcontractor shall be in
compliance with The Prevailing Wage Act (820 ILCS 130), as amended, except where a
prevailing wage violates a federal law, order, or ruling, the rate conforming to the federal
law, order, or ruling shall govern. If the Department of Labor revises the wage rates, the
revised rate, as made available on the Department's official website, shall apply to this
contract and the Contractor will not be allowed additional compensation because of said
revisions. The Contractor shall be responsible to notify each subcontractor of the wage
rates set forth in this contract and any revisions thereto.
Contractor will comply with the Illinois prevailing wage law, as amended from time to time
and made available on the Department of Labor’s official website. Not less than the
prevailing rate of wages as found by the Illinois Department of Labor shall be paid to all
laborers, workers and mechanics performing work under the Contract. If the Department
of Labor revises the prevailing rate of wages to be paid laborers, workers or mechanics
under the Contract, the revised prevailing rate of wages shall apply to the Contract and
Contractor shall have the sole responsibility and duty to pay, and ensure that all
Subcontractors pay, the revised prevailing rate of wages to each person to whom a
revised rate is applicable. Revision of the prevailing wages shall not result in an increase
in the Contract sum or other cost to Village of Oak Brook. Contractor shall indemnify,
GENERAL INSTRUCTIONS
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defend and hold Village of Oak Brook harmless from any loss, including but not limited
to Village of Oak Brook's attorney’s fees, resulting from Contractor's failure to comply
with this prevailing wage clause. All bonds applicable to the Contract shall include a
provision as will guarantee the faithful performance of the obligation to pay the prevailing
rate of wages.
The Contractor and each subcontractor shall make and keep, for a period
of not less than 3 years, records of all laborers, mechanics, and other workers employed
by them on the project; the records shall include each worker's name, address, telephone
number when available, last four digits of their social security number, gender, race,
ethnicity, veteran status, classification or classifications, the hourly wages paid in each
period, the number of hours worked each day, the starting and ending times of work each
day, the worker’s hourly rate, the worker’s hourly overtime wage rate, the worker’s hourly
fringe benefit rates, the name and address of each fringe benefit fund, the plan sponsor
of each fringe benefit, if applicable, and the plan administrator of each fringe benefit.
The Contractor and each subcontractor shall submit monthly, in person, by mail, or
electronically a certified payroll to the Department of Labor, through the database
created by Section 5.1 of 820 ILCS 130. The certified payroll shall consist of a complete
copy of the records. The certified payroll shall be accompanied by a statement signed
by the contractor or subcontractor which states that: (i) such records are true and
accurate; (ii) the hourly rate paid to each worker is not less than the general prevailing
rate of hourly wages required; and (iii) the contractor or subcontractor is aware that filing
a certified payroll that he or she knows to be false is a Class B misdemeanor.
Upon seven (7) business days' notice, the contractor and each
subcontractor shall make available for inspection and copying at a location within this
State during reasonable hours, the records to the public body in charge of the project,
its officers and agents, and to the Director of Labor and his deputies and agents. The
Contractor and each subcontractor shall permit his/her employees to be interviewed on
the job, during working hours, by compliance investigators of the Department or the
Department of Labor.
5. Taxes and Benefits
Owner is exempt from state and local sales, use and excise taxes. Bidder’s
Price Proposal shall not include any such taxes. A letter of exemption will be provided to
the successful Bidder, if necessary. Owner will not reimburse, nor assist the successful
Bidder in obtaining reimbursement for, any state or local sales, use or excise taxes paid
by the successful Bidder. The successful Bidder shall be required to reimburse Owner
for any such taxes paid.
Bidder’s Price Proposal shall include all other applicable federal, state, and
local taxes of every kind and nature applicable to the Work as well as all taxes,
contributions, and premiums for unemployment insurance, old age or retirement benefits,
pensions, annuities, or other similar benefits. It shall be the sole responsibility of each
prospective Bidder to determine the applicability and amount of such taxes, contributions,
GENERAL INSTRUCTIONS
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and premiums and no extra compensation shall be paid by Owner for the successful
Bidder’s failure to include these costs in its Bidder’s Proposal.
6. Permits and Licenses
Except as otherwise expressly provided in the Special Conditions of
Contract included in this Bid Package, Bidder’s Price Proposal shall include the cost of
obtaining all permits, licenses, and other approvals and authorizations required by law for
performance of the Work. It shall be the sole responsibility of each prospective Bidder to
determine the applicable permits, licenses, and other approvals and authorizations and
no extra compensation shall be paid by Owner for the successful Bidder’s failure to
include these costs in its Bidder’s Proposal. The successful Bidder shall be required to
display all permits, licenses and other approvals and authorizations as required by law.
7. Preparation of Bidder’s Proposal
Bidder’s Proposals to enter into the Contract for the Work shall be made
only on the blank Bidder’s Proposal form furnished by Owner and included in this Bid
Package. Entries on the Bidder’s Proposal form shall be typed or legibly written in ink.
Price Proposals are to be written by words and by figures as provided on
the Bidder’s Proposal form. In case of any conflict, words shall prevail. In case of any
error in adding or multiplying individual items, the prices listed for individual items shall
control over any incorrect total of such items. A Bidder’s Proposal may be rejected if it
does not contain a requested price for each and every item named in the Bidder’s
Proposal form or may be interpreted as bidding “no charge” to Owner for any item left
blank, except as may be otherwise provided in the Special Instructions to Bidders
included in this Bid Package.
Prospective Bidders are warned against making alterations of any kind to
the Bidder’s Proposal form or to any entry thereon. Bidder’s Proposals that contain
omissions, conditions, alterations, or additions not called for by the Bidding Documents
may be rejected or interpreted so as to be most favorable to Owner.
Bidder’s Proposals that are not submitted on the Bidder’s Proposal form
furnished by Owner or that are separated from this bound Bid Package may be rejected.
Each Bidder shall securely staple into its Bidder’s Proposal a copy of each
Addendum issued for the Bidding Documents and the Contract and shall include in the
place provided therefor in the Bidder’s Proposal form a listing of all such Addenda.
Bidder’s Proposals that fail to comply with this Instruction may be rejected.
Each Bidder shall complete, sign as required pursuant to Section 8 of these
General Instructions to Bidders, and submit with its Bidder’s Proposal all of the following
documentation:
GENERAL INSTRUCTIONS
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(1) Bidder’s Sworn Acknowledgment included in this Bid
Package;
(2) Bidder’s Sworn Work History Statement included in this Bid
Package;
(3) Bid Security as required by Section 9 of these General
Instructions to Bidders;
(4) Surety Commitment Letter as specified in the Invitation for
Bidder’s Proposals;
(5) Insurance Commitment Letter as specified in the Invitation for
Bidder’s Proposals; and
(6) Such other documentation, if any, as may be required by any
Special Instructions to Bidders included in this Bid Package.
Every Bidder submitting a Bidder’s Proposal shall be conclusively deemed
to have evidenced an intention to be bound thereby whether or not the requirements for
signing Bidder’s Proposals found in Section 8 of these General Instructions to Bidders
are satisfied. However, any Bidder’s Proposal that fails to comply with Section 8 of these
General Instructions to Bidders may nevertheless be rejected.
If a deficiently prepared Bidder’s Proposal is not rejected, Owner may
demand correction of any deficiency and award the Contract to Bidder upon satisfactory
compliance with this Instruction.
8. Signature Requirements
A. Bidder’s Proposals. The following requirements shall be observed in
the signing of each Bidder’s Proposal:
(1) Corporations. Each Bidder’s Proposal submitted by a
corporation shall be signed by the President or other
authorized officer of the corporation and shall also bear the
attesting signature of the Secretary or Assistant Secretary of
the corporation.
(2) Partnerships. Each Bidder’s Proposal submitted by a
partnership shall be signed by all of its general partners or by
an attorney-in-fact. If signed by an attorney-in-fact, there shall
be attached to the Bidder’s Proposal a power of attorney
executed by all of the general partners of such partnership
evidencing authority of such attorney-in-fact to sign the
Bidder’s Proposal.
GENERAL INSTRUCTIONS
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(3) Individuals. Each Bidder’s Proposal submitted by an
individual shall be signed by such individual or by an attorney-
in-fact. If signed by an attorney-in-fact, there shall be attached
to the Bidder’s Proposal a power of attorney executed by such
individual evidencing the authority of such attorney-in-fact to
sign the proposal.
(4) Joint Ventures. Each Bidder’s Proposal submitted by a joint
venture shall be signed by each signatory of the joint venture
agreement by which such joint venture was formed in
accordance with the applicable provisions of (1), (2) and (3)
above or by an attorney-in-fact. If signed by an attorney-in-
fact, there shall be attached to the Bidder’s Proposal a power
of attorney executed by each signatory to the joint venture
agreement evidencing the authority of such attorney-in-fact to
sign the proposal.
Any Bidder’s Proposal that fails to comply with this Instruction may be
rejected, or, if not rejected, Owner may demand correction thereof and award the Contract
to Bidder upon satisfactory compliance with this Instruction.
B. Other Documents. The signature requirements set forth in
Subsection 8A shall apply to all other documents in the Bid Package required to be
executed by Bidder, Bidder’s sureties and Bidder’s insurance representatives as well as
to the Contract Agreement, the Contractor’s Certification and all other required
documentation related to the Contract.
Any Bidder’s Proposal that fails to comply with this Instruction may be
rejected, or, if not rejected, Owner may demand correction thereof and award the Contract
to Bidder upon satisfactory compliance with this Instruction.
9. Bid Security
A. Required Bid Security. Every Bidder’s Proposal shall be
accompanied by a 10% bid security in the form of a Cashier’s Check, Certified Check or
Bid Bond as specified in the Invitation for Bidder’s Proposals (“Bid Security”), which Bid
Security shall stand as a guaranty that (1) if Bidder is determined to be one of the Most
Favorable Bidders (see Section 14B below), Bidder will submit all additional information
requested by Owner; (2) if such Bidder’s Proposal is accepted, Bidder will timely file the
Bonds and the certificates and policies of insurance required by the Contract; and (3) if
such Bidder’s Proposal is accepted, Bidder will timely execute the Contract Agreement,
the Contractor’s Certification, and all other required documentation related to the
Contract.
GENERAL INSTRUCTIONS
-9-
Any Bidder’s Proposal that fails to comply with this Instruction may be
rejected, or, if not rejected, Owner may demand correction of any deficiency and award
the Contract to Bidder upon satisfactory compliance with this Instruction.
B. Return of Bid Security. Bid Security submitted in the form of
Cashier’s Checks or Certified Checks will be returned to all except the Most Favorable
Bidders within five Days after the opening of Bidder’s Proposals, and to the Most
Favorable Bidders within five Days after execution of the Contract Agreement by Owner.
Bid Bonds will not be returned unless otherwise requested by Bidder.
C. Liquidated Damages. If a Most Favorable Bidder fails to timely
submit all additional information requested by Owner, or if the successful Bidder fails to
timely and properly submit all required Bonds, certificates and policies of insurance, or if
the successful Bidder fails to timely and properly execute the Contract Agreement, the
Contractor’s Certification and all other required documentation related to the Contract, it
will be difficult and impracticable to ascertain and determine the amount of damage that
Owner will sustain by reason of any such failure. For such reason, every Bidder shall, by
submitting its Bidder’s Proposal, be deemed to agree that Owner shall have the right, at
its option in the event of any such default, to retain or recover as reasonably estimated
liquidated damages, and not as a penalty, the entire amount of the Bid Security or ten
percent of the Bidder’s Price Proposal, whichever is greater, or to exercise any and all
equitable remedies it may have against the defaulting Bidder.
10. Surety and Insurance Commitments
Every Bidder’s Proposal shall be accompanied by:
(1) A letter from a surety company, licensed to do business in the
State of Illinois with a general rating of A minus and a financial
size category of Class X or better in Best’s Insurance Guide,
stating that it will execute Bonds in the form included in the
Contract Documents upon award of the Contract to Bidder.
(2) A letter from Bidder’s insurance carrier or its agent certifying
that said insurer has read the insurance requirements set forth
in the Contract and will issue the required certificates and
policies of insurance upon award of the Contract to Bidder.
Any Bidder’s Proposal that fails to comply with this Instruction may be
rejected, or, if not rejected, Owner may demand correction of any deficiency and award
the Contract to Bidder upon satisfactory compliance with this Instruction.
11. Submission of Bidder’s Proposal
One copy of each Bidder’s Proposal, properly signed, together with the
required Bid Security (see Section 9), the required surety and insurance commitment
letters (see Section 10) and all other required documents, shall be enclosed in a sealed
GENERAL INSTRUCTIONS
-10-
envelope or package and shall be addressed and delivered to the place, before the time,
and in the manner designated in the Invitation for Bidder’s Proposals. Each sealed
envelope or package containing a Bidder’s Proposal shall be identified as such and shall
be marked with the title of the Contract and Bidder’s full legal name. All documents
designated in the Bidding Documents or the Contract, including any Addenda, will be
considered part of each Bidder’s Proposal whether attached or not. The Bidder’s
Proposal form shall not be removed from this bound Bid Package.
12. Withdrawal of Bidder’s Proposal
Any Bidder’s Proposal may be withdrawn at any time prior to the opening of
any Bidder’s Proposal, provided that a request in writing, executed by Bidder in the
manner specified in Section 8 of these General Instructions to Bidders, for the withdrawal
of such Bidder’s Proposal is filed with Owner prior to the opening of any Bidder’s Proposal.
The withdrawal of a Bidder’s Proposal prior to opening of any Bidder’s Proposal will not
prejudice the right of Bidder to file a new Bidder’s Proposal.
No Bidder’s Proposal shall be withdrawn without the consent of Owner for
a period of 90 Days after the opening of any Bidder’s Proposal. Any Bidder’s Proposal
may be withdrawn at any time following the expiration of said 90 Day period, provided
that a request in writing, executed by Bidder in the manner specified in Section 8 of these
General Instructions to Bidders, for the withdrawal of such Bidder’s Proposal is filed with
Owner after said 90 Day period. If no such request is filed, the date for acceptance of
such Bidder’s Proposal shall be deemed to be extended until such a request is filed or
until Owner executes a Contract pursuant to the Invitation for Bidder’s Proposals or until
Owner affirmatively and in writing rejects such Bidder’s Proposal.
13. Public Opening of Bidder’s Proposals
Bidder’s Proposals will be opened and the Price Proposals will be read
aloud publicly at the time and place indicated in the Invitation for Bidder’s Proposals or
as soon thereafter as possible. Bidders or their agents are invited to be present. All
Bidder’s Proposals received after the specified time of opening will be returned unopened.
14. Qualification of Bidders
A. Factors. Owner intends to award the Contract only to a Bidder that
furnishes satisfactory evidence that it has the requisite experience, ability, capital,
facilities, plant, organization and staffing to enable it to perform the Work successfully and
promptly and to complete the Work for the Contract Price and within the Contract Time.
B. Most Favorable Bidders. A preliminary determination as to eligibility
of up to three Bidders (herein referred to as “Most Favorable Bidders”) who shall be
eligible for further consideration shall be made on the basis of the amount of the Bidder’s
Price Proposals, Owner’s prior experience with the Bidders, Owner’s knowledge of the
Bidders’ performance on other relevant projects, and all other relevant facts or matters
GENERAL INSTRUCTIONS
-11-
mentioned in the Bidding Documents or the Contract or that Owner may legally consider
in making its determination. The making of such a preliminary determination shall not
waive Owner’s right to reject any and all Bidder’s Proposals nor waive such other rights
as are set forth in Section 16 of these General Instructions to Bidders.
C. Final Determination. The final selection of the successful Bidder
from among the Most Favorable Bidders shall be made on the basis of the above-
mentioned factors and any additional information that may be requested of all or any one
or more of the Most Favorable Bidders. Such additional information may include, but is
not limited to, a listing of available personnel, plant and equipment; a description of current
work loads and any pending bids or proposals; financial and litigation statements; and
any other pertinent information. If such additional information is required, Owner shall
issue a Request for Additional Information to one or more of the Most Favorable Bidders.
In the event Owner issues a Request for Additional Information, the responding Bidder
shall provide such information within two business days after receipt of said Request for
Additional Information or such other period as may be set forth therein. Failure to so
answer shall, at Owner’s option, be grounds for the imposition of liquidated damages, as
more specifically set forth in Section 9 above.
15. Disqualification of Bidders
A. More Than One Bidder’s Proposal. No more than one Bidder’s
Proposal for the Work described in the Contract shall be considered from any single
corporation, partnership, individual or joint venture, whether under the same or different
names and whether or not in conjunction with any other corporation, partnership,
individual or joint venture. Reasonable grounds for believing that any corporation,
partnership, individual or joint venture is interested, as a principal, in more than one
Bidder’s Proposal for the Work may cause the rejection of all Bidder’s Proposals in which
such corporation, partnership, individual or joint venture is interested. Nothing contained
in this Subsection 15A shall prohibit any single corporation, partnership, individual or joint
venture, whether under the same or different names and whether or not in conjunction
with any other corporation, partnership, individual or joint venture, from submitting a bid
or quoting prices to more than one Bidder for equipment, materials and supplies or labor
to be furnished as a Subcontractor or Supplier.
B. Collusion. If there are reasonable grounds for believing that collusion
exists among any Bidders, all Bidder’s Proposals of the participants in such collusion will
not be considered.
C. Default. If a Bidder is or has been in default on a contract with Owner
or in the payment of monies due Owner, its Bidder’s Proposal will not be considered.
D. Deficiencies. Owner expressly reserves the right in its sole and
absolute discretion to disqualify any Bidder that:
GENERAL INSTRUCTIONS
-12-
(1) submits a Bidder’s Proposal that does not contain a lump sum
or unit price for each pay item requested;
(2) submits a Bidder’s Proposal on a form other than the Bidder’s
Proposal form included in the Bidding Documents or alters
such form or detaches any part of such form from this bound
Bid Package;
(3) submits a Bidder’s Proposal that contains omissions,
alterations, unauthorized additions, conditional or alternate
bids, or irregularities of any kind that may tend to make the
Bidder’s Proposal incomplete, indefinite or ambiguous as to
its meaning, including, but not limited to, conditional surety
and insurance commitment letters;
(4) submits an unsigned or improperly signed Bidder’s Proposal;
(5) submits a Bidder’s Proposal containing any provision
reserving the right to accept or reject an award or to enter into
a Contract pursuant to award; or
(6) submits a Bidder’s Proposal that is not prepared in ink.
If the deficient Bidder is not disqualified, Owner may demand correction of
any deficiency and award the Contract to Bidder upon satisfactory compliance with these
General Instructions to Bidders and any Special Instructions to Bidders included in this
Bid Package.
16. Award of Contract
A. Reservation of Rights. Owner reserves the right to accept the
Bidder’s Proposal that is, in its judgment, the best and most favorable to the interests of
Owner and the public; to reject the low Price Proposal; to accept any item of any Bidder’s
Proposal; to reject any and all Bidder’s Proposals; to accept and incorporate corrections,
clarifications or modifications following the opening of the Bidder’s Proposals when to do
so would not, in Owner’s opinion, prejudice the bidding process or create any improper
advantage to any Bidder; and to waive irregularities and informalities in the bidding
process or in any Bidder’s Proposal submitted; provided, however, that the waiver of any
prior defect or informality shall not be considered a waiver of any future or similar defects
or informalities, and Bidders should not rely upon, or anticipate, such waivers in
submitting their Bidder’s Proposals.
B. Firm Offers. All Bidder’s Proposals are firm offers to enter into the
Contract and no Bidder’s Proposals shall be deemed rejected, notwithstanding
acceptance of any other Bidder’s Proposal, until the Contract has been executed by both
Owner and the successful Bidder or until Owner affirmatively and in writing expressly
rejects such Bidder’s Proposal.
GENERAL INSTRUCTIONS
-13-
C. Time of Award. It is expected that the award of the Contract, if it is
awarded, will be made within 90 Days following the opening of the Bidder’s Proposals.
Should administrative difficulties be encountered after the opening of the Bidder’s
Proposals, including the annulment of any award, that may delay an award or subsequent
award beyond such 90 Day period, Owner may accept any Bidder’s Proposal for which
the date for acceptance has been extended as provided in Section 12 of these General
Instructions to Bidders in order to avoid the need for re-advertisement. No Bidder shall
be under any obligation to extend the date for acceptance of its Bidder’s Proposal. Failure
of one or more of the Bidders or their sureties to extend the date for acceptance of its
Bidder’s Proposal shall not prejudice the right of Owner to accept any Bidder’s Proposal
for which the date for acceptance has been extended.
17. Notice of Award; Effective Date of Award
If the Contract is awarded by Owner, such award shall be effective when a
Notice of Award, in the form included in this Bid Package, or similar, has been delivered
to the successful Bidder (“Effective Date of Award”). Engineer will prepare two (2)copies
of the Contract based upon Bidder’s Proposal and will submit them to the successful
Bidder with the Notice of Award. Successful Bidder will have fourteen (14) days to return
fully executed contract, certificate of insurance, and required bonds to the Owner.
18. Failure to Sign Contract
A. Annulment of Award; Liquidated Damages. The failure or refusal of
a successful Bidder to comply or to otherwise fail or refuse to Sign the contract shall be
just cause for the annulment of the award and the imposition of liquidated damages or
the exercise of equitable remedies, both as more specifically set forth in Section 9 above.
B. Subsequent Awards. Upon annulment of an award, Owner may
accept, and award a Contract based on, any other Bidder’s Proposal as Owner, in its sole
judgment, deems to be the best or may invite new Proposals or may abandon the bidding
process or the Work.
19. Time of Starting and Completion
Work shall commence, shall be continuously and diligently prosecuted, and
shall be completed within the Contract Time stated in the Contract.
BIDDERS ARE DIRECTED TO THE GENERAL AND SPECIAL CONDITIONS OF
CONTRACT INCLUDED IN THIS BID PACKAGE FOR PROVISIONS CONCERNING
COORDINATION OF THE WORK WITH OTHER WORK BEING UNDERTAKEN BY OR
FOR OWNER. NO CLAIMS FOR DELAY OR INTERFERENCE BASED ON ANY SUCH
OTHER WORK WILL BE ALLOWED.
BIDDERS ARE DIRECTED TO THE GENERAL AND SPECIAL CONDITIONS OF
CONTRACT INCLUDED IN THIS BID PACKAGE FOR PROVISIONS, IF ANY,
GENERAL INSTRUCTIONS
-14-
RELATED TO LIQUIDATED DAMAGES FOR DELAYS IN COMPLETION OF THE
WORK OR ANY PORTION THEREOF.
20. Confidentiality
Each Bidder shall identify any information submitted in the bidding process
that is considered by it to be confidential or proprietary. Owner shall not disclose, outside
the bidding process, at any time, either during or subsequent to the bidding process, any
such designated confidential or proprietary information, unless such disclosure will not
cause competitive harm, or such information was actually known to Owner prior to its
submission by Bidder, or such information was properly obtained or developed
independently by Owner, or Bidder consents to such disclosure. Notwithstanding the
foregoing, each Bidder, by its submission of its Bidder’s Proposal, acknowledges that
Owner is subject to the Illinois Freedom of Information Act, 5 ILCS 140/1 et seq., and that
no disclosure made in good faith by Owner pursuant to such Act shall be deemed to
violate this Section.
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VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
SPECIAL INSTRUCTIONS TO BIDDERS
TABLE OF CONTENTS
Section Page
1. Special Bidding Considerations ............................................................................ 1
2. Special Construction Considerations .................................................................... 1
-1-
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
SPECIAL INSTRUCTIONS TO BIDDERS
1. Special Bidding Considerations
2. Special Construction Considerations
-1-
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
BIDDER’S PROPOSAL
Full Name of Bidder _____________________________________________ (“Bidder”)
Principal Office Address __________________________________________________
Local Office Address ____________________________________________________
Contact Person _____________________________ Telephone _________________
TO: Village of Oak Brook (“Owner”)
1200 Oak Brook Road
Oak Brook, Illinois 60523
Attention: Tim O’Malley, Interim Public Works Director
Bidder acknowledges and agrees that all capitalized terms in this Bidder’s
Proposal shall have the meaning given to them in the Bidding Documents and the
Contract.
Bidder warrants and represents that Bidder has carefully examined the Work Site
described below and its environs and has reviewed and understood all documents
included, referred to, or mentioned in this bound Bid Package, including Addenda
Nos. __________, [if none, write “NONE”], which are securely stapled to the end of
this Bidder’s Proposal.
1. Work Proposal
A. Contract and Work. If this Bidder’s Proposal is accepted, Bidder
proposes, and agrees, that Bidder will contract with Owner, in the form of the Contract
Agreement included in this Bid Package: (1) to provide, perform, and complete at the site
or sites described in this Bid Package (“Work Site”) and in the manner described and
specified in this Bid Package all necessary work, labor, services, transportation,
equipment, materials, apparatus, machinery, tools, fuels, gas, electric, water, waste
disposal, information, data, and other means and items necessary for the design, if any,
construction, and installation of the Sports Core Property Improvements, together with
related attachments, equipment and appurtenances thereto; (2) to procure and furnish all
permits, licenses, and other governmental approvals and authorizations necessary in
connection therewith except as otherwise expressly provided in the Special Conditions of
Contract included in this Bid Package; (3) to procure and furnish all Bonds and all
certificates and policies of insurance specified in this Bid Package; (4) to pay all
PROPOSAL
-2-
applicable federal, state, and local taxes; (5) to do all other things required of Contractor
by the Contract; and (6) to provide, perform, and complete all of the foregoing in a proper
and workmanlike manner and in full compliance with, and as required by or pursuant to,
the Contract; all of which is herein referred to as the “Work.”
B. Manner and Time of Performance. If this Bidder’s Proposal is
accepted, Bidder proposes, and agrees, that Bidder will perform the Work in the manner
and time prescribed in this Bid Package and according to the requirements of Owner
pursuant thereto.
C. General. If this Bidder’s Proposal is accepted, Bidder proposes, and
agrees, that Bidder will do all other things required of Bidder or Contractor, as the case
may be, by this Bid Package.
2. Contract Price Proposal
If this Bidder’s Proposal is accepted, Bidder will, except as otherwise
provided in Article II of the General Conditions of Contract included in this Bid Package,
take in full payment for the Work and all other matters set forth under Section 1 above,
including overhead and profit; taxes, contributions, and premiums; compensation to all
Subcontractors and Suppliers; and such risks and changes in the Work as Bidder or
Contractor, as the case may be, is responsible for dealing with under the Contract without
any equitable adjustment in the Contract Price, the compensation set forth on the
following “Schedule of Prices” (“Price Proposal”), which Schedule of Prices Bidder
understands and agrees will be made a part of the Contract Documents:
PROPOSAL
-3-
SCHEDULE OF PRICES
Code Item Unit Quantity Unit Price Total
20101000 TEMPORARY FENCE FOOT 320.0
20101200 TREE ROOT PRUNING EACH 1.0
20200100 EARTH EXCAVATION CU YD 590.0
20201200
REMOVAL AND DISPOSAL OF
UNSUITABLE MATERIAL
(UNDERCUTS)
CU YD 95.0
21001000 GEOTECHNICAL FABRIC FOR
GROUND STABILIZATION SQ YD 15.0
21101505 TOPSOIL EXCAVATION AND
PLACEMENT CU YD 270.0
25200100 SODDING SQ YD 2420.0
28000305 TEMPORARY DITCH CHECKS FOOT 100.0
28000400 PERIMETER EROSION BARRIER FOOT 715.0
28000500 INLET AND PIPE PROTECTION EACH 1.0
30300001 AGGREGATE SUBGRADE
IMPROVEMENT CU YD 95.0
35101600 AGGREGATE BASE COURSE, TYPE
B 4" SQ YD 90.0
35102000
AGGREGATE BASE COURSE, TYPE
B 8" SQ YD 865.0
40600290 BITUMINOUS MATERIALS (TACK
COAT) POUND 200.0
40603080 HOT-MIX ASPHALT BINDER
COURSE, IL-19.0, N50 TON 150.0
40604060 HOT-MIX ASPHALT SURFACE
COURSE, IL-9.5, MIX "D", N50 TON 100.0
42001300 PROTECTIVE COAT SQ YD 75.0
42400200 PORTLAND CEMENT CONCRETE
SIDEWALK 5 INCH SQ FT 200.0
44000100 PAVEMENT REMOVAL SQ YD 175.0
44000300 CURB REMOVAL FOOT 240.0
60600605 CONCRETE CURB, TYPE B FOOT 405.0
67100100 MOBILIZATION L SUM 1.0
72000100 SIGN PANEL - TYPE 1 SQ FT 14.0
72400500 REMOVE SIGN PANEL ASSEMBLY -
TYPE A EACH 5.0
72800100 TELESCOPING STEEL SIGN
SUPPORT FOOT 105.0
PROPOSAL
-4-
78001100 PAINT PAVEMENT MARKING -
LETTERS AND SYMBOLS SQ FT 18.6
78001110 PAINT PAVEMENT MARKING - LINE
4" FOOT 5973.0
81028720
UNDERGROUND CONDUIT,
COILABLE NONMETALLIC CONDUIT,
1" DIA. FOOT 400.0
81702120 ELECTRIC CABLE IN CONDUIT,
600V (XLP-TYPE USE) 1/C NO. 8 FOOT 1200.0
83600200 LIGHT POLE FOUNDATION, 24"
DIAMETER FOOT 12.5
XX008195 EXPLORATION EXCAVATION
(UTILITY) FOOT 10.0
N/A LIGHT POLE EACH 1.0
N/A SIGN LIGHTING, COMPLETE L SUM 1.0
N/A SHREDDED HARDWOOD BARK
MULCH, 3" SQ YD 32.0
N/A ASPHALT SURFACE SEALCOAT GAL 1790.0
N/A PORTLAND CEMENT CONCRETE
DRIVING RANGE PAD, COMPLETE L SUM 1.0
N/A REMOVE AND REINSTALL SPLIT 2-
RAIL CEDAR FENCE FOOT 132.0
N/A REMOVE AND REINSTALL BRICK
PAVERS SQ FT 30.0
X7010216 TRAFFIC CONTROL AND
PROTECTION, (SPECIAL) L SUM 1.0
N/A CONSTRUCTION LAYOUT L SUM 1.0
N/A ITEMS AS ORDERED BY ENGINEER ALLOW 15000.0 $1.00 $15,000.00
Bidder’s Total Proposal =
B. BASIS FOR DETERMINING PRICES
It is expressly understood and agreed that:
[1. The approximate quantities set forth in this Schedule of Prices
for each Unit Price Item are Engineer’s estimate only, that
Owner reserves the right to increase or decrease such
quantities, and that payment for each Unit Price Item shall be
made only on the actual number of acceptable units of such Unit
Price Item installed complete in place, measured on the basis
defined in the Contract;]
PROPOSAL
-5-
Work that Bidder or Contractor, as the case may be, is responsible
for dealing with under the Contract without any equitable adjustment
in the Contract Price;
3. Bidder or Contractor, as the case may be, shall be compensated only
in accordance with the Contract and shall not be entitled to equitable
adjustments in the Contract Price as a result of any claims by
Subcontractors or Suppliers arising only under their Subcontracts
and not provided for in the Contract;
4. Owner is not subject to state or local sales, use and excise taxes and
no such taxes are included in this Schedule of Prices;
5. All other applicable federal, state, and local taxes of every kind and
nature applicable to the Work as well as all taxes, contributions, and
premiums for unemployment insurance, old age or retirement
benefits, pensions, annuities, or other similar benefits are included in
this Schedule of Prices; and
6. All costs, royalties, and fees arising from the use on, or the
incorporation into, the Work of patented equipment, materials,
supplies, tools, appliances, devices, processes, or inventions are
included in this Schedule of Prices.
All claim or right to [dispute or complain of any such estimated quantity, or to assert
that there was any misunderstanding in regard to the nature or amount of any Unit
Price Item to be provided or performed, or to] claim any additional compensation by
reason of such risks, changes, and Subcontractor or Supplier claims, or payment of any
such tax, contribution, or premium or any such cost, royalty or fee is hereby waived and
released.
PROPOSAL
-6-
3. Contract Time Proposal
If this Bidder’s Proposal is accepted, Bidder will commence the Work
immediately upon execution by Owner of the Contract Agreement (“Commencement
Date”) and will perform the Work diligently and continuously and will complete the Work,
by no later than May 30, 2025 (“Completion Date”).
4. Firm Proposal
All prices and other terms stated in this Bidder’s Proposal are firm and shall
not be subject to withdrawal, escalation, or change for a period of 90 Days after the date
on which any Bidder’s Proposal is opened or such extended acceptance date for Bidder’s
Proposals as may be established pursuant to Sections 12 and 16 of the General
Instructions to Bidders.
5. Bidder Representations
A. No Collusion. Bidder warrants and represents that the only Persons
interested in this Bidder’s Proposal as principals are those named in the Bidder’s Sworn
Acknowledgment attached hereto and that this Bidder’s Proposal is made without
collusion with any other Person.
B. Not Barred. Bidder warrants, represents and certifies that it is not
barred by law from contracting with Owner or with any unit of state or local government.
C. Qualified. Bidder warrants and represents that it has the requisite
experience, ability, capital, facilities, plant, organization and staff to enable Bidder to
perform the Work successfully and promptly and to commence and complete the Work
within the Contract Price and Contract Time Proposals set forth above. In support thereof,
Bidder submits the attached Sworn Work History Statement. In the event Bidder is
preliminarily deemed to be one of the Most Favorable Bidders, Bidder hereby agrees to
furnish upon request, within two business days or such longer period as may be set forth
in the request, such additional information as may be necessary to satisfy Owner that
Bidder is adequately prepared to fulfill the Contract.
D. Owner’s Reliance. Bidder acknowledges that Owner is relying on all
warranties, representations and statements made by Bidder in this Bidder’s Proposal.
6. Surety and Insurance
Bidder herewith tenders surety and insurance commitment letters as
specified in Section 7 of the Invitation for Bidder’s Proposals included in this Bid Package.
7. Bid Security
Bidder herewith tenders a Cashier’s Check, Certified Check, or Bid Bond as
specified in Section 7 of the Invitation for Bidder’s Proposals included in this Bid Package
PROPOSAL
-7-
for the sum of ___________________________ dollars ($____________), which is
equal to ten (10%) percent of Bidder’s Price Proposal (“Bid Security”).
8. Owner’s Remedies
Bidder acknowledges and agrees that should Bidder fail to timely submit all
additional information that is requested of it; or should Bidder, if Owner awards Bidder the
Contract, fail to timely submit all the Bonds and all the certificates and policies of
insurance required of it; or should Bidder, if Owner awards Bidder the Contract, fail to
timely execute the Contract Agreement, the Contractor’s Certification and all other
required documentation related to the Contract, it will be difficult and impracticable to
ascertain and determine the amount of damage that Owner will sustain by reason of any
such failure and, for such reason, Owner shall have the right, at its option in the event of
any such default by Bidder, to retain or recover as reasonably estimated liquidated
damages, and not as a penalty, the entire amount of the Bid Security or to exercise any
and all equitable remedies it may have against Bidder.
9. Owner’s Rights
Bidder acknowledges and agrees that Owner reserves the right to reject
any and all Bidder’s Proposals, reserves the right to accept or reject any item of any
Bidder’s Proposal and reserves such other rights as are set forth in Section 16 of the
General Instructions to Bidders and Section 1 of the Special Instructions to Bidders
included in this Bid Package.
10. Bidder’s Obligations
In submitting this Bidder’s Proposal, Bidder understands and agrees that it
shall be bound by each and every term, condition or provision contained in the Bidding
Documents and the Contract, which are by this reference incorporated herein and made
a part hereof.
DATED this ______ day of ____________, 20___.
Attest/Witness __________________________________
Bidder
By: ___________________________ By: _______________________________
Title: ___________________________ Title: ______________________________
SEE GENERAL INSTRUCTIONS TO BIDDERS, SECTION 8,
FOR SIGNATURE REQUIREMENTS
PROPOSAL
-8-
ADDENDA TO BID PACKAGE
Each Bidder shall securely staple to this page any and all Addenda issued
prior to the opening of Bidder’s Proposals. Each Bidder shall also list all such Addenda
in the place provided therefor in the Bidder’s Proposal form.
If Bidder received no Addenda, Bidder shall so indicate by placing an “X” in
the box below:
No Addenda Received
-1-
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
BIDDER’S SWORN ACKNOWLEDGMENT
_______________________________ (“Deponent”), being first duly sworn
on oath, deposes and states that the undersigned Bidder is organized as indicated below
and that all statements herein made are made on behalf of such Bidder in support of its
Bidder’s Proposal for the above Contract and that Deponent is authorized to make them.
Deponent also deposes and states that Bidder has carefully prepared,
reviewed and checked its Bidder’s Proposal and that the statements contained in its
Bidder’s Proposal and in this Acknowledgment are true and correct.
COMPLETE APPLICABLE SECTION ONLY
1. Corporation
Bidder is a corporation that is organized and existing under the laws of the
State of ___________, that is qualified to do business in the State of Illinois, and that is
operating under the legal name of ________________________________________.
Pursuant to a Resolution of the corporation’s Board of Directors taken on
__________________, ______________________________, who is the
___________________ of the corporation, is authorized to sign this Bidder’s Proposal,
the Contract and all documents related thereto.
The officers of the corporation are as follows:
TITLE NAME ADDRESS
President ____________________ __________________________
Vice President ____________________ __________________________
Secretary ____________________ __________________________
Treasurer ____________________ __________________________
The stockholders of the corporation who own 10 percent or more of its
stock of any class are as follows:
ACKNOWLEDGMENT
-2-
PERCENTAGE
NAME ADDRESS OWNERSHIP
___________________ ______________________ ___________
___________________ ______________________ ___________
___________________ ______________________ ___________
___________________ ______________________ ___________
___________________ ______________________ ___________
2. Partnership
Bidder is a partnership that is organized, existing and registered under
the laws of the State of Illinois pursuant to that certain Partnership Agreement dated as
of ______________, that is qualified to do business in the State of __________, and that
is operating under the legal name of ______________________.
The general partners of the partnership are as follows:
PERCENTAGE
NAME ADDRESS OWNERSHIP
___________________ ______________________ ___________
___________________ ______________________ ___________
___________________ ______________________ ___________
___________________ ______________________ ___________
Pursuant to a power of attorney executed by all of the General Partners
on ______________, a certified copy of which is hereto attached,
_______________________ is the attorney-in-fact for the partnership and is authorized
to sign this Bidder’s Proposal, the Contract and all documents related thereto for the
partnership. [Strike out this paragraph if not applicable]
3. Individual
Bidder is an individual whose full name is
___________________________, whose residence address is
_________________________________________________ and whose business
address is ________________________________. If operating under a trade or
assumed name, said trade or assumed name is as follows:
_________________________________________.
ACKNOWLEDGMENT
-3-
Pursuant to a power of attorney executed by Bidder on
__________________, a certified copy of which is hereto attached,
______________________________ is the attorney-in-fact for Bidder and is authorized
to sign this Bidder’s Proposal, the Contract and all documents related thereto for Bidder.
[Strike out this paragraph if not applicable]
4. Joint Venture
Bidder is a joint venture that is organized and existing under the laws of
the State of ________ pursuant to that certain Joint Venture Agreement dated as of
______________, that is qualified to do business in the State of __________, and that is
operating under the legal name of ______________________________.
The signatories to the aforesaid Joint Venture Agreement are as follows:
PERCENTAGE
NAME ADDRESS OWNERSHIP
___________________ (___) ______________________ ___________
___________________ (___) ______________________ ___________
___________________ (___) ______________________ ___________
___________________ (___) ______________________ ___________
___________________ (___) ______________________ ___________
[For each signatory indicate the type of entity (Corporation = “C”; Partnership =
“P”; and Individual = “I”) and provide, on separate sheets, the information required
in Paragraph 1, 2, or 3 above, as applicable]
Pursuant to a power of attorney executed by all signatories to the
aforesaid Joint Venture Agreement on __________________, a certified copy of which
is hereto attached, _______________________________ is the attorney-in-fact for
Bidder and is authorized to sign this Bidder’s Proposal, the Contract and all documents
related thereto for Bidder. [Strike out this paragraph if not applicable]
ACKNOWLEDGMENT
-4-
DATED this ______ day of ____________, 20___.
Attest/Witness __________________________________
Bidder
By: ___________________________ By: _______________________________
Title: ___________________________ Title: ______________________________
Subscribed and Sworn to My Commission Expires:
__________________
before me this ____ day
of _____________, 20___.
_____________________________ [SEAL]
Notary Public
SEE GENERAL INSTRUCTIONS TO BIDDERS, SECTION 8,
FOR SIGNATURE REQUIREMENTS
-1-
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
BIDDER’S SWORN WORK HISTORY STATEMENT
_______________________________ (“Deponent”), being first duly
sworn on oath, deposes and states that all statements made in this Sworn Work History
Statement are made on behalf of the undersigned Bidder in support of its Bidder’s
Proposal for the above Contract and that Deponent is authorized to make them.
Deponent also deposes and states that Bidder has carefully prepared,
reviewed and checked this Sworn Work History Statement and that the statements
contained in this Sworn Work History Statement are true and correct.
IF NECESSARY FOR FULL DISCLOSURE, ADD SEPARATE SHEETS
JOINT VENTURES MUST SUBMIT SEPARATE SWORN WORK
HISTORY STATEMENTS FOR THE JOINT VENTURE
AND FOR EACH SIGNATORY TO THE JOINT VENTURE AGREEMENT
1. Nature of Business
State the nature of Bidder’s business: __________________________
______________________________________________________________________
2. Composition of Work
During the past three years, Bidder’s work has consisted of:
____% Federal ____% As Contractor ____% Bidder’s Forces
____% Other Public ____% As Subcontractor ____% Subcontractors
____% Private ____% Materials
3. Years in Business
State the number of years that Bidder, under its current name and
organization, has been continuously engaged in the aforesaid business: _______ years
WORK HISTORY STATEMENT
-2-
4. Predecessor Organizations
If Bidder has been in business under its current name and organization
for less than five years, list any predecessor organizations:
NAME ADDRESS YEARS
___________________ ___________________________ __________
___________________ ___________________________ __________
___________________ ___________________________ __________
5. Business Licenses
List all business licenses currently held by Bidder:
ISSUING AGENCY TYPE NUMBER EXPIRATION
_____________________ ____________ ___________ _____________
_____________________ ____________ ___________ _____________
_____________________ ____________ ___________ _____________
6. Related Experience
List three projects most comparable to the Work completed by Bidder, or
its predecessors, in the past five years:
PROJECT ONE PROJECT TWO PROJECT THREE
Owner Name ____________ ____________ _______________
Owner Address ____________ ____________ _______________
____________ ____________ _______________
Reference ____________ ____________ _______________
Telephone Number ____________ ____________ _______________
Type of Work ____________ ____________ _______________
WORK HISTORY STATEMENT
-3-
PROJECT ONE PROJECT TWO PROJECT THREE
Contractor ____________ ____________ _______________
(If Bidder was)
(Subcontractor) ____________ ____________ _______________
____________ ____________ _______________
____________ ____________ _______________
Amount of Contract ____________ ____________ _______________
Date Commenced ____________ ____________ _______________
Date Completed ____________ ____________ _______________
DATED this ______ day of ____________, 20___.
Attest/Witness __________________________________
Bidder
By: ___________________________ By: _______________________________
Title: ___________________________ Title: ______________________________
Subscribed and Sworn to My Commission Expires: _________
before me this ____ day
of _____________, 20___.
_____________________________ [SEAL]
Notary Public
SEE GENERAL INSTRUCTIONS TO BIDDERS, SECTION 8,
FOR SIGNATURE REQUIREMENTS
-1-
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
BID BOND
KNOW ALL MEN BY THESE PRESENTS: that
_____________________________________________________________________,
(Here insert full name and address of Bidder)
as Principal, hereinafter called Bidder, and
_____________________________________________________________________,
(Here insert full name and address of Surety)
as Surety, a corporation organized and existing under the laws of the State of
__________, hereinafter called Surety, are held and firmly bound unto the Village of Oak
Brook, 1200, Oak Brook Road, Oak Brook, Illinois 60523, as Obligee, hereinafter called
Owner, in the full and just sum of ____________________________________ Dollars
($_______________), for the payment of which sum of money well and truly to be made,
Bidder and Surety bind themselves, their heirs, executors, administrators, successors and
assigns, jointly and severally, firmly by these presents.
WHEREAS, Bidder has submitted a Bidder’s Proposal dated
______________, 20___, to Owner entitled “Contract for the Construction of SPORTS
CORE PROPERTY IMPROVEMENTS Bidder’s Proposal” (the “Proposal”), the terms and
conditions of which are by this reference incorporated herein as though fully set forth
herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS
SUCH THAT if Bidder shall timely submit all additional information that is required of it
and, if the Proposal shall be accepted by Owner, Bidder shall (1) timely submit all the
Bonds and all the certificates of insurance required of it, (2) timely execute the Contract
Agreement and the Contractor’s Certification, in the form included in the bound Bid
Package, and all other required documentation related to the Contract, and (3) in all other
respects, perform the agreement created by Owner’s acceptance of the Proposal, then
this obligation shall be null and void; otherwise it shall remain in full force and effect.
Surety, for value received, hereby stipulates and agrees that the
obligations of Surety under this bond shall be in no way impaired or affected by any
extension of the time within which Owner may accept the Proposal, and Surety does
hereby waive notice of any such extension.
BID BOND
-2-
Owner shall have no obligation to actually incur any expense or correct
any deficient performance of Bidder in order to be entitled to receive the proceeds of this
bond.
No right of action shall accrue on this bond to or for the use of any person
or corporation other than Owner or the heirs, executors, administrators or successors of
Owner.
Signed and sealed this ____ day of __________, 20___.
Attest/Witness: PRINCIPAL
By: _________________________ By: ____________________
Title: _________________________ Title: ____________________
Attest/Witness: SURETY
By: _________________________ By: ____________________
Title: _________________________ Title: ____________________
SEE GENERAL INSTRUCTIONS TO BIDDERS, SECTION 8,
FOR SIGNATURE REQUIREMENTS
-1-
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
REQUEST FOR ADDITIONAL INFORMATION
TO: [MOST FAVORABLE BIDDER] FROM: Village of Oak Brook
[ADDRESS OF MOST
FAVORABLE BIDDER] 1200 Oak Brook Road
Oak Brook, Illinois 60523
Attn: Tim O’Malley
Public Works Director
(“Bidder”) (“Owner”)
Owner has preliminarily found your Bidder’s Proposal for the “Contract
for the Construction of SPORTS CORE PROPERTY IMPROVEMENTS dated
_________________________ to be one of the most favorable to the interests of Owner.
To be eligible for further consideration, you must provide the items of
information checked below:
1. The attached Sworn Statement of Responsibility.
2. Other Information identified as follows:
[LIST OTHER REQUIRED INFORMATION]
The requested information must be provided at the address of Owner set
forth above within business days of your receipt of this Request.
Failure to supply the requested information within the indicated time shall
result, at Owner’s option, in the imposition of liquidated damages as more specifically set
forth in Section 9 of the General Instructions to Bidders.
DATED this day of , 2025
_______________
By: ____________________
Village Manager
-1-
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
BIDDER’S SWORN STATEMENT OF RESPONSIBILITY
Confidential
THIS FORM NEED NOT BE COMPLETED WHEN
SUBMITTING INITIAL BIDDER’S PROPOSAL
____________________ (“Deponent”), being first duly sworn on oath,
deposes and states that all statements made in this Sworn Statement of Responsibility
are made on behalf of the undersigned Bidder in support of its Bidder’s Proposal for the
above Contract and that Deponent is authorized to make them.
Deponent also deposes and states that Bidder has carefully prepared,
reviewed and checked this Sworn Statement of Responsibility and that the statements
contained in this Sworn Statement of Responsibility are true and correct.
IF NECESSARY FOR FULL DISCLOSURE, ADD SEPARATE SHEETS
JOINT VENTURES MUST SUBMIT SEPARATE SWORN
STATEMENTS OF RESPONSIBILITY FOR THE JOINT VENTURE
AND FOR EACH SIGNATORY TO THE JOINT VENTURE AGREEMENT
1. Superintendent
The following superintendent will be assigned to supervise the Work:
YEARS IN
SPECIAL CURRENT
NAME QUALIFICATIONS OCCUPATION
________________ ____________________________ _____________
____________________________
____________________________
2. Owned Equipment
The following equipment is owned by Bidder, is in good working order, and
is available for, and will be employed in, the Work:
STATEMENT OF RESPONSIBILITY
-2-
NUMBER
EQUIPMENT DESCRIPTION (INCLUDING AGE) AVAILABLE
_______________________________________________ ___________
_______________________________________________ ___________
_______________________________________________ ___________
_______________________________________________ ___________
_______________________________________________ ___________
3. Purchased Equipment
The following equipment is known by Bidder to be available, will be
purchased by Bidder, and will be employed in the Work:
NUMBER
EQUIPMENT DESCRIPTION (INCLUDING AGE) AVAILABLE
_______________________________________________ ___________
_______________________________________________ ___________
_______________________________________________ ___________
_______________________________________________ ___________
_______________________________________________ ___________
4. Leased Equipment
The following equipment is known by Bidder to be available, will be leased
by Bidder, and will be employed in the Work:
NUMBER
EQUIPMENT DESCRIPTION (INCLUDING AGE) AVAILABLE
_______________________________________________ ___________
_______________________________________________ ___________
STATEMENT OF RESPONSIBILITY
-3-
NUMBER
EQUIPMENT DESCRIPTION (INCLUDING AGE) AVAILABLE
_______________________________________________ ___________
_______________________________________________ ___________
_______________________________________________ ___________
5. Inventory
The following materials and supplies are currently in Bidder’s inventory, are
uncommitted to any other project, and will be employed in the Work:
QUANTITY
INVENTORY ITEM AVAILABLE
_______________________________________________ ___________
_______________________________________________ ___________
_______________________________________________ ___________
6. Subcontractors’ and Suppliers’ Commitments
Bidder has entered into contracts for, or has received firm offers for, all
subcontract work and all materials required to complete the Work except as noted and
explained below:
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
7. Subcontractor and Supplier Relations
Bidder normally employs one or more of the following subcontractors or
suppliers for projects such as the Work:
TRADE
SUBCONTRACTOR OR SUPPLIER OR TYPE
_______________________________________________ ___________
_______________________________________________ ___________
_______________________________________________ ___________
_______________________________________________ ___________
STATEMENT OF RESPONSIBILITY
-4-
8. Unions
Bidder anticipates employing, either directly or through subcontractors,
trades represented by the following union locals:
CONTRACT
TRADE UNION LOCAL EXPIRATION
_______________ ________________ ____________
_______________ ________________ ____________
_______________ ________________ ____________
_______________ ________________ ____________
_______________ ________________ ____________
9. Current Projects
Bidder is currently involved in the following on-going construction projects
and no others:
PROJECTED
DESCRIPTION COMPLETION CONTRACT
OWNER OF WORK DATE BALANCE
_______________ ___________ ________ __________
_______________ ___________ ________ __________
_______________ ___________ ________ __________
_______________ ___________ ________ __________
_______________ ___________ ________ __________
10. Status of Current Projects
None of the current projects listed in Item 8 above are in default, subject to
damages or penalties for delay, behind schedule or over budget except as noted and
explained below:
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
STATEMENT OF RESPONSIBILITY
-5-
11. Potential Projects
Bidder currently has outstanding bids or proposals on the following
construction projects and no others:
SCHEDULED
DESCRIPTION CONTRACT APPROX.
OWNER OF WORK TIME BID AMT.
_______________ ___________ ________ __________
_______________ ___________ ________ __________
_______________ ___________ ________ __________
_______________ ___________ ________ __________
_______________ ___________ ________ __________
12. Contracts Abandoned
Neither Bidder nor any predecessor organization has ever failed to
complete a contract except as noted and explained below:
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
13. Contract Defaults
Neither Bidder nor any predecessor organization has ever defaulted on, or
been terminated for cause on, a contract except as noted and explained below:
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
STATEMENT OF RESPONSIBILITY
-6-
14. Litigation
Neither Bidder nor any predecessor organization is, or within the past five
years has been involved as, a party to any litigation except as noted below:
COURT DOCKET
CASE NAME JURISDICTION NUMBER
_____________________________________ ___________ ________
_____________________________________ ___________ ________
_____________________________________ ___________ ________
_____________________________________ ___________ ________
_____________________________________ ___________ ________
15. Financial Strength
Provide copies of Bidder’s (or any predecessor organization’s) audited
financial statements for the last two fiscal years, including, at a minimum, income
statement, balance sheet and statement of changes in financial position, together with
footnotes. In addition, complete the following Condensed Net Worth Statement as of the
most recently ended calendar quarter:
CONDENSED NET WORTH STATEMENT
ASSETS
1. Cash ................................................................................................ $__________
2. Stocks and Bonds ............................................................................. __________
3. Notes Receivable ............................................................................. __________
4. Accounts Receivable (including bid deposits &
amounts accrued on uncompleted contracts) ................................. __________
5. Accrued Interest ................................................................................ __________
6. Real Estate ....................................................................................... __________
7. Material Inventory ............................................................................. __________
8. Equipment (depreciated value) .......................................................... __________
9. Furniture and Fixtures (depreciated value) ........................................ __________
10. Other Assets ..................................................................................... __________
Total Assets ............................................................... $__________
STATEMENT OF RESPONSIBILITY
-7-
LIABILITIES AND EQUITY
1. Notes Payable ................................................................................. $__________
2. Accounts Payable ............................................................................. __________
3. Mortgages Payable ........................................................................... __________
4. Other Liabilities ................................................................................. __________
5. Reserves .......................................................................................... __________
6. Capital Stock .................................................................................... __________
7. Surplus (net worth) ........................................................................... __________
Earned $__________
Unearned $__________
Total Liabilities and Equity ................................. $_________
16. Joint Venture Documents
If Bidder is a joint venture, provide a true and correct copy of Bidder’s Joint
Venture Agreement, together with any and all agreements between the signatories
thereto relating to the Bidder’s Proposal, the Work or the Contract.
DATED this ______ day of ____________, 20___.
Attest/Witness __________________________________
Bidder
By: ___________________________ By: _______________________________
Title: ___________________________ Title: ______________________________
Subscribed and Sworn to My Commission Expires: _________
before me this ____ day
of _____________, 20___.
_____________________________ [SEAL]
Notary Public
SEE GENERAL INSTRUCTIONS TO BIDDERS, SECTION 8,
FOR SIGNATURE REQUIREMENTS
-1-
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
NOTICE OF AWARD
LETTER FROM THE ENGINEER OR OWNER WILL BE SENT TO THE SUCCESSFUL
BIDDER VIA EITHER USPS OR EMAIL
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
TABLE OF CONTENTS
1. Contract Agreement
2. Contractor’s Certification
3. Schedule of Prices
4. General Conditions of Contract
5. Special Conditions of Contract
6. Contract Exhibits
7. Specifications
8. Form of Performance Bond
9. Form of Labor and Material Payment Bond
10. Prevailing Wage Ordinance
11. LPC-663
12. DuPage County Prevailing Wage Rates
13. IDOT Standard Details
14. Addenda Nos.
CONTRACT AGREEMENT BETWEEN
VILLAGE OF OAK BROOK
AND
[NAME OF SUCCESSFUL BIDDER]
FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
-i-
CONTRACT AGREEMENT BETWEEN
VILLAGE OF OAK BROOK
AND
[NAME OF SUCCESSFUL BIDDER]
FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
TABLE OF CONTENTS
Page
ARTICLE I THE WORK ............................................................................................... 1
1.1 Performance of the Work ........................................................................... 1
1.2 Contract Documents .................................................................................. 2
1.3 Interpretation of Contract Documents ........................................................ 2
ARTICLE II CONTRACT TIME ..................................................................................... 4
2.1 Commencement Date ................................................................................ 4
2.2 Completion Date ........................................................................................ 4
2.3 Time of the Essence .................................................................................. 4
ARTICLE III CONTRACTOR’S WARRANTIES AND REPRESENTATIONS ................ 5
3.1 Warranties and Representations ............................................................... 5
3.2 Affirmation of Other Warranties and Representations ............................... 7
ARTICLE IV FINANCIAL ASSURANCES ..................................................................... 8
4.1 Bonds......................................................................................................... 8
4.2 Insurance ................................................................................................... 8
4.3 Indemnification ........................................................................................... 9
4.4 Penalties .................................................................................................. 10
ARTICLE V CONTRACT PRICE AND PAYMENT ..................................................... 10
5.1 Contract Price .......................................................................................... 10
5.2 Acceptance as Full Payment and Satisfaction ......................................... 10
5.3 Method of Payment .................................................................................. 11
-ii-
ARTICLE VI LEGAL RELATIONSHIPS AND REQUIREMENTS ................................ 11
6.1 Binding Effect ........................................................................................... 11
6.2 Relationship of the Parties ....................................................................... 11
6.3 Assignment .............................................................................................. 11
6.4 Confidential Information ........................................................................... 12
6.5 Publicity ................................................................................................... 13
6.6 No Waivers .............................................................................................. 13
6.7 No Third Party Beneficiaries .................................................................... 14
6.8 Notices ..................................................................................................... 14
6.9 Governing Laws ....................................................................................... 15
6.10 Changes in Laws ..................................................................................... 15
6.11 Compliance with Laws and Grants .......................................................... 15
6.12 Compliance with Patents ......................................................................... 16
6.13 Severability .............................................................................................. 17
6.14 Entire Agreement ..................................................................................... 17
6.15 Amendments ............................................................................................ 17
6.16 Counterparts ............................................................................................ 18
-1-
CONTRACT AGREEMENT BETWEEN
VILLAGE OF OAK BROOK
AND
[NAME OF SUCCESSFUL BIDDER]
FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
THIS CONTRACT AGREEMENT, made as of this day of 2025, by and
between the Village of Oak Brook 1200 Oak Brook Road, Oak Brook, Illinois 60523
a municipal corporation, and [NAME AND ADDRESS OF SUCCESSFUL BINDDER], a
[FORM OF ORGANIZATION],
W I T N E S S E T H:
In consideration of the mutual promises contained in this Contract Agreement, it is
agreed by and between Owner and Contractor as follows:
ARTICLE I
THE WORK
1.1 Performance of the Work
Contractor shall, at its sole cost and expense:
1. Labor, Equipment, Materials, and Supplies. Provide, perform,
and complete at the Work Site and in the manner described and specified in this Contract
all necessary work, labor, services, transportation, equipment, materials, apparatus,
machinery, tools, fuels, gas, electric, water, waste disposal, information, data, and other
means and items necessary for the design, if any, construction, and installation of the
Sports Core Property Improvements, together with related attachments, equipment, and
appurtenances thereto.
2. Permits. Unless otherwise stated in the Special Conditions of
Contract, procure, and furnish all permits, licenses, and other governmental approvals
and authorizations necessary in connection therewith.
3. Bonds and Insurance. Procure and furnish all Bonds and all
certificates and policies of insurance specified in this Contract.
4. Taxes. Pay all applicable federal, state, and local taxes.
CONTRACT AGREEMENT
-2-
5. Miscellaneous. Do all other things required of Contractor by
this Contract.
6. Quality. Provide, perform, and complete all of the foregoing
in a proper and workmanlike manner, consistent with the highest standards of
professional and construction practices and in full compliance with, and as required by or
pursuant to, this Contract, and with the greatest economy, efficiency, and expedition
consistent therewith.
1.2 Contract Documents
The Contract Documents consist of the following component parts, all of
which are attached to this Contract Agreement and are, by this reference, made a part of
this Contract Agreement as though fully set forth herein:
1. Contractor’s Certification;
2. Schedule of Prices;
3. General Conditions of Contract;
4. Special Conditions of Contract;
5. Contract Drawings;
6. Specifications;
7. Form of Performance Bond;
8. Form of Labor and Material Payment Bond;
9. Prevailing Wage Ordinance; and
10. Addenda Nos.
Engineer may, during construction, furnish to Contractor such additional Contract
Drawings and Specifications or such other explanations as Engineer may consider
necessary to illustrate or explain the Work in further detail. Contractor shall comply with
the requirements of all such additional Contract Drawings and Specifications or other
explanations, all of which shall be considered part of the Contract Documents and shall
not be considered as indicating additional Work.
1.3 Interpretation of Contract Documents
A. Definitions. Whenever used in this Contract Agreement or in the
Contract Documents:
1. General Definitions. Except for the terms specially defined in
Paragraph 1.3A2 below, all capitalized terms shall have the meanings given to them in
Article VII of the General Conditions of Contract.
2. Special Definitions. The following capitalized terms shall have
the following meanings:
CONTRACT AGREEMENT
-3-
a. Contractor. The Person first identified above with
whom Owner has executed this Contract Agreement and its duly authorized officers,
employees, agents, and representatives.
b. Engineer. _______________________, __________,
______, or such additional or different Person as Owner may from time to
time designate in writing to perform any or all of the functions of the Engineer under this
Contract as well as the duly authorized officers, employees, agents, and representatives
of any such Person.
c. Owner. Village of Oak Brook and its duly authorized
officers, employees, agents, and representatives.
d. Work. All matters described, exhibited, contemplated,
implied, or embraced in this Article I of this Contract Agreement and in Article I of the
General Conditions of Contract, including all risks and changes in the Work that
Contractor is responsible for dealing with under this Contract without any equitable
adjustment in the Contract Price or Contract Time, and all matters described, exhibited,
contemplated, implied, or embraced in any Change Order issued pursuant to Section 2.1
of the General Conditions of Contract.
e. Work Site. SPORTS CORE PROPERTY B. Rules
of Interpretation. This Contract shall be interpreted so that:
1. Requirements Cumulative. Each requirement imposed on
Contractor shall be cumulative of every other requirement imposed on Contractor, and
any Work required to be performed by any one component part of this Contract shall be
performed to the same extent as if required by all component parts of this Contract.
2. Details to be Assumed. The Work shall be provided,
performed, and completed in every detail whether or not every item of detail is particularly
set forth in the Contract Documents.
3. Priority of Contract Provisions. In the event of a discrepancy,
error, omission, ambiguity, or conflict in the application or interpretation of any of the
provisions of this Contract, the terms of this Contract Agreement and of the General
Conditions of Contract shall govern over the terms and provisions of all other Contract
Documents.
4. Engineer’s Interpretation. Subject to Paragraphs 1.3B1, B2,
and B3 above, Engineer shall determine which provision or provisions of this Contract
Agreement and the Contract Documents best promotes or promote the overall objectives,
and best fulfill the intents and purposes, of this Contract, and such provision or provisions
shall govern. Such determination of Engineer shall be final.
C. Contractor’s Duty to Report Discrepancies. Contractor shall carefully
review this Contract Agreement and each of the Contract Documents before performing
CONTRACT AGREEMENT
-4-
the Work, and each part thereof, and shall promptly call to the attention of Engineer any
discrepancy, error, omission, ambiguity, or conflict that may exist among any of the
component parts of this Contract or among any of the provisions of any one of such
component parts before proceeding with any part of the Work affected by such
discrepancy, error, omission, ambiguity, or conflict. Contractor shall be responsible for
all corrective Work required resulting from Contractor’s failure to give such notice and
shall bear all damages and costs associated therewith, arising therefrom, or resulting from
such matters first discovered during the progress of the Work, including, but not limited
to, damages or costs resulting from, arising out of, or in any way related to, increases in
time-related costs; increases in costs of labor, equipment, materials, or supplies; costs of
additional personnel; costs of additional equipment; costs of additional premium time for
personnel or equipment; lower labor productivity; lost profits or alternative income; effects
on other contracts; and costs of demobilization and remobilization. Information pertaining
to subsurface, underground or other concealed conditions or obstructions, soils analysis,
borings, test pits, buried structures, utility locations or conditions, conditions of existing
structures, and similar site information or data and other investigations shown or indicated
on the Contract Drawings, provided by Owner or Engineer, or otherwise made available
to Contractor is not part of this Contract and, therefore, any discrepancy, error, omission,
ambiguity, or conflict in such site information or data does not constitute a discrepancy,
error, omission, ambiguity, or conflict in this Contract.
ARTICLE II
CONTRACT TIME
2.1 Commencement Date
Ten (10) days after execution of the Contract by Owner. Village anticipates
work to start on or before April 21, 2025.
2.2 Completion Date
Contractor shall diligently and continuously prosecute the Work from the
Commencement Date at such a rate as will allow the Work to be fully provided, performed,
and completed in full compliance with, and as required by or pursuant to, this Contract,
and the Work shall be fully provided, performed, and substantially completed in full
compliance with this Contract, not later than May 30, 2025.
2.3 Time of the Essence
The time of commencement, rate of progress, and time of completion are
of the essence of this Contract.
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ARTICLE III
CONTRACTOR’S WARRANTIES AND REPRESENTATIONS
3.1 Warranties and Representations
In order to induce Owner to enter into this Contract, Contractor hereby
warrants and represents to Owner as follows:
A. Review of Contract. Contractor has carefully examined, reviewed,
and accepted this Contract Agreement and all of the Contract Documents prior to
submission of its Bidder’s Proposal and execution of this Contract and there are no
discrepancies, errors, omissions, ambiguities, or conflicts in this Contract that are material
to Contractor’s provision, performance, or completion of the Work, the Contract Price or
the Contract Time that have not already been clarified in writing by Owner to the
satisfaction of Contractor. For claims based upon discrepancies, errors, omissions,
ambiguities, or conflicts in this Contract, Contractor shall hereafter have no claim for
payment or compensation in excess of the Contract Price based upon discrepancies,
errors, omissions, ambiguities, or conflicts in this Contract. Contractor shall be entitled
only to a possible extension of the Contract Time, if applicable, as provided in this
Contract and then only in those cases where Contractor can show that such
discrepancies, errors, omissions, ambiguities, or conflicts (1) could not have been
discovered by Contractor prior to execution of this Contract or prior to the performance of
any of the Work affected by such discrepancy, error, omission, ambiguity, or conflict and
(2) has caused an unavoidable delay. Information pertaining to subsurface, underground
or other concealed conditions or obstructions, soils analysis, borings, test pits, buried
structures, utility locations or conditions, conditions of existing structures, and similar site
information or data and other investigations shown or indicated on the Contract Drawings,
provided by Owner or Engineer, or otherwise made available to Contractor is not part of
this Contract and, therefore, shall not constitute the basis for claims based upon
discrepancies, errors, omissions, ambiguities, or conflicts in this Contract.
B. Investigation of Work Site. Contractor has had a sufficient
opportunity to conduct a thorough inspection and investigation of the Work Site and the
surrounding area and has completed such inspection and investigation to its satisfaction.
Contractor has included in the Contract Price allowances and contingency amounts for
difficulties or obstructions that may arise or be encountered in the performance of the
Work, including without limitation adverse weather conditions, equipment breakdowns,
subsurface, underground or other concealed conditions or obstructions, buried structures,
utility locations or conditions, adverse soil conditions, and changed site conditions due to
work by other contractors, and Contractor hereby waives all claims for, and hereafter shall
have no claim for, payment or compensation in excess of the Contract Price based upon
such difficulties or obstructions, or conditions at the Work Site or in the surrounding area
except as expressly provided, and only to the limited extent set forth, in Sections 2.1
through 2.3 of the General Conditions of Contract. Contractor is responsible for dealing
with conditions found at, and in the vicinity of, the Work Site, including subsurface,
underground or other concealed conditions or obstructions, buried structures, utility
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locations or conditions, adverse soil conditions, changed conditions due to work by other
contractors, and similar site conditions without any equitable adjustment in the Contract
Price except as expressly provided, and only to the limited extent set forth, in Sections
2.1 through 2.3 of the General Conditions of Contract.
C. Authorization; Enforceable Obligations. This Contract constitutes
the legal, valid, and binding obligation of Contractor, is fully enforceable against
Contractor in accordance with its terms, will not violate any judgment, Law, or
organizational or operating document and will not cause or constitute a default under any
contractual obligation of Contractor or any lien, charge, encumbrance, or security interest
upon any assets of Contractor.
D. Contractor’s Certification. All the facts and information submitted by
Contractor in connection with this Contract and its procurement are true and correct in all
respects and, in particular, the statements contained in Contractor’s Certification are true
and correct.
E. Technical Ability to Perform. Contractor is sufficiently experienced
and competent, and has the necessary capital, facilities, plant, organization, and staff, to
provide, perform, and complete the Work in full compliance with, and as required by or
pursuant to, this Contract.
F. Financial Ability to Perform. Contractor is financially solvent, and
Contractor has the financial resources necessary to provide, perform, and complete the
Work in full compliance with, and as required by or pursuant to, this Contract.
G. Time. Contractor is ready, willing, able, and prepared to begin the
Work on the Commencement Date and the Contract Time is sufficient time to permit
completion of the Work in full compliance with, and as required by or pursuant to, this
Contract for the Contract Price, all with due regard to all natural and man-made conditions
that may affect the Work or the Work Site and all difficulties, hindrances, and delays that
may be incident to the Work.
H. Acceptance of Allocation of Risks and Changes. Contractor
acknowledges and agrees that risks are inherent in the Work of this Contract and changes
are to be expected. Contractor acknowledges that this Contract contains specific
allocations of responsibility for such risks and changes. Contractor acknowledges,
agrees to, and accepts such risks and changes that are allocated to it and that Contractor
is responsible for dealing with under this Contract without any equitable adjustment in the
Contract Price or Contract Time.
I. No Collusion. The only Persons interested in this Contract as
principals are those disclosed as such in the Bidder’s Sworn Acknowledgment submitted
to Owner by Contractor, and this Contract is made without collusion with any other
Person.
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J. No Default. Contractor is not in arrears to Owner upon any debt or
contract and is not a defaulter as surety, contractor, or otherwise to any Person.
K. Not Barred. Contractor is not barred by law from contracting with
Owner or with any unit of state or local government, and neither Contractor nor any
Person affiliated with Contractor or that has an economic interest in Contractor or that
has or will have an interest in the Work or will participate, in any manner whatsoever, in
the Work is acting, directly or indirectly, for or on behalf of any Person, group, entity or
nation named by the United States Treasury Department as a Specially Designated
National and Blocked Person, or for or on behalf of any Person, group, entity or nation
designated in Presidential Executive Order 13224 as a person who commits, threatens
to commit, or supports terrorism, and neither Contractor nor any Person affiliated with
Contractor or that has an economic interest in Contractor or that has or will have an
interest in the Work or will participate, in any manner whatsoever, in the Work is, directly
or indirectly, engaged in, or facilitating, the Work on behalf of any such Person, group,
entity or nation.
L. Taxes and Benefits. Contractor has excluded from the Contract
Price all state and local sales, use, and excise taxes. Contractor has included in the
Contract Price and has or will pay or cause to be paid out of the Contract Price, all other
applicable federal, state, and local taxes of every kind and nature applicable to the Work
as well as all taxes, contributions, and premiums for unemployment insurance, old age or
retirement benefits, pensions, annuities, or other similar benefits for Contractor’s and its
Subcontractors’ employees.
M. Patent Costs. Contractor has included in the Contract Price and has
or will pay or cause to be paid out of the Contract Price, all costs, royalties, and fees
arising from the use on, or the incorporation into, the Work of patented equipment,
materials, supplies, tools, appliances, devices, processes, or inventions.
3.2 Affirmation of Other Warranties and Representations
In addition to the foregoing warranties and representations, Contractor
hereby acknowledges that Contractor has carefully read, reviewed, and understood, and
hereby agrees to honor, the Warranty of the Work contained in Article III of the General
Conditions of Contract as well as all other warranties and representations set forth in the
Contract Documents.
ARTICLE IV
FINANCIAL ASSURANCES
4.1 Bonds
A. Bonds Required. Contemporaneous with Contractor’s execution of
this Contract Agreement, Contractor shall provide a Performance Bond and a Labor and
Material Payment Bond, in the forms included in the Contract Documents, from a surety
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company licensed to do business in the State of Illinois with a general rating of A minus
and a financial size category of Class X or better in Best’s Insurance Guide, each in the
penal sum of the Contract Price, and such other bonds as and when required by Owner.
Contractor shall, at all times while providing, performing, or completing the Work,
including, without limitation, at all times while repairing, correcting, or replacing all or any
part of the Work that is defective, damaged, flawed, unsuitable, nonconforming, or that
fails to meet warranty subject to correction by Contractor pursuant to Section 3.1 or
Section 3.2 of the General Conditions of Contract, maintain and keep in force, at
Contractor’s expense, the Bonds required hereunder.
B. No Release of Bond Obligations. No changes, modifications,
alterations, omissions, deletions, additions, extensions of time, or forbearances on the
part of either Owner or Contractor to the other in or to the terms of this Contract, in or to
the Contract Drawings or Specifications, in or to the schedules, methods, or manner of
performance of the Work, in or to Owner-furnished facilities, equipment, materials,
services, or sites, or in or to the mode or manner of payment therefor, shall operate in
any way to release Contractor or any surety or affect the obligation of either of them under
any Bond required to be provided by Contractor. All notice of any and all of the foregoing
changes, modifications, alterations, omissions, deletions, additions, extensions of time,
or forbearances, and all notice of any and all defaults by Contractor, and all notice of
Owner’s termination of Contractor shall be waived by every surety under every Bond
provided pursuant to this Contract.
4.2 Insurance
A. Insurance Required. Contemporaneous with Contractor’s execution
of this Contract Agreement, Contractor shall provide certificates and policies of insurance
evidencing the insurance coverages set forth in Article IV of the General Conditions of
Contract and Section 4 of the Special Conditions of Contract. For good cause shown,
Owner may extend the time for submission of the required policies of insurance upon
such terms, and with such assurances of complete and prompt performance, as Owner
may impose in the exercise of its sole discretion.
B. Additional Insureds. The insurance coverages required pursuant to
this Contract shall name Owner, including its Board members and elected and appointed
officials, its officers, employees, agents, attorneys, consultants, and representatives, and
the Persons identified in Section 4 of the Special Conditions of Contract as additional
insured parties (the “Additional Insureds”). The coverage afforded the Additional Insureds
shall be primary and non-contributory insurance for the Additional Insureds with respect
to claims arising out of operations performed by or on behalf of Contractor. If the
Additional Insureds have other insurance which is applicable to the loss, such other
insurance shall be on an excess or contingent basis. The amount of the insurance
companies’ liability under the insurance policies Contractor maintains shall not be
reduced by the existence of such other insurance.
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4.3 Indemnification
Contractor shall indemnify, save harmless, and defend Owner, Engineer,
and the Additional Insureds against any and all lawsuits, claims, demands, liabilities,
losses, and expenses, including attorneys’ fees and administrative expenses, that may
arise, or be alleged to have arisen, out of or in connection with Contractor’s, or its
Subcontractors’ or Suppliers’, performance of, or failure to perform, the Work or any part
thereof, whether or not due or claimed to be due in whole or in part to the active, passive,
or concurrent negligence or fault of Contractor, except to the extent caused by the sole
negligence of Owner, Engineer, or the Additional Insureds, as the case may be, including,
without limitation lawsuits, claims, demands, liabilities, losses, and expenses for or on
account of:
1. Any delays or interference or damage to other
contractors; and
2. Labor, equipment, materials, or supplies furnished
under this Contract, including all liens or notices of liens
on account thereof or Contractor’s failure to remove or
discharge same; and
3. Contractor’s failure to obtain any required permits,
licenses, approvals, or authorizations; and
4. Bodily injury, sickness, disease, or death sustained by
any Person or Persons or injury or damage to, or loss
or destruction of, any property; and
5. Any act or omission of Contractor or any of its
Subcontractors or Suppliers, including but not limited
to any failure to fulfill the terms of, or comply with, any
Laws or to pay any taxes, contributions, or premiums;
and
6. Infringement, alleged infringement, or use of patent
rights in connection with the Work and the use by
Owner of any equipment, materials, supplies,
processes, or inventions furnished under this Contract.
The indemnification obligations of Contractor under this Section 4.3 shall not be limited in
any way by any limitation on the amount or type of damages, compensation or benefits
payable by or for Contractor or any such Subcontractor or Supplier under workers’
compensation acts, disability benefit acts or other employee benefit acts.
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4.4 Penalties
Contractor shall be solely liable for any fines or civil penalties that are
imposed by any governmental or quasi-governmental agency or body that may arise, or
be alleged to have arisen, out of or in connection with Contractor’s, or its Subcontractors’
or Suppliers’, performance of, or failure to perform, the Work or any part thereof.
Contractor may contest any such fines or penalties in administrative or court proceedings;
provided, however, that Contractor shall pay such fines or civil penalties prior to such
protest if payment is required prior to making such protest. Contractor shall be solely
responsible for all costs, including attorneys’ fees and administrative expenses, of
protesting any such fines or civil penalties.
ARTICLE V
CONTRACT PRICE AND PAYMENT
5.1 Contract Price
Owner shall pay to Contractor, in full satisfaction for providing, performing,
and completing the Work, including such risks and changes in the Work that Contractor
is responsible for dealing with under this Contract without any equitable adjustment in the
Contract Price, subject to any additions or deductions provided for in this Contract, in
current funds, the lump sum amount or amounts, if any, stated in the Schedule of Prices
and, for each acceptable unit of each Unit Price Item, if any, installed and complete in
place, measured on the basis provided in the Contract Drawings and Specifications, the
Unit Price for such Unit Price Item stated in the Schedule of Prices.
5.2 Acceptance as Full Payment and Satisfaction
Contractor shall accept the Contract Price in full satisfaction and payment
for well and faithfully providing, performing, and completing within the Contract Time all
the Work in compliance with, and as required by or pursuant to, this Contract, including
such risks and changes in the Work that Contractor is responsible for dealing with under
this Contract without any equitable adjustment in the Contract Price or Contract Time.
The acceptance by Contractor of Final Payment shall operate as a full and complete
release of Owner and Engineer of and from any and all lawsuits, claims, demands,
damages, liabilities, losses, and expenses of, by, or to Contractor for anything done,
furnished for, arising out of, relating to, or in connection with the Work or for or on account
of any act or neglect of Owner or Engineer arising out of, relating to, or in connection with
the Work, except the claim against Owner for the unpaid balance, if any, of any amounts
retained by Owner pursuant to the Special Conditions of Contract.
5.3 Method of Payment
Progress and Final Payments shall be made to Contractor in accordance
with, and subject to the terms and conditions set forth in, Article V of the General
Conditions of Contract.
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ARTICLE VI
LEGAL RELATIONSHIPS AND REQUIREMENTS
6.1 Binding Effect
This Contract shall be binding upon Owner and Contractor and upon their
respective heirs, executors, administrators, personal representatives, and permitted
successors and assigns.
Contractor agrees that if Contractor is a joint venture, then each Person
participating in such joint venture shall be individually, personally, severally, and jointly
responsible and liable, financially, legally, and in all other respects, for the full and proper
performance of each and every provision and requirement of this Contract,
notwithstanding any arrangement, understanding, or agreement to the contrary, if any,
whether disclosed to Owner or not, entered into by, between or among the Persons
participating in such joint venture.
6.2 Relationship of the Parties
Contractor, and its Subcontractors and Suppliers, shall act as independent
contractors in providing, performing, and completing the Work. No right of supervision,
requirement of approval, or other provision of this Contract and no subsequent conduct
of Owner or Contractor shall be construed (1) to create the relationship of principal and
agent, partners, or joint venturers between Owner and Contractor, or (2) except as
provided in Paragraph 6.6B6 of the General Conditions of Contract, to create any
relationship between Owner and any Subcontractor or Supplier of Contractor. The rights
of Owner under this Contract, either directly or through Engineer, in the control of the
quality and completeness of the Work shall not make Contractor, or any Subcontractor or
Supplier of Contractor, an agent of Owner, and the liability of Contractor, and of all
Subcontractors and Suppliers of Contractor, for all damages to persons or to public or
private property arising from the provision, performance, or completion of the Work by
Contractor, or any Subcontractor or Supplier of Contractor, shall not be lessened because
of the existence, exercise, or the non-exercise of such rights.
6.3 Assignment
A. Assignment by Contractor. Contractor shall not (1) assign this
Contract in whole or in part, (2) assign any of Contractor’s rights or obligations under this
Contract, or (3) assign any payment due or to become due under this Contract, without
the prior express written consent of Owner, which consent may be withheld in the sole
and unfettered discretion of Owner; provided, however, that Owner’s prior written consent
shall not be required for assignments of accounts, as defined in the Illinois Commercial
Code, if to do so would violate Section 9-318 of the Illinois Commercial Code, 810 ILCS
5/9-318. Any attempted or purported assignment made by Contractor without the written
consent of Owner shall be void and of no force or effect and shall constitute a default
under this Contract for which Owner shall have the right to invoke any of its remedies
under Section 6.6 of the General Conditions of Contract. In no event shall Owner’s
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consent to any assignment of this Contract or of any of Contractor’s rights under this
Contract, whether in whole or in part, operate as a release or satisfaction of Contractor’s
responsibility and liability for the provision, performance, and completion of the Work in
full compliance with the requirements of this Contract on or before the Completion Date,
or for the proper performance of all other obligations of Contractor under this Contract, or
for Contractor’s liability on all representations and warranties made in or pursuant to this
Contract. Contractor shall remain as fully responsible and liable for the acts, omissions,
and performance of Contractor’s assignee as Contractor is for its own acts, omissions,
and performance.
B. Assignment by Owner. Owner may assign this Contract, in whole or
in part, or any or all of its rights or obligations under this Contract, without the consent of
Contractor. In the event of an assignment by Owner of any or all of its rights or obligations
under this Contract, Owner shall be released from all liability with respect to the rights or
obligations so assigned.
6.4 Confidential Information
All information supplied by Owner or Engineer to Contractor for or in
connection with this Contract or the Work shall be held confidential by Contractor and
shall not, without the prior express written consent of Owner, be used for any purpose
other than performance of the Work. Neither Contractor nor any Subcontractor or
Supplier shall own or be entitled to claim a copyright in the Contract or other documents
prepared by Owner or Engineer.
Contractor shall identify any information supplied by it in providing,
performing, and completing the Work that is considered by it to be confidential or
proprietary. Owner and Engineer shall not disclose any such designated confidential or
proprietary information, unless such disclosure will not cause competitive harm, or such
information was actually known to Owner or Engineer prior to its submission by
Contractor, or such information was properly obtained or developed independently by
Owner or Engineer, or Contractor consents to such disclosure. Notwithstanding the
foregoing, Contractor acknowledges that Owner is subject to the Illinois Freedom of
Information Act, 5 ILCS 140/1 et seq., and that no disclosure made in good faith by Owner
pursuant to such Act shall be deemed to violate this Section.
6.5 Publicity
Owner’s name or insignia, photographs of the Work or the Work Site, or any
other publicity pertaining to the Work shall not be used in any magazine, trade paper,
newspaper, or other medium without the express written consent of Owner.
By entering the Work Site, Contractor personnel, including Subcontractor
and Supplier personnel, irrevocably authorize and grant to Owner, and to its successors,
agents, representatives, and assigns, the irrevocable and unrestricted right, permission,
and authority to:
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1. Use the likeness and/or voice of such personnel
in photographs, time-lapse photography, film,
video, digital recordings, and other media in any
magazine, trade paper, newspaper, or other
medium, whether now known or hereafter
existing, including newsletters, brochures,
viewbooks, movies, tapes, diskettes,
promotional items, and websites, without prior
approval or inspection, without payment,
compensation, or any other consideration,
including royalties, and without liability; and
2. Use, edit, alter, copy, exhibit, publish,
broadcast, distribute, and otherwise reproduce,
modify, and display such likenesses and/or
voices, in whole or in part, for purposes of
publicizing Owner’s activities and for any other
lawful purpose in any manner, media, and
medium.
Contractor shall, upon request of Owner, execute, acknowledge, and
deliver such further instruments and take such action as may be necessary, desirable, or
proper to carry out more effectively the purposes of this Section 6.5.
6.6 No Waivers
No examination, inspection, investigation, test, measurement, review,
determination, decision, certificate or approval by Owner or Engineer, nor any order by
Owner for the payment of money, nor any payment for, or use, occupancy, possession,
or acceptance of, the whole or any part of the Work by Owner, nor any extension of time
granted by Owner, nor any delay by Owner in exercising any right under this Contract,
nor any other act or omission of Owner or Engineer shall constitute or be deemed to be
an acceptance of any defective, damaged, flawed, unsuitable, nonconforming or
incomplete Work, equipment, materials, or supplies, nor operate to waive or otherwise
diminish the effect of any warranty or representation made by Contractor; or of any
requirement or provision of this Contract; or of any remedy, power, or right of Owner.
No notices required to be given to Owner under this Contract are intended
to be waived by Owner, and no action or inaction by Owner or Engineer shall be construed
as waiving any such notice.
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6.7 No Third-Party Beneficiaries
No claim as a third-party beneficiary under this Contract by any Person
other than Contractor shall be made or be valid against Owner and Owner shall not be
liable for or be held to pay any money to any such Person.
6.8 Notices
All notices required or permitted to be given under this Contract shall be in
writing and shall be deemed received by the addressee thereof when delivered in person
on a business day at the address set forth below or on the third business day after being
deposited in any main or branch United States post office, for delivery at the address set
forth below by properly addressed, postage prepaid, certified or registered mail, return
receipt requested.
Notices and communications to Owner shall be addressed to, and delivered
at, the following address:
Village of Oak Brook
1200 Oak Brook Road
Oak Brook, Illinois 60523
Attention: Timothy O’Malley, Public Works Director
Notices and communications to Contractor shall be addressed to, and
delivered at, the following address:
_____________________________________
_____________________________________
_____________________________________
Attention_____________________________
The foregoing shall not be deemed to preclude the use of other non-oral means of
notification or to invalidate any notice properly given by any such other non-oral means.
By notice complying with the requirements of this Section, Owner, and
Contractor each shall have the right to change the address or addressee or both for all
future notices to it, but no notice of a change of address shall be effective until actually
received.
6.9 Governing Laws
This Contract and the rights of Owner and Contractor under this Contract
shall be interpreted according to the internal Laws, but not the conflict of Laws rules, of
the State of Illinois; venue for any action related to this Contract will be the Circuit Court
of DuPage County, Illinois.
6.10 Changes in Laws
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Unless otherwise explicitly provided in this Contract, any reference to Laws
shall include such Laws as they may be amended or modified from time to time.
6.11 Compliance with Laws and Grants
A. Compliance with Laws. Contractor shall give all notices, pay all fees,
and take all other action that may be necessary to ensure that the Work is provided,
performed, and completed in accordance with the requirements of all governmental
permits, licenses, or other approvals or authorizations that may be required in connection
with providing, performing, and completing the Work and with all applicable Laws,
including, without limitation, the Prevailing Wage Act, 820 ILCS 130/0.01 et seq. (if the
Illinois Department of Labor revises the prevailing rate of hourly wages to be paid, the
revised rate shall apply to this Contract); any other prevailing wages Laws; the Fair Labor
Standards Act; any Laws regarding qualification to do business; any Laws requiring
preference to laborers of specified classes; the Steel Products Procurement Act, 30
ILCS 565/1 et seq.; any Laws prohibiting discrimination because of, or requiring
affirmative action based on, race, creed, color, national origin, age, sex, or other
prohibited classification, including, without limitation, the Americans with Disabilities Act
of 1990, 42 U.S.C. §§ 12101 et seq., the Illinois Human Rights Act, 775 ILCS 5/1-101 et
seq. and the Public Works Employment Discrimination Act, 775 ILCS 10/1 et seq.; any
Laws respecting the assumption of liability for taxes, contributions, and premiums for
unemployment insurance, old age or retirement benefits, pensions, annuities, or other
similar benefits for Contractor’s and Subcontractors’ employees; and any Laws regarding
safety or the performance of the Work, including the Illinois Structural Work Act, the Illinois
Underground Utility Facilities Damage Prevention Act, and the Occupational Safety and
Health Act. Contractor shall keep itself fully informed of all Laws affecting this Contract;
affecting those engaged or employed on the Work; affecting the equipment, materials,
and supplies used in the Work; affecting the conduct of the Work; and affecting the rights,
duties, powers, or obligations of Owner or of Contractor; and shall also keep itself fully
informed of all orders, decrees, and other requirements of bodies or tribunals having any
jurisdiction or authority over any of the foregoing. Contractor shall display all permits,
licenses, and other approvals and authorizations as required by Law.
B. Compliance by Subcontractors and Suppliers. Contractor shall, at
all times, cause all of its Subcontractors and Suppliers to observe and comply with all
such Laws.
C. Noncompliance of Contract Documents. Contractor shall promptly
examine the Contract Drawings and Specifications and other Contract Documents and
report to Owner any respects in which it appears that any of them may fail to conform to
any applicable Laws.
D. Verification of Compliance. At or before the time of Owner’s Final
Acceptance of the Work, Contractor shall deliver to Owner all certificates, receipts, or
other evidences of approval, acceptance, or payment of fees that may be required to
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establish the compliance of the Work with all applicable Laws, permits, licenses,
approvals, authorizations, or other requirements.
E. Provisions Deemed Inserted. Each and every provision required by
Law to be inserted in this Contract shall be deemed to be inserted herein, and this
Contract shall be read and enforced as though all such provisions were set out in full in
this Contract. If through mistake or otherwise any such provision is not set out in this
Contract, or is not correctly set out in this Contract, then upon the application of either
Owner or Contractor, this Contract shall forthwith be physically amended to correctly set
out such provision.
F. Compliance With Grant Conditions. Contractor shall comply with all
conditions of, and all Laws applicable to, and all policies, practices, and procedures of
Owner applicable to, any federal, state, or local grant received by Owner or by Contractor
at any time with respect to this Contract or with respect to the provision, performance, or
completion of the Work.
G. Regulatory Authority. Nothing in this Contract shall be construed to
waive or limit any aspect of Owner's lawful authority to regulate the activities of Contractor,
its Subcontractors, or any other Person or to regulate the Work, the Work Site, or any other
matter falling within its lawful regulatory jurisdiction and powers. No review, inspection, test,
audit, measurement, order, determination, decision, disapproval, approval, payment for, or
use or acceptance of, the Work, or any other act or omission of Owner shall imply, create
any interest in, be deemed to be the issuance of, or require Owner to issue any license or
permit to Contractor or any Subcontractor.
6.12 Compliance with Patents
A. Patent Rights. Contractor shall do all things necessary to obtain
such rights and licenses as may be necessary in connection with all costs, royalties, and
fees arising from the use on, or the incorporation into, the Work of patented equipment,
materials, supplies, tools, appliances, devices, processes, or inventions.
B. Effect of Contractor Being Enjoined. Should Contractor be enjoined
from furnishing or using any equipment, materials, supplies, tools, appliances, devices,
processes, or inventions supplied or required to be supplied or used under this Contract,
Contractor shall promptly offer substitute equipment, materials, supplies, tools,
appliances, devices, processes, or inventions in lieu thereof, of equal efficiency, quality,
suitability, and market value, for review by Owner. If Owner should disapprove the offered
substitutes and should elect, in lieu of a substitution, to have supplied, and to retain and
use, any such equipment, materials, supplies, tools, appliances, devices, processes, or
inventions as may by this Contract be required to be supplied, Contractor shall pay such
royalties and secure such valid licenses as may be requisite and necessary for Owner to
use such equipment, materials, supplies, tools, appliances, devices, processes, or
inventions without being disturbed or in any way interfered with by any proceeding in law
or equity on account thereof. Should Contractor neglect or refuse to make any approved
CONTRACT AGREEMENT
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substitution promptly, or to pay such royalties and secure such licenses as may be
necessary, then Owner shall have the right to make such substitution, or Owner may pay
such royalties and secure such licenses and charge the cost thereof against any money
due Contractor from Owner or recover the amount thereof from Contractor and its surety
or sureties notwithstanding that Final Payment may have been made.
6.13 Severability
The provisions of this Contract shall be interpreted when possible, to sustain
their legality and enforceability as a whole. In the event any provision of this Contract
shall be held invalid, illegal, or unenforceable by a court of competent jurisdiction, in whole
or in part, neither the validity of the remaining part of such provision, nor the validity of
any other provisions of this Contract, shall be in any way affected thereby. The
unenforceability of any provision of this Contract in a specific situation shall not affect the
enforceability of that provision in any other situation.
6.14 Entire Agreement
This Contract sets forth the entire agreement of Owner and Contractor with
respect to the accomplishment of the Work and the payment of the Contract Price
therefor, and there are no other understandings or agreements, oral or written, between
Owner and Contractor with respect to the Work and the compensation therefor, nor was
the making and execution of this Contract induced by any representation, statement,
warranty, agreement, or action other than those expressed or explicitly referenced herein.
6.15 Amendments
No modification, addition, deletion, revision, alteration or other change to
this Contract shall be effective unless and until such change is reduced to writing and
executed and delivered by Owner and Contractor.
6.16 Counterparts
This Contract is being executed in five original counterparts, each of which
shall be deemed to be an original.
IN WITNESS WHEREOF, Owner and Contractor have caused this Contract
Agreement to be executed as of the day and year first written above.
Attest/Witness: VILLAGE OF OAK BROOK
By: ______________________ By: _______________________________
Title: Village Clerk Title: Village Manager
CONTRACT AGREEMENT
-18-
Attest/Witness: [NAME OF SUCCESSFUL BIDDER]
By: ______________________ By: _______________________________
[NAME OF CONTRACTOR’S
EXECUTING OFFICER]
Title: ______________________ Title: .
[TITLE OF CONTRACTOR’S
EXECUTING OFFICER]
SEE GENERAL INSTRUCTIONS TO BIDDERS, SECTION 8,
FOR SIGNATURE REQUIREMENTS
STATE OF ILLINOIS )
) SS
COUNTY OF Dupage )
CONTRACTOR’S CERTIFICATION
[CONTRACTOR’S EXECUTING OFFICER], being first duly sworn on oath,
deposes and states that all statements made herein are made on behalf of Contractor,
that this deponent is authorized to make them, and that the statements contained herein
are true and correct.
Contractor deposes, states, and certifies that Contractor is not barred from
contracting with a unit of state or local government as a result of (i) a violation of either
Section 33E-3 or Section 33E-4 of Article 33 of the Criminal Code of 1961, 720 ILCS
5/33E-1 et seq.; or (ii) a violation of the USA Patriot Act of 2001, 107 Public Law 56
(October 26, 2001) (the “Patriot Act”) or other statutes, orders, rules, and regulations of
the United States government and its various executive departments, agencies and
offices related to the subject matter of the Patriot Act, including, but not limited to,
Executive Order 13224 effective September 24, 2001.
DATED this day of , 2024
Attest/Witness: [NAME OF SUCCESSFUL BIDDER]
By: ______________________ By: _______________________________
[NAME OF CONTRACTOR’S
EXECUTING OFFICER]
Title: ______________________ Title: -
[TITLE OF CONTRACTOR’S
EXECUTING OFFICER]
Subscribed and Sworn to My Commission Expires: ________________
before me this ____ day
of _____________, 2024.
_____________________________ [SEAL]
Notary Public
SEE GENERAL INSTRUCTIONS TO BIDDERS, SECTION 8,
FOR SIGNATURE REQUIREMENTS
2025
2025
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
SCHEDULE OF PRICES
[TO BE INSERTED FROM THE BIDDER'S PROPOSAL
OF THE SUCCESSFUL BIDDER TO WHOM THIS
CONTRACT IS AWARDED]
-i-
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
GENERAL CONDITIONS OF CONTRACT
TABLE OF CONTENTS
Page
ARTICLE I PERFORMANCE OF THE WORK ............................................................ 1
1.1 Performance Standards and Obligations ................................................... 1
1.2 Engineer’s Authority ................................................................................... 4
1.3 Required Submittals .................................................................................. 5
1.4 Administration of the Work ......................................................................... 7
1.5 Conditions at the Work Site; Record Drawings .......................................... 8
1.6 Safety of the Work Site .............................................................................. 9
1.7 Cleanliness of the Work Site and Environs .............................................. 11
1.8 Damage to the Work, the Work Site, and Other Property ........................ 12
1.9 Subcontractors and Suppliers .................................................................. 12
1.10 Simultaneous Work by Others ................................................................. 15
1.11 Occupancy Prior to Final Payment .......................................................... 16
1.12 Suspension or Termination of Work for Convenience .............................. 17
1.13 Charge for Overtime Engineering ............................................................ 17
ARTICLE II CHANGES AND DELAYS ....................................................................... 18
2.1 Changes .................................................................................................. 18
2.2 Equitable Adjustments ............................................................................. 19
2.3 Contract Price Adjustments ..................................................................... 20
2.4 Extensions of Contract Time .................................................................... 24
2.5 Constructive Change Orders ................................................................... 25
2.6 No Waiver and Release ........................................................................... 26
2.7 No Other Compensation .......................................................................... 26
2.8 Specific References Exemplary ............................................................... 27
ARTICLE III CONTRACTOR’S RESPONSIBILITY FOR DEFECTIVE WORK ........... 27
3.1 Inspection; Testing; Correction of Defects ............................................... 27
3.2 Warranty of Work ..................................................................................... 28
3.3 Contractor Duty to Correct Without Delay ................................................ 29
3.4 Owner’s Right to Correct .......................................................................... 29
3.5 Subcontractor and Supplier Warranties ................................................... 29
-ii-
ARTICLE IV INSURANCE ......................................................................................... 30
4.1 Required Coverages ................................................................................ 30
4.2 Insurance Companies and Policies .......................................................... 30
4.3 Minimum Coverages ................................................................................ 31
4.4 Additional Coverages ............................................................................... 33
4.5 Subcontractor Insurance .......................................................................... 33
ARTICLE V PAYMENT .............................................................................................. 34
5.1 Progress Payments ................................................................................. 34
5.2 Final Acceptance and Final Payment ...................................................... 36
5.3 Title to Work and Liens ............................................................................ 38
5.4 Deductions ............................................................................................... 39
5.5 Application of Payments .......................................................................... 39
5.6 Work Entire .............................................................................................. 39
ARTICLE VI DISPUTES AND REMEDIES ................................................................ 40
6.1 Notice of Dispute ..................................................................................... 40
6.2 Negotiation of Disputed Decisions ........................................................... 40
6.3 Owner’s Final Decision ............................................................................ 40
6.4 Contractor’s Final Demand ...................................................................... 41
6.5 Contractor’s Remedies ............................................................................ 41
6.6 Owner’s Remedies .................................................................................. 41
ARTICLE VII DEFINITIONS ....................................................................................... 44
7.1 Defined Terms ......................................................................................... 44
7.2 Word Usage ............................................................................................. 48
-1-
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
GENERAL CONDITIONS OF CONTRACT
ARTICLE I
PERFORMANCE OF THE WORK
1.1 Performance Standards and Obligations
A. Quality of Work.
1. General Standard. All Work shall be provided, performed,
and completed in a proper and workmanlike manner, consistent with the highest
standards of professional and construction practices and in full compliance with, and as
required by or pursuant to, this Contract, and with the greatest economy, efficiency, and
expedition consistent therewith. All equipment, materials, and supplies incorporated into
the Work shall be new and undamaged and shall be the best of their respective kinds for
their intended use.
2. Referenced Standards. References to standards,
specifications, manuals, or codes of any technical society, organization, or association,
or to codes of local, state or federal authorities, shall mean the latest standard,
specification, manual or code adopted and published at the date of the Bidder’s Proposal,
unless specifically stated otherwise. However, no provision of any referenced standard,
specification, manual or code shall change the duties and responsibilities of Owner,
Engineer, or Contractor from those set forth in this Contract.
3. Proprietary Standards and Equivalency. Whenever any
equipment, materials or supplies are specified or described in this Contract by using the
name or other identifying feature of a proprietary product or the name or other identifying
feature of a particular manufacturer or vendor, the specific item mentioned shall be
understood as establishing the type, function, and quality desired. Other manufacturers
or vendors’ products may be accepted, provided sufficient information is submitted to
allow Engineer to determine that the products proposed are equivalent in substance and
function to those named. The equivalency of any product proposed shall be determined
by Engineer, in its sole and absolute discretion, and no such product shall be purchased,
fabricated, or installed until equivalency shall have been determined, in writing, by
Engineer. Engineer’s written decision with respect to equivalency shall be final.
GENERAL CONDITIONS
-2-
B. Timeliness of Work.
1. Time is of the Essence. The time of beginning, rate of
progress, and time of completion of the Work is of the essence of this Contract.
Contractor shall be solely responsible for completing the Work in a timely fashion.
Contractor shall promptly, continuously, diligently, vigorously, and systematically provide
and perform the Work, and all component parts of the Work, within such time or times as
may be set forth in this Contract or in the Approved Schedule and to the ends that, and
at a rate, with due allowances and contingencies for difficulties or obstructions that may
arise out of, or be encountered as a result of, adverse weather conditions, equipment
breakdowns, subsurface, underground or other concealed conditions or obstructions,
buried structures, utility locations or conditions, adverse soil conditions, and changed site
conditions due to work by other contractors, that assures that, all Work, and all component
parts of the Work, will be completed and ready for inspection and testing when required
pursuant to this Contract and that all Work will be completed in full compliance with, and
as required by or pursuant to, this Contract within the Contract Time. Contractor shall
cooperate with Owner and Engineer to assure maximum coordination and efficiency in
the progress of the Work.
2. Approved Schedule. Unless otherwise provided in the
Special Conditions of Contract or the Specifications, Contractor shall submit to Engineer,
within 30 Days after the execution of this Contract, a detailed schedule of the Work
showing the time of beginning and completion for at least every major component of the
Work. Such schedule shall be presented in graphical form using the bar graph method
or a time-sequence method, but not a critical path method. Such schedule shall logically
and realistically relate the performance of each component of the Work to each other
component of the Work and to the whole of the Work so as to demonstrate that sufficient
time has been allowed for the completion of each component without interference or delay
from or to any other component and with due allowances and contingencies for difficulties
or obstructions that may arise out of, or be encountered as a result of, adverse weather
conditions, equipment breakdowns, subsurface, underground or other concealed
conditions or obstructions, buried structures, utility locations or conditions, adverse soil
conditions, and changed site conditions due to work by other contractors. The schedule
shall demonstrate Contractor’s ability to comply with the requirements of
Paragraph 1.1B1 above. Engineer shall return a copy of the schedule to Contractor with
such exceptions noted as Engineer may deem appropriate and Contractor shall submit a
revised schedule to Engineer within two business days. If acceptable, Engineer shall
return a copy of the schedule to Contractor with no exceptions noted or an equivalent
notation (“Approved Schedule”). Engineer may require the Approved Schedule to be
revised or updated as frequently as Engineer may deem necessary prior to Final
Acceptance of the Work.
3. No Liability. Review and stamping of any Approved Schedule
by Engineer shall not constitute approval or acceptance of the schedule or an extension
or waiver of the Contract Time and no review by Engineer, no noting of an exception by
Engineer, and no failure to note an exception by Engineer shall relieve Contractor of the
GENERAL CONDITIONS
-3-
entire responsibility for the performance of the Work in full compliance with the
requirements of this Contract within the Contract Time. Engineer’s review and stamping,
with or without exceptions noted, of any Approved Schedule shall not be regarded as an
any assumption of risk or liability by Owner or Engineer. Contractor shall have no claim
under this Contract on account of any error, omission, or defect in, or revealed by, any
Approved Schedule so reviewed and stamped, or any failure, partial failure, or inefficiency
of any Approved Schedule so reviewed and stamped. Engineer’s stamping of any
Approved Schedule with no exception noted or an equivalent notation shall be considered
to mean merely that Engineer has no objection to Contractor proceeding, upon its own
full responsibility and liability, with the schedule or schedules proposed.
4. Acceleration. If, at any time, the Work, or any component part
of the Work, is behind the Approved Schedule, Contractor shall initiate immediate and
definite procedures for accelerating the Work as required to bring the Work, and all
component parts of the Work, into compliance with the Approved Schedule. Owner shall
not be subject to any claims, demands, or liability for Contractor’s acceleration damages
or costs incurred to keep the Work in compliance with the Approved Schedule, including,
but not limited to, damages or costs resulting from, arising out of, or in any way related to
increases in time- related costs; increases in costs of labor, equipment, materials, or
supplies; costs of additional personnel; costs of additional equipment; costs of additional
premium time for personnel or equipment; increase in costs for Bond or insurance
premiums; lower labor productivity; lost profits or alternative income; effects on other
contracts; and costs of demobilization and remobilization. Failure of Owner or Engineer
to inform Contractor that Contractor is behind the Approved Schedule or to direct and
enforce procedures to ensure compliance with the Approved Schedule shall not relieve
Contractor of the entire responsibility for the performance of the Work in full compliance
with the requirements of this Contract within the Contract Time.
5. Owner’s Right to Perform Work. Any failure of Contractor to
comply with this Subsection 1.1B shall entitle Owner to perform or have performed all
Work necessary for compliance with this Subsection and to withhold or recover from
Contractor the cost of such Work.
C. Completeness of Work. Except for such items as are expressly and
specifically required by this Contract to be furnished by Owner, Contractor shall provide
at the Work Site, and at no charge to Owner other than the Contract Price, all personnel,
equipment, materials, supplies, and other things required to provide, perform and
complete the Work described, shown, or reasonably implied, or inferred from prevailing
custom or trade usage as being required to produce the results intended, in this Contract.
If any personnel, equipment, materials, or supplies that are not directly or indirectly set
forth in this Contract are nevertheless necessary to the proper provision, performance,
and completion of the whole of the Work in accordance with the intent of this Contract,
Contractor shall understand such personnel, equipment, materials, or supplies to be
implied and shall provide such personnel, equipment, materials, or supplies as fully as if
it were particularly described. Without limiting the foregoing, Contractor, at its sole cost
and expense, shall: (1) arrange for a supply of water, heat, light, power,
GENERAL CONDITIONS
-4-
telecommunications, and other services needed for the Work and for testing, including
the installation of temporary utility lines, wiring, switches, fixtures, hoses, connections,
and meters; (2) provide and maintain sanitary conveniences of sufficient number to
accommodate all workers and all personnel of Owner and Engineer engaged in or about
the Work; and (3) provide and maintain a clean, weather-tight office, temporary in
character, at a central location at the Work Site, with telephone facilities and service, for
use as a field office by Contractor, for storage of Contract Drawings and Specifications,
for storage of permits and Required Submittals reviewed with no exception noted, and for
shelter of workers.
D. Conformity of Work. Contractor shall, at no increase in the Contract
Price, provide workmanship, equipment, materials, and supplies that fully conform to this
Contract, notwithstanding the fact that Contractor may have based its Bidder’s Proposal
on workmanship, equipment, materials, or supplies that do not so conform. When the
equipment, materials, or supplies furnished by Contractor cannot be installed as specified
in the Contract Drawings or Specifications, Contractor shall, without any increase in the
Contract Price, make all modifications required to properly install the equipment,
materials, or supplies. Any such modification shall be subject to the prior review and
consent of Engineer.
1.2 Engineer’s Authority
Engineer has been employed as an independent contractor to represent
Owner during the term of this Contract and to observe the Work in progress on behalf of
Owner. To prevent delays and disputes and to discourage litigation, it is agreed by Owner
and Contractor that Engineer shall, in all cases, determine the amount, quality,
acceptability, and fitness of the several kinds of Work that are to be paid for under this
Contract; determine all disputes in relation to the true construction, meaning, and intent
of the Contract Drawings and Specifications; and determine all disputes in relation to the
execution of the Work, the classifications and measurements of quantities and materials,
the suitability of equipment, materials, and supplies, and the fulfillment of this Contract.
In interpreting this Contract, Engineer shall be subject to Section 1.3 of the Contract
Agreement.
Engineer shall have the power to reject or condemn all Work that is
defective, flawed, unsuitable, or nonconforming to the terms of this Contract.
Engineer’s determination in all matters shall be a condition precedent to an
appeal by Contractor to Owner, to the right of Contractor to receive, demand, or claim
any money or other compensation under this Contract, and to any liability on the part of
Owner to Contractor on account of this Contract.
1.3 Required Submittals
A. Submittals Required. Contractor shall submit to Engineer all
documents, data, and information specifically required to be submitted by Contractor
GENERAL CONDITIONS
-5-
under this Contract and shall, in addition, submit to Engineer all such drawings,
specifications, descriptive information, and engineering documents, data, and information
as may be required, or as may be requested by Engineer, to show the details of the Work,
including a complete description of all equipment, materials, and supplies to be provided
under this Contract (“Required Submittals”). Such details shall include, but shall not be
limited to, the kind, size, arrangement and operations of component materials and
devices; the external connections, anchorages, and supports required; performance
characteristics; test data; concrete reinforcement; structural details; dimensions needed
for installation and correlation with other equipment, materials, and supplies; principal
dimensions, weight, structural and operating features; space required; clearances; utility
connections; wiring and control diagrams; type and/or brand of finish or shop coat;
adequate operation and maintenance information for all equipment requiring
maintenance or other attention; and all similar matters, for all components of the Work.
When it is customary to do so, when the dimensions are of particular importance, or for
equipment and materials, the Required Submittals shall be certified by the Supplier as
correct for, and in full compliance with, this Contract and meeting intended functions.
B. Number and Format. Except as otherwise provided in the
Specifications: Contractor shall provide seven complete sets for each Required Submittal
with suitable identification; all Required Submittals, except drawings, shall be prepared
on white 8-1/2 inch by 11 inch paper; all prints of drawings shall be folded to 8-1/2 inches
by 11 inches, or less; and all drawings shall be clearly marked in the lower right-hand
corner with the names of Owner, Engineer, and Contractor.
C. Verification by Contractor. Contractor shall be responsible for
obtaining Required Submittals complying with the foregoing from its Subcontractors and
Suppliers and returning reviewed documents to them. Contractor shall check and
approve all Required Submittals before submitting them to Engineer for review.
Contractor shall check and verify, or resubmit for correction, all Required Submittals
prepared by a Subcontractor or Supplier, before submitting them to Engineer. Verification
and submission of Required Submittals by Contractor shall be deemed to mean that
Contractor has, in fact, reviewed and coordinated the information in the Required
Submittals with the requirements of the Work and this Contract. Any Required Submittals
submitted to Engineer which have not been checked, reviewed, and stamped “Verified by
Contractor” (or its equivalent), will be returned unprocessed.
D. Time of Submission. All Required Submittals shall be provided to
Engineer no later than the time, if any, specified in this Contract for their submission or, if
no time for submission is specified, in sufficient time, in Engineer’s sole opinion, to permit
Engineer to review the same prior to the commencement of the part of the Work to which
they relate and prior to the purchase of any equipment, materials, or supplies that they
describe.
E. Engineer’s Review. Engineer shall review all Required Submittals
as soon as reasonably possible after their submission and shall have the right to require
GENERAL CONDITIONS
-6-
resubmittal of, and such corrections in and additions to, any or all Required Submittals as
may be necessary to make the Required Submittals conform to this Contract.
F. Responsibility for Delay and Costs of Additional Review. Contractor
shall be responsible for any delay in the Work due to delay in providing Required
Submittals conforming to this Contract. In the event more than one re-submittal of any
Required Submittal is necessary to make such Required Submittal conform to this
Contract, Contractor shall be charged the total cost incurred by Engineer for all
subsequent reviews of Required Submittals. If the amount due to the Contractor is not
sufficient to cover such costs, Contractor shall reimburse Owner for such costs upon
demand.
G. Condition Precedent to Performance of Work. No Work with respect
to which any Required Submittal is required or has been requested, and no Work
dependent on any such Work, shall be provided or performed unless and until the
Required Submittal for such Work has been reviewed and stamped by Engineer with no
exception noted or an equivalent notation. No equipment, materials, or supplies shall be
purchased, fabricated, or installed until all Required Submittals pertaining thereto have
been reviewed and stamped by Engineer with no exception noted or an equivalent
notation. Where samples are required, the samples reviewed and stamped by Engineer
with no exception noted or its equivalent notation shall be kept at the Work Site for
comparison with, and to establish the standards of acceptance for, equipment, materials
or supplies proposed for incorporation into the Work.
H. Incorporation After Review With No Exception Noted. Every
Required Submittal that is reviewed and stamped by Engineer with no exception noted or
an equivalent notation shall immediately thereupon become a part of the Contract
Documents, and the Work shown or described thereby shall be performed in conformity
therewith unless otherwise required by Engineer.
I. No Liability. Review and stamping of any Required Submittal by
Engineer shall be for the sole purpose of examining the general arrangement, design,
and details of the proposed Work, and no review by Engineer, no noting of an exception
by Engineer, and no failure to note an exception by Engineer shall relieve Contractor of
the entire responsibility for the performance of the Work in full compliance with the
requirements of this Contract. Engineer’s review and stamping, with or without
exceptions noted, of any Required Submittal shall not constitute an approval of any part
of the Work shown in such Required Submittal and shall not be regarded as any
assumption of risk or liability by Owner or Engineer. Contractor shall have no claim under
this Contract on account of any error, omission or defect in, or revealed by, any Required
Submittal so reviewed and stamped. Engineer’s stamping of any Required Submittal with
no exception noted or an equivalent notation shall be considered to mean merely that
Engineer has no objection to Contractor proceeding, upon its own full responsibility and
liability, with the Work as shown on such Required Submittal.
GENERAL CONDITIONS
-7-
1.4 Administration of the Work
A. Contractor’s Duty to Administer the Work. Contractor shall have full
and sole responsibility for administration of the Work. Contractor’s field organization shall
include fully qualified and adequate management, supervisory and technical personnel to
insure competent and expeditious handling of all matters related to the Work. Contractor
shall have full and sole responsibility for keeping all personnel, equipment, materials,
supplies, and other things required to provide, perform, and complete the Work within the
designated construction area limits of the Work Site and out of areas not designated for
Contractor’s use. On all other lands, Contractor shall have no rights unless it obtains
them from the proper parties.
Owner shall have the authority to order Contractor to remove from the Work
Site any of Contractor’s employees or any Subcontractors’ employees who fail to
discharge responsibilities, refuse to obey instructions, or who are incompetent, abusive,
threatening, or disorderly in their conduct. Any such Person so removed shall not be
employed again on the Work. No adjustment in the Contract Price or Contract Time shall
be made as a result of such removal.
All Subcontractors and Suppliers shall be directly responsible to Contractor
and shall be subject to Contractor’s supervision and control. Contractor shall have the
duty to coordinate all Subcontractors and Suppliers so as to avoid hindrance or
interference among them and to ensure that the Work will be completed in full compliance
with, and as required by or pursuant to, this Contract and within the Contract Time.
Contractor shall attend and shall cause any Subcontractor or Suppliers
whose attendance is requested to attend, any pre-construction meetings or construction
progress meetings as may be necessary for the orderly performance of the Work, as
determined by Owner or Engineer.
B. Contractor’s Superintendent. Contractor shall appoint and employ
throughout the performance of the Work a competent superintendent who shall be
approved by Owner in writing and who shall have complete charge of the Work on behalf
of Contractor. Contractor’s superintendent shall be at the Work Site at all times during
performance of the Work. Contractor shall, before beginning the Work, and at all times
during the performance of the Work, keep Owner advised in writing of such
superintendent’s name and address, and of telephone numbers where such
superintendent may be reached at all times. Such superintendent shall not be changed
without the consent of Owner unless the individual serving in that capacity leaves
Contractor’s employ or becomes unable to serve due to circumstances beyond the control
of Contractor, which shall in no event be construed to include the necessity of employing
such Person on any other contract or work. Any substitute superintendent proposed by
Contractor shall be approved by Owner in writing. In any case where Owner determines
the performance of Contractor’s superintendent is unsatisfactory or unacceptable to
Owner, Owner shall have the right to require Contractor to remove such superintendent
and to replace such superintendent with a new superintendent satisfactory to Owner.
GENERAL CONDITIONS
-8-
1.5 Conditions at the Work Site; Record Drawings
Contractor shall be fully responsible for conditions found at, and in the
vicinity of, the Work Site. Contractor shall have no claim for damages, for compensation
in excess of the Contract Price except as expressly provided, and only to the limited extent
set forth, in Sections 2.1 through 2.3 of these General Conditions of Contract, or for a
delay or extension of the Contract Time based upon conditions found at, or in the vicinity
of, the Work Site. When information pertaining to subsurface, underground or other
concealed conditions or obstructions, soils analysis, borings, test pits, buried structures,
utility locations or conditions, conditions of existing structures, and similar site information
or data and other investigations is or has been shown or indicated on the Contract
Drawings, is or has been provided by Owner or Engineer, or is or has been otherwise
made available to Contractor by Owner or Engineer, such information is or has been
shown, indicated, provided, or made available solely for the convenience of Contractor
and is not part of this Contract. Owner assumes no responsibility whatever in respect to
the sufficiency or accuracy of such information, and there is no guaranty or warranty,
either expressed or implied, that the conditions indicated are representative of those
existing throughout the Work or the Work Site, or that the conditions indicated are
representative of those existing at any particular location, or that contractors working on
other projects may not change the conditions indicated at, and in the vicinity of, the Work
Site, or that unanticipated conditions may not be present.
Contractor shall be solely responsible for locating all existing underground
installations by prospecting no later than two workdays prior to any scheduled excavation
or trenching or 200 lineal feet in advance of such excavation or trenching, whichever is
earlier. Contractor shall, prior to any excavation, notify the Joint Utility Locating
Information for Excavators (J.U.L.I.E.), (1-800-892-0123), and, with respect to owners or
operators of underground utility facilities who are not members of J.U.L.I.E., shall directly
notify such non-member owners or operators and shall otherwise fully comply with the
Illinois Underground Utility Facilities Damage Prevention Act, 220 ILCS 50/1 et seq.
Contractor shall check all dimensions, elevations, and quantities shown on the Contract
Drawings and Specifications within the same time period as set forth above for
prospecting underground installations. Contractor shall lay out the Work in accordance
with the Contract Drawings and Specifications and shall establish and maintain such
locations, lines and levels, except that wherever pre-existing work is encountered,
Contractor shall verify and be responsible for dimensions and locations of such pre-
existing work. Contractor shall notify Engineer of any discrepancy between the
dimensions, elevations and quantities shown on the Contract Drawings and
Specifications and the conditions of the Work Site or any other discrepancies which
Contractor may discover during such inspections. Contractor shall make any necessary
adjustments in the alignment or grade of the Work, subject to Engineer’s approval, to
pass around, over, or under any obstruction discovered without any equitable adjustment
in the Contract Time or, except as expressly provided, and only to the limited extent set
GENERAL CONDITIONS
-9-
forth, in Sections 2.1 through 2.3 of these General Conditions of Contract, the Contract
Price.
Contractor shall maintain, during the progress of the Work, up-to-date
copies of all Contract Drawings and Specifications and a continuous record of all field
deviations from the Contract Drawings. Before Final Acceptance of the Work, Contractor
shall submit to Owner two printed sets of Drawings of Record, unless a greater number
is specified elsewhere in this Contract, indicating all necessary additions and corrections
to the Contract Drawings to show record conditions for verification of Engineer’s drawings
of record. Upon acceptance of Contractor’s printed Drawings of Record, Contractor shall
also submit to Owner electronic Drawings of Record in electronic CADD files and/or other
electronic file format acceptable to Owner operating on an IBM compatible microcomputer
under a Windows operating system. Each such drawing and electronic drawing file shall
be plainly marked “Drawing of Record” near the title block and shall be certified as to
correctness by Contractor.
1.6 Safety of the Work Site
A. Contractor’s Responsibility. Contractor shall be solely and
completely responsible for providing and maintaining safe conditions at the Work Site,
including the safety of all Persons and property during performance of the Work. This
requirement shall apply continuously and shall not be limited to normal working hours.
Contractor shall take all safety precautions as shall be necessary to comply with all
applicable Laws, regulations, and guidelines, including without limitation OSHA, and to
prevent injury to Persons and damage to property. Contractor shall employ or hire a
competent safety representative or Subcontractor, who is capable of identifying
predictable and existing conditions that are unsanitary, hazardous, or dangerous to
Persons or property, to devise, supervise and ensure compliance with all safety
precautions and programs as shall be necessary to comply with all applicable Laws,
regulations, and guidelines, including without limitation OSHA, and to prevent injury to
Persons and damage to property. Contractor shall advise Owner, in writing, of such
safety representative’s name, address, and telephone number or numbers where such
safety representative may be reached at all times, 24 hours per Day, and such safety
representative shall have full and complete authority to promptly correct or eliminate any
such unsanitary, hazardous, or dangerous conditions. Neither Owner nor Engineer shall
be responsible for conditions at the Work Site, nor for the safety of Persons or property,
during the performance of the Work.
Contractor is advised that potentially hazardous conditions described in the
Illinois Health and Safety Act, federal OSHA Regulations and Guidelines, ANSI Standard
B30.5-1968 as amended, ANSI Standard Z117.1-1995 as amended, and Illinois
Department of Labor Rules and Regulations, could be encountered during the
performance of the Work, including without limitation energized electrical facilities and
overhead wires; cranes, derricks, and other hoisting machinery with operational and use
limitations, special hazard warnings and instructions, and revolving superstructures
requiring proper barricading; underground utility facilities requiring protection, support, or
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removal to safeguard employees; excavations requiring, among other things, safe means
of egress and protection from cave-ins, fall-ins, hazardous atmospheres, hazardous
substances, and other hazardous conditions; and confined or enclosed spaces that are
subject to the accumulation of hazardous substances or toxic or flammable contaminants
or that have oxygen deficient or other hazardous atmospheres, requiring, among other
things, independent fall protection, respiratory equipment, ventilation, two-way
communication with the outside, and safe means of egress. Contractor should take
special notice of the potentially hazardous conditions identified in this paragraph and take
all necessary precautions to guard against such potential hazards, including without
limitation conducting employee safety training and education, posting warnings and
instructions, testing, and inspecting, and utilizing adequate protective and emergency
systems, equipment, and devices, in as much safety remains Contractor’s sole
responsibility under this Contract. Contractor is directed to the Illinois Health and Safety
Act, federal OSHA Regulations and Guidelines, including without limitation Occupational
Safety & Health Standards and Construction Industry Safety & Health Regulations as
outlined in Parts 1910 and 1926 of US Dept. of Labor Chapter XVII - Occupational Safety
and Health Administration, Title 29, and US Dept. of Labor Document OSHA 2202 “OSHA
Safety and Health Standards Digest,” ANSI Standard B30.5-1968 as amended, ANSI
Standard Z117.1-1995 as amended, and Illinois Department of Labor Rules and
Regulations for a further description of these potentially hazardous conditions and the
regulations applicable thereto.
Contractor is being notified of these potentially hazardous conditions so that
Contractor may independently assess the potentially hazardous conditions and take the
necessary precautions to ensure a safe workplace pursuant to this Contract and
Contractor’s legal obligations. Owner’s notification of these potentially hazardous
conditions should not be construed to be, nor interpreted as, an exclusive listing of the
potentially hazardous conditions that could be encountered during the performance of the
Work but, rather, such notice shall be construed to be, and interpreted as, exemplary
only. Owner’s notification of these potentially hazardous conditions should not be
construed or interpreted as waiving Contractor’s sole and complete responsibility for
conditions at the Work Site or for providing and maintaining safe conditions at the Work
Site, including the safety of all Persons and property during performance of the Work.
This notification of potentially hazardous conditions is provided solely to assist Contractor
in the performance of these duties, in the interest of maximum safety.
B. Traffic. Contractor shall conduct all of its operations without
interruption of or interference with vehicular and pedestrian traffic on public and private
rights-of-way unless it has obtained permits therefor from the proper authorities. All public
and private rights-of-way not closed by permission of the proper authorities shall be
maintained passable and safe by Contractor, who shall assume and have full
responsibility for the adequacy and safety, or provisions made therefor. If any public or
private right-of-way shall be rendered unsafe by Contractor’s operations, Contractor shall
make such repairs or provide such temporary ways or guards as shall be acceptable to
the proper authorities.
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Contractor shall, at least 48 hours in advance, notify the proper authorities
in writing, with a copy to Engineer, if the closure of any public or private right-of-way is
necessary. Contractor shall cooperate with the proper authorities in the establishment of
alternate routes and shall provide adequate detour signs, plainly marked and well lighted,
in order to minimize confusion.
C. Fire Protection. Access to sources of water for fire protection shall
be identified and available at all times. Fire hydrants and stop valves adjacent to the
Work shall be kept clear and readily accessible to fire apparatus and no materials or other
obstruction shall be placed, parked, or stored within 15 feet of any hydrant or stop valve
except by special permission of the proper authorities.
Only construction procedures that minimize fire hazards to the extent
practicable shall be used. There shall be no open burning or confined trash fires.
Combustible debris and waste materials shall be collected or removed from the Work Site
each workday. Fuels, solvents, and other volatile or flammable materials shall be stored
away from construction and storage areas in well-marked, safe containers. Good
housekeeping, essential to fire prevention, shall be practiced by Contractor throughout
the Work.
D. Accident Records; Insurance Adjusters. Contractor shall maintain
an accurate record of all accidents and other incidents resulting in death, injury, or
occupational disease to any Person or in damage to, or loss of, any property and shall
promptly report any such accident or incident to Owner and shall provide Owner with
copies of all correspondence and pleadings related thereto, including insurance claims
and settlements. Contractor shall arrange for Contractor’s insurance adjuster to meet
with any Person affected by any such accident or other incident promptly and, in all
events, within 48 hours after Contractor’s receipt of notice from such Person, and a report
of the insurance adjuster’s findings shall be delivered to such Person within 10 days
thereafter, copies of which shall be provided to Owner and Engineer.
1.7 Cleanliness of the Work Site and Environs
Contractor shall keep the Work Site and adjacent areas clean at all times
during performance of the Work and shall remove and properly dispose of all waste and
surplus materials from the Work Site each workday in such a manner as may be
necessary to conform to Law. Contractor shall sweep and clean, and shall remove from
the Work Site all hoses, cables, extension cords and similar materials, as may be
necessary to leave the Work Site and adjacent areas in a clean and orderly condition at
the end of each workday. If Contractor fails to comply with its obligations under this
Section, Owner shall have the right to perform, or to have performed, such obligations
and to withhold or recover the cost thereof from Contractor.
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1.8 Damage to the Work, the Work Site, and Other Property
The Work and everything pertaining thereto shall be provided, performed,
completed, and maintained at the sole risk and cost of Contractor from the
Commencement Date until Final Payment. Contractor shall be responsible and liable for
any damages, losses, and injuries resulting from its operations. Contractor shall be fully
responsible for the protection of all public and private property and all Persons. Without
limiting the foregoing, Contractor shall, at its own cost and expense, (1) provide temporary
heating, covering and enclosures, to the satisfaction of Engineer, as necessary to protect
the Work against damage by dampness and cold, to dry out the Work, and to facilitate
the completion of the Work; (2) provide all permanent and temporary shoring, anchoring
and bracing required by the nature of the Work, in order to make all parts absolutely stable
and rigid, even when such shoring, anchoring and bracing is not explicitly specified; and
(3) support and protect all buildings, bridges, roadways, conduits, wires, water pipes, gas
pipes, sewers, pavements, curbs, sidewalks, fixtures and landscaping of all kinds and all
other public or private property that may be encountered or endangered in providing,
performing and completing the Work.
Contractor shall have no claim against Owner because of any damage or
loss to the Work or to Contractor’s equipment, materials, or supplies from any cause
whatever, including damage or loss due to simultaneous work by others.
Contractor shall, promptly and without charge to Owner, repair or replace,
to the satisfaction of Owner, any damage done to, and any loss suffered by, the Work
and any damage done to, and any loss suffered by, the Work Site or other property as a
result of the Work.
No specific provision of this Contract to the effect that Contractor shall be
responsible and liable at its sole risk and cost for the Work or any part thereof or for
damage, loss, or injury caused by Contractor shall be construed to be an exclusive listing
of the circumstances in which Contractor bears such responsibility and liability, but,
rather, all such provisions shall be construed to be exemplary only.
Notwithstanding any other provision of this Contract, Contractor’s
obligations under this Section shall exist without regard to, and shall not be construed to
be waived by, the availability or unavailability of any insurance, either of Owner or
Contractor, to indemnify, hold harmless, or reimburse Contractor for the cost of any repair
or replacement work required by this Section.
1.9 Subcontractors and Suppliers
A. Approval and Use of Subcontractors and Suppliers. Contractor shall
perform the Work with its own personnel and under the management, supervision, and
control of its own organization unless otherwise approved by Owner in writing, which
approval Owner may exercise and revoke in its sole discretion. All Subcontractors,
Suppliers, and Subcontracts used by Contractor shall be acceptable to, and approved in
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advance by, Owner. All Persons engaged in the Work, whether or not as approved
Subcontractors, shall be deemed to be employees of Contractor for all purposes and
Contractor hereby assumes, in addition to any liability imposed by law upon Contractor
for its Subcontractors, full responsibility and liability for such Subcontractors as if they
were the employees of Contractor. Nothing in this Contract shall be construed to create
any contractual relationship between Owner and any Subcontractor or Supplier. All
relations with approved Subcontractors and Suppliers shall be the responsibility of
Contractor, and Owner shall not be responsible or obligated to deal directly with any
Subcontractor or Supplier.
Contractor is responsible for providing, performing, and completing all Work
that meets or exceeds specified requirements notwithstanding specific references in the
Contract Drawings or Specifications to duties and obligations of other contractors,
Subcontractors, Suppliers, manufacturers, trades, etc., all at no extra cost to Owner other
than the Contract Price. All such duties and obligations specifically imposed upon such
other contractors, Subcontractors, Suppliers, manufacturers, trades, etc., shall be
deemed to be imposed upon Contractor.
Owner’s approval of any Subcontractor, Supplier, or Subcontract shall not
relieve Contractor of full responsibility and liability for the provision, performance, and
completion of the Work in full compliance with, and as required by or pursuant to, this
Contract on or before the Completion Date or for the proper performance of all other
requirements of this Contract, or for Contractor’s liability on all representations and
warranties made in or pursuant to this Contract. Contractor shall remain as fully
responsible and liable for the acts, omissions, and performance of all Subcontractors and
Suppliers as Contractor is for its own acts, omissions, and performance.
If Owner refuses to approve any Subcontractor or Supplier, or, having once
approved a Subcontractor or Supplier, thereafter, advises Contractor that such
Subcontractor or Supplier is no longer acceptable to Owner, then Contractor shall
undertake the Work itself or propose another Subcontractor or Supplier for Owner’s
approval. No adjustment of the Contract Price or Contract Time shall be made as a result
of Owner’s refusal to approve, or Owner’s revocation of any approval of, any
Subcontractor or Supplier.
This Section shall not be construed to prohibit Owner, if and when it
exercises any of its rights under Section 6.6 of these General Conditions of Contract, from
entering into an independent contractual relation with any Subcontractor or Supplier
employed by Contractor, and no such relation shall be construed as interfering with any
Subcontract or other relation Contractor may have with such Subcontractors and
Suppliers.
B. Subcontractor and Supplier Requirements. In addition to any and all
conditions and other requirements that may be imposed by Owner in its approval of any
Subcontractor or Supplier, all Work performed under any Subcontract shall be subject to
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the same provisions set forth in this Contract for the Work performed by Contractor.
Furthermore, every Subcontract shall include at least the following provisions:
1. Flow-down. A statement that this Contract has been reviewed
by the Subcontractor or Supplier; that Subcontractor or
Supplier agrees to be bound by the terms, provisions and
conditions of this Contract so far as they are applicable to the
Work under its Subcontract; that Subcontractor or Supplier
agrees to assume all obligations and responsibilities of
Contractor under this Contract; and that Subcontractor or
Supplier agrees to be bound by and governed by any change
or alteration in this Contract.
2. Discrimination. The provisions of the Public Works
Employment Discrimination Act, 775 ILCS 10/1 et seq., shall
be printed or otherwise inscribed on the face of the
Subcontract.
3. Laws. A statement substantially identical to Section 6.11 of
the Contract Agreement requiring Subcontractor or Supplier
to comply with all Laws.
4. Application of Payments. A statement that Subcontractor or
Supplier agrees that all funds received directly or indirectly
from Owner shall be applied to the payment or reimbursement
of the costs for which they were paid and not to any
preexisting or unrelated debt between Contractor and
Subcontractor or Supplier.
5. No Compensation for Delay. A statement substantially
identical to Subsection 2.3D of these General Conditions of
Contract to the effect that there shall be no payment,
compensation, damages, or adjustment of any kind, other
than an extension of time, because of hindrances or delays,
whether avoidable or unavoidable, from any cause in the
commencement, provision, performance, or completion of the
Work under the Subcontract.
6. Termination for Convenience of Contractor. A statement that
the Subcontract may be terminated for the convenience of
Contractor, if this Contract is terminated for any reason by
Owner or if Owner exercises its right to require termination of
the Subcontract; provided, however, that no such termination
shall defeat Owner’s rights under Paragraph 1.9B7 below.
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7. Conditional Assignment. A statement that Subcontractor or
Supplier agrees to the assignment of the Subcontract to
Owner, at Owner’s option exercised by written notice to
Subcontractor or Supplier and without further action, if this
Contract is terminated by Owner and that no such assignment
shall be construed as interfering with Subcontractor’s or
Supplier’s Subcontract with Contractor.
8. Dispute Resolution. A statement that in case of any dispute
or claim between Subcontractor or Supplier and Contractor
involving Owner, or between Contractor and Owner involving
Subcontractor or Supplier, Subcontractor or Supplier agrees
to be bound by the provisions in this Contract pertaining to the
resolution of disputes to the same extent that Contractor is
bound to Owner by the terms of this Contract; and that
Subcontractor or Supplier agrees to be bound by any and all
decisions or determinations made thereunder as authorized
in this Contract; and that Subcontractor or Supplier agrees to
join in, or consolidate any claim it may have with, any related
pending dispute resolution proceeding or to allow such joinder
or consolidation of other related claims with its claim; and that
Subcontractor or Supplier agrees that, pending the final
disposition of any dispute or claim under or in any way relating
to the Subcontract, Subcontractor or Supplier shall proceed
diligently with all Work to be performed by it under its
Subcontract.
9. Representations and Warranties. A statement of
representations and warranties substantially identical to
Article III of the Contract Agreement.
1.10 Simultaneous Work by Others
A. By Owner. Owner shall have the right to perform or have performed
such other work as Owner may desire in, about, or near the Work Site during the
performance of the Work by Contractor.
B. Coordination. Contractor shall make every reasonable effort to
perform the Work in such manner as to enable both the Work and such other work to be
completed without hindrance or interference from each other. Contractor shall keep itself
informed of the progress and the detail of such other work; shall afford Owner and other
contractors reasonable opportunity for the execution of such other work; shall properly
connect and coordinate the Work with such other work; and shall notify Engineer
immediately of lack of progress or defective workmanship in the provision, performance,
or completion of such other work in any case where such lack of progress or defective
workmanship will or may interfere with the Work or the operations of Contractor or its
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Subcontractors. Whenever there is a conflict between the Work and such other work,
Engineer shall, upon request of Contractor or the Person performing such other work,
determine the manner in which such conflict shall be resolved or accommodated.
Contractor shall proceed at its own risk in the event Contractor fails to request such
determination from Engineer.
C. By Others. Contractor acknowledges that other contractors not
under the direction or control of Owner may be encountered in the performance of the
Work by Contractor. Contractor shall perform the Work in such a manner as to enable
both the Work and the work of such other contractors to be completed without hindrance
or interference from each other.
D. Changes. If other contractors, regardless of whether such
contractors are under the direction or control of Owner or are not under the direction or
control of Owner, change the conditions found at, or in the vicinity of, the Work Site, both
Contractor and Owner shall treat the new conditions as if they were previously existing
conditions. Owner shall not be entitled to any credits and Contractor shall not be entitled
to any equitable adjustment in the Contract Price as a result of such changes except as
expressly provided, and only to the limited extent set forth, in Sections 2.1 through 2.3 of
these General Conditions of Contract.
E. Claims. If the Work or any of Contractor’s operations or property is
damaged by any other Person, Contractor shall make its claim directly against such
Person. If a dispute develops between Contractor and any such other Person concerning
the responsibility for any such damage, the dispute shall be resolved with such other
Person by whatever method may be available and appropriate, but such dispute shall not
be cause for delay in the restoration of the damaged Work, and Contractor shall restore
the Work immediately. Failure of Contractor to comply with this Subsection shall entitle
Owner to perform, or to have performed, all Work necessary for compliance with this
Subsection and to withhold or recover from Contractor the cost of such Work.
1.11 Occupancy Prior to Final Acceptance
Owner shall have the right, at its election, to occupy, use, or place in service any
part of the Work prior to Final Acceptance of the Work. Such occupancy, use, or
placement in service shall be conducted in such manner as not to damage any of the
Work or to unreasonably interfere with the progress of the Work. No such occupancy,
use, or placement in service shall be construed as an acceptance of any of the Work or
a release or satisfaction of Contractor’s duty to insure and protect the Work, nor shall it
be considered as an interference with Contractor’s provision, performance, or completion
of the Work.
1.12 Suspension or Termination of Work for Convenience
A. Suspension for Convenience. Owner shall have the right at any time,
by Change Order, for its convenience, to suspend, for such period of time as may be
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determined by Owner to be necessary or desirable for the convenience of Owner, and
thereafter to require resumption of, the whole or any part of the Work, without invalidating
the provisions of this Contract. Contractor shall not be entitled to any equitable
adjustment in the Contract Price as a result of any such suspension for convenience of
Owner.
B. Termination for Convenience. Owner shall have the right at any time,
by Change Order, for its convenience, to terminate the Work in whole or in part.
C. Owner’s and Contractor’s Obligations. Every Change Order issued
pursuant to Subsection 1.12A or Subsection 1.12B shall state the extent and effective
date of such termination or suspension. On such effective date, Contractor shall, as and
to the extent directed, stop Work under this Contract, cease all placement of further orders
or Subcontracts, terminate or suspend Work under existing orders and Subcontracts,
cancel any outstanding orders or Subcontracts that can be canceled, and take any action
necessary to protect any property in its possession in which Owner has or may acquire
any interest and to dispose of such property in such manner as may be directed by Owner.
D. Payments for Completed Work. In the event of any termination
pursuant to Subsection 1.12B above, Owner shall pay Contractor (1) such direct costs,
determined in accordance with generally accepted accounting practices in the
construction industry, consistently applied, and excluding overhead, as Contractor shall
have paid or incurred for all Work done in compliance with, or as required by or pursuant
to, this Contract up to the effective date of termination, together with ten percent of such
costs for overhead and profit; and (2) such other costs pertaining to the Work, exclusive
of overhead and profit, as Contractor may have reasonably and necessarily incurred as
the result of any such termination. The total payment to be made to Contractor by reason
of such termination shall not in any event exceed a percentage of this Contract equal to
the proportion that the Work completed prior to the effective date of termination bears to
the total Work required by this Contract. Any such payment shall be offset by any prior
payment or payments and shall be subject to Owner’s rights to withhold or deduct as
provided in this Contract.
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ARTICLE II
CHANGES AND DELAYS
2.1 Changes
A. Field Adjustments. No equitable adjustment shall be made in the
Contract Price, and no Change Order, other than a possible Balancing Change Order
pursuant to Paragraph 5.1C2 of these General Conditions of Contract, shall be issued,
for field adjustments in the Work ordered by Owner or resulting from, arising out of, or in
any way related to, conditions found at, or in the vicinity of, the Work Site, including
subsurface, underground or other concealed conditions or obstructions, buried structures,
utility locations or conditions, adverse soil conditions, changed site conditions due to work
by other contractors, and similar site conditions, that, in combination with all Change
Orders and all other field adjustments, increase the quantity of any Unit Price Item by 20
percent or less of the approximate quantity for that Unit Price Item set forth in the
Schedule of Prices, or increase the quantity of discrete units comprising any lump sum
component part of the Work by 20 percent or less of the quantity of discrete units
comprising that lump sum component part of the Work set forth in the Breakdown
Schedule, as the case may be. Contractor shall be solely responsible for dealing with
such field adjustments and Owner shall not be entitled to any credits and Contractor shall
not be entitled to any equitable adjustments in the Contract Price as a result of such field
adjustments. For Work to be paid on a Unit Price basis, any such increases in the quantity
of any Unit Price Item shall be paid for at the respective Unit Price for each such Unit
Price Item set forth in the Schedule of Prices. For lump sum Unit Prices, the percentage
of increase, and the amount to be paid for such field adjustments, shall be determined on
the basis of the number of discrete units comprising such lump sum Unit Price Item set
forth in the Breakdown Schedule for that lump sum Unit Price Item. For Work to be paid
on a lump sum basis, no amounts shall be paid for such increases in any lump sum
component part of the Work other than the lump sum amount included in the Breakdown
Schedule for that lump sum component part of the Work.
B. Change Orders. Owner shall have the right to issue Change Orders
to Contractor without the consent of Contractor and without notice to any surety of
Contractor. Owner shall also issue Change Orders making an equitable adjustment in
the Contract Price for any field adjustment as set forth in Subsection 2.1A above that, in
combination with all Change Orders and all other field adjustments pursuant to
Subsection 2.1A above, increase the quantity of any Unit Price Item by more than 20
percent of the approximate quantity for that Unit Price Item set forth in the Schedule of
Prices, or increase the quantity of discrete units comprising any lump sum component
part of the Work by more than 20 percent of the quantity of discrete units comprising that
lump sum component part of the Work set forth in the Breakdown Schedule, as the case
may be, but only for that portion of Work that exceeds 120 percent of said quantity or
discrete units comprising a lump sum component part of the Work. For lump sum Unit
Prices, the percentage of increase shall be determined on the basis of the number of
discrete units comprising such lump sum Unit Price Item set forth in the Breakdown
Schedule for that lump sum Unit Price Item.
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Contractor shall promptly comply with every Change Order, notwithstanding
any disputes or objections concerning such Change Order. No Change Order shall be
construed to invalidate this Contract not to entitle Contractor to additional compensation
except and only to the extent provided in Sections 2.2 and 2.3 below.
No Balancing Change Order issued pursuant to Paragraph 5.1C2 of these
General Conditions of Contract shall constitute, be deemed to be, or operate as, an
equitable adjustment in the Contract Price.
C. Classification. For purposes of Subsections 2.1A and 2.1B above,
in determining whether an equitable adjustment in the Contract Price shall be made based
upon any field adjustment, any increase in any component part of the Work included or
subsumed within a Unit Price Item as defined in the Contract Drawings and
Specifications, or included or subsumed within a discrete unit comprising a lump sum
component part of the Work set forth in the Breakdown Schedule, as the case may be,
shall be classified under such Unit Price Item or discrete unit, and the fact that Contractor
uses a different method of providing, performing, and completing such field adjustment
than originally contemplated shall not be a basis for not classifying such Work under one
or more of the Unit Price Items set forth in the Schedule of Prices, or under one or more
of such discrete units set forth in the Breakdown Schedule, as the case may be.
2.2 Equitable Adjustments
Subject to the limitations set forth in this Article II, if any Change Order
causes an increase or decrease in the amount of the Work or if a Change Order is
required to be issued for certain field adjustments as set forth in Subsection 2.1B above,
an equitable adjustment in the Contract Price or Contract Time may, upon the request of
either Owner or Contractor, be made pursuant to Section 2.3 or Section 2.4 of these
General Conditions of Contract.
Any Change Order issued that does not include an equitable adjustment in
the Contract Price or Contract Time shall be construed to be a determination by Owner
that Contractor is not entitled to any equitable adjustment by reason of such Change
Order. All claims by Contractor for an equitable adjustment in either the Contract Price
or the Contract Time based on a Change Order shall be made, whenever feasible, before
Contractor proceeds with any Work pursuant to such Change Order and shall, in all
events, be made no later than two business days after receipt of such Change Order. All
such claims shall, if not made prior to such time, be conclusively deemed to have been
waived. Any claims by Contractor for an equitable adjustment in the Contract Price or
Contract Time that have not been included, or fully included, in a Change Order shall not
relieve Contractor of its responsibility to proceed without delay to perform the Work in
compliance with the Change Order.
No equitable adjustment shall be made in the Contract Price or Contract
Time on the basis that the Work is, or has become, more difficult than Contractor’s Price
Proposal would reflect or because of any risk or change in the Work that Contractor is
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responsible for dealing with under this Contract without any equitable adjustment in the
Contract Price or Contract Time as set forth in Subsection 2.1A above and in Subsection
2.4A below.
2.3 Contract Price Adjustments
A. Increased Work. If any Change Order causes an increase in the
amount of the Work or if a Change Order is required to be issued for certain field
adjustments as set forth in Subsection 2.1B above (“Increased Work”), then Engineer
shall determine, and include in such Change Order, subject to the limitations of Sections
2.1 and 2.2 above, the amount of the equitable adjustment in Contract Price, if any, to be
allowed. Such determination shall be made as follows:
1. Unit Prices. If the Schedule of Prices provides Unit Prices and
if the Increased Work or any part thereof that can be classified
under one or more of the Unit Price Items set forth in the
Schedule of Prices, then such Increased Work or part thereof
classified under such Unit Price Item shall be paid for at the
Unit Price listed in the Schedule of Prices for such Unit Price
Item unless, for good cause shown, Contractor and Owner
agree upon either a greater or lesser Unit Price for such
Increased Work or part thereof or unless Owner, in its sole
discretion, elects not to pay for the Increased Work or part
thereof on the basis of Unit Prices, in which event, such
Increased Work shall be paid for as set forth in either
Paragraph 2.3A2 or Paragraph 2.3A3 below.
2. Agreed Prices. If the Schedule of Prices does not provide Unit
Prices or if the Increased Work or any part thereof cannot be
classified under one or more of the Unit Price Items set forth
in the Schedule of Prices or if Owner elects, pursuant to
Paragraph 2.3A1 above, not to pay for the Increased Work or
part thereof on the basis of Unit Prices, then such Increased
Work or part thereof shall be paid for on the basis of such lump
sum price or such time and material prices as Owner and
Contractor may agree prior to the commencement of such
Increased Work unless Owner elects, in its sole discretion, to
pay for such Increased Work or part thereof as set forth in
Paragraph 2.3A3 below.
3. Reasonable Cost Plus. Any Increased Work or part thereof
not paid for pursuant to Paragraphs 2.3A1 or 2.3A2 above
shall, to the extent entitled to be paid for pursuant to this
Contract, be paid for at the reasonable cost of such Increased
Work or part thereof, as determined by Engineer, in the
manner provided in this Paragraph.
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Except as hereinafter limited, the reasonable cost of
Increased Work shall include the reasonable cost, as
determined by Engineer, to Contractor of all personnel
employed and all equipment, materials, and supplies used, on
the Increased Work for the period of such employment or use.
The reasonable cost of Increased Work shall include amounts
paid, if any, for Social Security, insurance such as workers’
compensation, other direct assessments upon Contractor’s
payroll by authorized public agencies, and other approved
assessments such as union benefits not normally included in
payments made directly to employees but customarily
recognized as part of the payroll cost of doing the Work.
The reasonable cost of Increased Work shall not include
insurance not directly related to payroll expenses such as
liability insurance or property damage insurance.
The reasonable cost of Increased Work shall not include the
cost of any purchase or rental of any buildings or small tools.
The reasonable cost of Increased Work shall not include the
cost of any personnel above the level of foreman or the cost
of Contractor’s office and engineering staff.
The reasonable cost of all equipment used on the Increased
Work shall be based upon the monthly rental rates set forth in
the most recent edition of “RENTAL RATE BLUEBOOK FOR
CONSTRUCTION EQUIPMENT” published by
Nielson/DATAQUEST or a similar publication approved by
Engineer (the “Approved Rate”). The reasonable hourly cost
of equipment shall be calculated by multiplying the Approved
Rate (without consideration of overtime charges or charges
for fuel and oil) by 12 and dividing the product by 2,080. If the
Increased Work requires the use of equipment not already on
the Work Site, or not already required to be provided at the
Work Site under the terms of this Contract, the cost of
transportation, not exceeding a distance of 100 miles of such
equipment to and from the Work Site shall be considered part
of the reasonable cost of the Increased Work.
Contractor may add a maximum of fifteen percent of the
reasonable costs set forth above to cover the costs of use of
capital, overhead, and profit, including premiums on any
Bonds or insurance on account of the Increased Work (except
as hereinbefore permitted for direct reimbursement), and
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profit and overhead of any and all Subcontractors and
Suppliers performing all or any part of the Increased Work.
Contractor shall keep a daily record of all Increased Work
provided, performed, or completed by Contractor or any
Subcontractor or Supplier. The daily record shall include the
nature of the Increased Work performed, the names of all
personnel employed, and the hours worked by each, the
equipment, materials and supplies used, including, where
appropriate, the quantities used and the hours of use. To
constitute verification that Increased Work was provided,
performed, or completed, the daily record for each Day must
be signed by both Contractor and Engineer not later than the
end of the following business day. Contractor’s failure to so
keep and so verify such a daily record shall constitute a waiver
of any claim for compensation for Increased Work.
In the event of any dispute as to the reasonableness of the
method or manner of performing any Increased Work, or the
cost thereof, including, but not limited to, personnel or
equipment requirements to perform the Increased Work,
Contractor shall provide all supporting documentation,
including cancelled checks, payroll documentation, and any
relevant union requirements or regulations. In the absence of
such supporting documentation, Engineer’s determination of
the reasonableness of the chosen method or manner of
performing the Increased Work, of the cost thereof, and, if
unreasonable, of the reasonable cost of providing,
performing, and completing the Increased Work if a
reasonable method or manner or cost had been chosen, shall
be conclusive and binding on Contractor.
4. For purposes of Paragraphs 2.3A1 and 2.3A2, in determining
whether the Increased Work or any part thereof can be
classified under one or more of the Unit Price Items set forth
in the Schedule of Prices, any increase in any component part
of the Work included or subsumed within a Unit Price Item as
defined in the Contract Drawings and Specifications shall be
classified under such Unit Price Item and the fact that
Contractor uses a different method of providing, performing,
and completing Increased Work than Contractor originally
contemplated shall not be a basis for not classifying Increased
Work under one or more of the Unit Price Items set forth in the
Schedule of Prices.
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5. Except as set forth above, no claim for compensation in
excess of the Contract Price shall be made or allowed on
account of Increased Work.
B. Decreased Work. If any Change Order causes a decrease in the
amount of the Work (“Decreased Work”), then Engineer shall determine, and include in
such Change Order, (1) the amount of the equitable adjustment in the Contract Price to
be credited to Owner based on the value of the Decreased Work determined in
accordance with Subsection 5.1C of these General Conditions of Contract and (2) the
allowance, if any, due Contractor for any actual loss incurred in connection with the
purchase, delivery, and subsequent disposal of equipment, materials, or supplies that
would have been used on the Work but for the Change Order and that could not be
returned to their source for credit or used in any part of the Work as actually provided,
performed and completed. In no event shall any Decreased Work entitle Contractor to
make a claim for damages, anticipated profits, or any other compensation except the
aforesaid allowance for actual loss incurred for such unused and unreturned equipment,
materials, or supplies. Ownership of any such unused equipment, materials, or supplies
paid for by Owner shall, at Owner’s option, be conveyed to Owner.
C. Netting of Price Adjustments. When both Increased Work and
Decreased Work result from a single Change Order, the allowance for overhead and profit
pursuant to the reasonable cost method of Paragraph 2.3A3 above, if utilized, shall be
figured on the basis of the net increase, if any, in the Work.
D. No Compensation for Delays. Contractor shall not claim or be
entitled to any payment, compensation, damages, or adjustment of any kind, other than
a possible extension of the Contract Time, if applicable, as provided for in
Subsection 2.4C below, because of hindrances or delays, whether avoidable or
unavoidable, from any cause in the commencement, provision, performance, or
completion of the Work, including but not limited to:
1. Any act, error, omission or interference of Owner, Engineer,
or any other Person, including, without limitation, late,
changed, or erroneous Bidding Documents or Contract
Documents; changes in sequence, suspensions,
accelerations, or de-accelerations of the Work; lack of access,
rights-of-way, or easements for the Work; lack of approvals,
decisions, or payments; issuance of Change Orders; or
occupancy, use, or placement into service of the Work prior
to Final Acceptance;
2. Differing or unanticipated conditions at, or in the vicinity of, the
Work Site;
3. The simultaneous presence and operations of other
contractors;
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4. Strikes, lockouts, or labor or material shortages;
5. Fires or other casualties;
6. Delays in transportation; and
7. Acts of God or natural phenomena, whether or not such
phenomena are unusual or unusually severe considering the
time of year and the particular locality involved.
Contractor expressly agrees that it will accept in full satisfaction for all such delays and
hindrances a possible extension of the Contract Time, if applicable, as provided in
Subsection 2.4C below and that it will make no claim for, nor be entitled to, equitable
adjustment of the Contract Price; or any compensatory, acceleration, or disruption
damages; or any other damages or costs of any kind or nature for any such delays or
hindrances, including, but not limited to, damages or costs resulting from, arising out of,
or in any way related to increases in time-related costs; increases in costs of labor,
equipment, materials, or supplies; costs of additional personnel; costs of additional
equipment; costs of additional premium time for personnel or equipment; increase in costs
for Bond or insurance premiums; lower labor productivity; lost profits or alternative
income; effects on other contracts; and costs of demobilization and remobilization.
2.4 Extensions of Contract Time
A. Anticipated Delays. Difficulties or obstructions that may arise out of,
or be encountered as a result of, adverse weather conditions, equipment breakdowns,
subsurface, underground, or other concealed conditions or obstructions, buried
structures, utility locations or conditions, adverse soil conditions, and changed site
conditions due to work by other contractors are inherent in the nature of the Work of this
Contract. Allowances and contingencies for dealing with such difficulties or obstructions
are to be allowed for in Contractor’s schedule and shall not be treated as unavoidable
delays pursuant to Subsection 2.4C below. Changes in the sequence in which the Work
is provided, performed, and completed resulting from delays or hindrances that affect only
part of the Work but not the provision, performance, or completion of other parts of the
Work, nor completion of the whole of the Work, are also inherent in the nature of the Work
of this Contract. Allowances and contingencies for such changes are to be allowed for in
Contractor’s schedule and shall not be treated as unavoidable delays pursuant to
Subsection 2.4C below.
B. Extensions for Increased Work. Subject to Subsection 2.4A above,
when a Change Order causes an increase in the time required to complete the Work, an
extension of the Contract Time shall be granted as part of such Change Order for a period
of time equal to the additional time required to complete the Work.
C. Extensions for Unavoidable Delays. Subject to Subsection 2.4A
above, for any delay or hindrance in completing the Work that may result from causes
that could not be avoided or controlled by Contractor, as determined by Owner,
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Contractor shall upon timely written application, immediately upon the occurrence of any
event giving rise to such unavoidable delay and, in any event, no later than two business
days thereafter, be entitled to issuance of a Change Order providing for an extension of
the Contract Time for a period of time equal to the delay resulting from such unavoidable
cause.
D. Extensions for Suspensions. If Owner orders Contractor to suspend
the whole of the Work or to suspend a part of the Work that increases the time required
to complete the Work, Owner shall, unless such suspension was due to Contractor’s
failure to perform in accordance with the requirements of this Contract, extend the
Contract Time for a period of time equal to the delay caused by such suspension.
2.5 Constructive Change Orders
Sections 2.2 through 2.4 set forth the sole means by which an equitable
adjustment in the Contract Price or Contract Time shall be allowed. No claims for
equitable adjustments in the Contract Price or Contract Time shall be made or allowed
unless embodied in a Change Order initiated by Owner pursuant to Section 2.1 or
requested by Contractor, and approved by Owner, pursuant to this Section 2.5. If Owner
fails to issue a Change Order including, or fully including, an equitable adjustment in the
Contract Price or Contract Time to which Contractor claims it is entitled under Sections
2.2 through 2.4, Contractor may assert a claim that it is entitled to a constructive change
order for, but only for, the equitable adjustment due under said Sections pursuant to the
procedures of this Section 2.5. If Contractor believes that any requirement, direction,
instruction, interpretation, determination, or decision of Owner or Engineer entitles
Contractor to an equitable adjustment in the Contract Price or Contract Time under
Sections 2.2 through 2.4 that has not been included, or fully included, in a Change Order,
then Contractor shall submit to Engineer, with a copy to Owner, a written request for the
issuance of, or revision of, a Change Order, including the equitable adjustment, or the
additional equitable adjustment, in the Contract Price or Contract Time that Contractor
claims has not been included, or fully included, in a Change Order. Such request shall,
whenever feasible, be submitted before Contractor proceeds with any Work for which
Contractor claims an equitable adjustment is due and shall, in all events, be submitted no
later than two business days after receipt of notice of such requirement, direction,
instruction, interpretation, determination, or decision. Upon receipt by Engineer of any
such request, the parties shall proceed as provided in Article VI of these General
Conditions of Contract pertaining to disputes and remedies. Notwithstanding the
submission of any such request, Contractor shall proceed without delay to perform the
Work as required, directed, instructed, interpreted, or decided by Owner or Engineer and
shall, pending a final resolution of the issue, keep a daily record of such Work in the
manner provided in Paragraph 2.3A3 above. Unless Contractor submits such a request
within two business days after receipt of notice of such requirement, direction, instruction,
interpretation, determination, or decision, Contractor shall be conclusively deemed (1) to
have agreed that such requirement, direction, instruction, interpretation, determination, or
decision does not entitle Contractor to an equitable adjustment in the Contract Price or
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Contract Time and (2) to have waived all claims based on such requirement, direction,
instruction, interpretation, determination, or decision.
2.6 No Waiver and Release
Except to the extent embodied in a Change Order, neither the provisions of
this Article II nor any communication between or among Owner, Engineer, and Contractor
shall operate to relieve Contractor of its duty to perform the Work in full compliance with,
and as required by or pursuant to, this Contract, within the Contract Time, and for the
Contract Price, or to release or discharge Contractor from any duty arising under this
Contract.
2.7 No Other Compensation
No payments, compensation, damages, reimbursements, or monetary
consideration of any kind shall be paid or owing to Contractor in connection with, or arising
out of, this Contract other than, and subject to deduction as provided for in this Contract,
the lump sum amount or amounts stated in the Schedule of Prices, for Work to be paid
on a lump basis, the Unit Price stated in the Schedule of Prices for each acceptable unit
of each Unit Price Item installed and complete in place, measured on the basis defined in
the Contract Drawings and Specifications or, in the absence of such definition, on the
basis determined by Engineer, for Work to be paid on a Unit Price basis, the equitable
adjustment in the Contract Price included in any Change Order, and any bonuses
provided for, and only to the extent provided in, the Special Conditions of Contract.
Contractor shall not claim or be entitled to any other payment, compensation, damage,
reimbursement, or monetary consideration of any kind for the provision, performance, or
completion of the Work.
2.8 Specific References Exemplary
No specific provision of this Contract to the effect that there shall be no
change or adjustment in the Contract Price or Contract Time shall be construed to be an
exclusive listing of the circumstances in which there shall be no adjustment in Contract
Price or Contract Time, but, rather, all such provisions shall be construed to be exemplary
only.
ARTICLE III
CONTRACTOR’S RESPONSIBILITY FOR DEFECTIVE WORK
3.1 Inspection; Testing; Correction of Defects
A. Inspection. Until Final Payment, all parts of the Work shall be subject
to inspection and testing by Owner, by Engineer, by any public authority having
jurisdiction, and by any other Person designated by Owner. Contractor shall furnish, at
its own expense, all reasonable access, assistance, and safe and proper facilities
required by such Persons for such inspection and testing, both at the Work Site and at
any Subcontractor’s or Supplier’s plant or other source of supply, with full permission to
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take samples of any materials or supplies that may or might be used in the Work, at
Contractor’s own expense. Contractor shall notify Owner and Engineer of the readiness
of any part of the Work for any inspection or test that may be required by or pursuant to
this Contract or applicable Laws. Owner and Engineer shall perform all of their
inspections and tests so as not to delay the Work unduly, but Contractor shall schedule
the Work in light of the need for time to perform such inspections and tests. No part of
the Work as to which any specific inspection or test is required shall be covered or closed
until such inspection or test has been completed. If such Work is covered or closed, then
it shall be uncovered or opened and, after the inspection or test, recovered or reclosed,
by Contractor, all at Contractor’s expense.
B. Additional Inspections. If any Work for which an inspection or test is
not required by this Contract has been covered or closed so as to prevent inspection or
testing, Owner shall nevertheless have the right to order such Work to be inspected or
tested and, if so ordered, such Work shall be uncovered or opened by Contractor. If the
Work thus uncovered or opened is found to be free from defects, damage, and flaws and
to be suitable for its intended purpose and to be otherwise in conformity with this Contract,
then Owner shall pay the cost of uncovering, opening, re-inspecting, re-testing, covering,
or closing, as the case may be. If the Work uncovered or opened is not free from defects,
damage, and flaws or is not suitable for its intended purpose or is otherwise not in
conformity with this Contract, then Contractor shall pay all such costs.
C. Re-Inspections. Re-inspection and re-testing of any Work may be
ordered by Owner at any time, and, if so ordered, any covered or closed Work shall be
uncovered or opened by Contractor. If the Work thus uncovered or opened is found to
be free from defects, damage, and flaws and to be suitable for its intended purpose and
to be otherwise in conformity with this Contract, then Owner shall pay the cost of
uncovering, opening, re-inspecting, re-testing, covering, or closing, as the case may be.
If the Work uncovered or opened is not free from defects, damage, and flaws or is not
suitable for its intended purpose or is otherwise not in conformity with this Contract, then
Contractor shall pay all such costs.
D. Correction. Until Final Payment, Contractor shall, promptly and
without charge, repair, correct, or replace all or any part of the Work that is defective,
damaged, flawed, or unsuitable or that in any way fails to conform strictly to the
requirements of this Contract and shall pay to Owner all resulting costs, expenses, losses,
or damages suffered by Owner as a result of any such defect, damage, flaw, unsuitability
or nonconformity.
E. No Waiver. No inspection or test, failure to inspect or test, or waiver
of inspection or testing by Owner or Engineer shall relieve Contractor of its duty to
complete the Work in full compliance with, and as required by or pursuant to, this
Contract. Failure or neglect on the part of Engineer to condemn Work that is defective,
damaged, flawed, unsuitable, or nonconforming shall not be construed as acceptance of
such Work nor as a waiver of compliance with the requirements of this Contract.
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3.2 Warranty of Work
A. Scope of Warranty. Contractor warrants that the Work and all of its
components shall be free from defects and flaws in design, workmanship, and materials;
shall strictly conform to the requirements of this Contract; and shall be fit, sufficient, and
suitable for the purposes expressed in, or reasonably inferred from, this Contract.
Contractor further warrants that the strength of all parts of all equipment, materials, and
supplies incorporated into the Work shall be adequate and as specified and sufficient to
meet the performance requirements of this Contract. The warranty herein expressed
shall not be the sole and exclusive warranty but, rather, shall be in addition to any other
warranties expressed in this Contract, or expressed or implied by Law, which are hereby
reserved unto Owner.
B. Repairs; Extension of Warranty. Contractor shall, promptly and
without charge, correct any failure to fulfill the above warranty that may be discovered or
develop at any time within two years after Final Payment or such longer period as may
be prescribed in the Contract Drawings and Specifications, in the Special Conditions of
Contract, or by Law. The above warranty shall be extended automatically to cover all
repaired and replacement parts and labor provided or performed under such warranty
and Contractor’s obligation to correct Work shall be extended for a period of two years
from the date of such repair or replacement. Nothing contained in this Subsection 3.2B
shall be construed to establish a period of limitation with respect to other obligations that
Contractor has under this Contract. The time period established in this Subsection 3.2B
relates only to the specific obligation of Contractor to correct Work and has no relationship
to the time within which the obligations to comply with this Contract may be sought to be
enforced, nor to the time within which proceedings may be commenced to establish
Contractor’s liability with respect to Contractor’s obligations other than specifically to
correct the Work.
3.3 Contractor Duty to Correct Without Delay
In the event of any claim by Owner pursuant to Section 3.1 or Section 3.2
above that the Work is defective, damaged, flawed, unsuitable, nonconforming, or that
the Work fails to fulfill the above warranty, Contractor shall be given a reasonable
opportunity to confirm the validity of such claim, but Contractor shall not, unless
authorized in writing by Owner, delay correction of the claimed defect, damage, flaw,
unsuitability, nonconformity, or failure while making such determination. In the event any
such claim is shown to be invalid following such correction by Contractor, Owner shall
pay the cost of such correction.
3.4 Owner’s Right to Correct
If, within two business days after Owner gives Contractor notice of any
defect, damage, flaw, unsuitability, nonconformity, or failure to meet warranty subject to
correction by Contractor pursuant to Section 3.1 or Section 3.2 above, Contractor fails,
refuses, or neglects to make, or to undertake with due diligence to make, the necessary
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corrections, then Owner shall be entitled to make, either with its own forces or with
contract forces, the corrections and to recover from Contractor all resulting costs,
expenses, losses, or damages, including attorneys’ fees and administrative expenses.
If in the judgment of Owner, the delay required to give Contractor the
aforesaid two business days-notice would cause serious damage or loss that could be
avoided by immediate action, Owner shall have the right, without giving prior notice to
Contractor, to perform, or to have performed, all work necessary to make the corrections
and to recover from Contractor the cost of such corrections. In such event, Contractor
shall be notified as promptly as possible and shall assist, whenever possible, in making
the necessary corrections.
3.5 Subcontractor and Supplier Warranties
Whenever the Special Conditions of Contract or the Specifications require
a Subcontractor or Supplier to provide a guaranty or warranty, Contractor shall be solely
responsible for obtaining said guaranty or warranty in form satisfactory to Owner and
assigning said warranty or guaranty to Owner. Acceptance of any assigned warranties
or guaranties by Owner shall be a precondition to Final Payment and shall not relieve
Contractor of any of its guaranty or warranty obligations under this Contract.
Whenever the Special Conditions of Contract or the Specifications require
a Subcontractor or Supplier to provide a guaranty or warranty, Contractor shall be solely
responsible to obtain from the guarantying or warranting Person a written certification, in
form satisfactory to Owner, that (1) all things required for the successful operation of the
warranted item in accordance with the Specifications have been designed, manufactured
and installed in accordance with all requirements of the guarantying or warranting Person;
(2) all requirements and conditions necessary to validate the guaranty or warranty,
whether specified in this Contract or not, have been complied with; and (3) all procedures
necessary to maintain the guaranty or warranty in full force and effect during the
applicable guaranty or warranty period, including but not limited to maintenance
obligations and storage conditions, have been provided to Owner in writing and written
acknowledgments of all such disclosed procedures have been provided by Owner to the
warranting or guarantying Person. Acceptance of any such certification by Owner shall
be a precondition to Final Payment and shall not relieve Contractor of any of its obligations
under this Contract to provide additional or other certifications.
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ARTICLE IV
INSURANCE
4.1 Required Coverages
Contractor shall, prior to and at all times while providing, performing, or
completing the Work, including, without limitation, at all times while repairing, correcting,
or replacing all or any part of the Work that is defective, damaged, flawed, unsuitable,
nonconforming, or that fails to meet warranty subject to correction by Contractor pursuant
to Section 3.1 or Section 3.2 of these General Conditions of Contract, procure, maintain,
and keep in force, at Contractor’s expense, all insurance necessary to protect and save
harmless Owner, the Work, the Work Site, and all property located at or about the Work
Site, including but not limited to the insurance coverages specified in Section 4.3 below
and in Section 4 of the Special Conditions of Contract (“Required Coverages”).
4.2 Insurance Companies
All Required Coverages shall be provided by insurance companies rated A
minus or better in Best’s Insurance Guide and otherwise acceptable to, and approved by,
Owner. Required Coverages may be in any combination of primary, excess, and umbrella
policies. Any excess or umbrella policy must provide excess coverage over underlying
insurance on a following-form basis such that when any loss covered by the primary policy
exceeds the limits under the primary policy, the excess or umbrella policy becomes
effective to cover such loss. No policy may have a deductible or self-insured retention of
more than one percent of the policy limit. Contractor shall furnish to Owner two copies of
a certificate of insurance for each Required Coverage. Each such certificate and policy
shall be in a form satisfactory to Owner and shall provide that no change, modification in,
or cancellation of the insurance represented by it shall become effective until the
expiration of 30 Days after written notice thereof shall have been given by the insurance
company to Owner and any Additional Insured.
4.3 Insurance Minimum Coverages
Certificates of Insurance shall be presented to the Village within fifteen (15)
days after the receipt by the contractor of the Notice of Award and the unexecuted contract,
it being understood and agreed that the Village will not approve and execute the contract,
nor will the bid guarantee be returned until acceptable insurance certificates are received
and approved by the Village.
Each contractor performing any work pursuant to a contract with the Village of
Oak Brook and each permittee working under a permit as required pursuant to the provisions
of Article III of Chapter 12 of the Code of Ordinances of the Village of Oak Brook (hereinafter
referred to as "Insured") shall be required to carry such insurance as specified herein. Such
contractor and permittee shall procure and maintain for the duration of the contract or permit
insurance against claims for injuries to persons or damages to property, which may arise
from or in connection with the performance of the work under the contract or permit, by either
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the contractor, permittee, or their agents, representatives, employees, or subcontractors.
A contractor or permittee shall maintain insurance with limits no less than:
A. General Liability - $2,000,000 combined single limit per occurrence for bodily
injury, personal injury, and property damage, provided that when the estimated
cost of the work in question does not exceed $5,000, the required limit shall be
$500,000;
B. Automobile Liability (if applicable) - $1,000,000 combined single limit per
accident for bodily injury and property damage;
C. Worker's Compensation and Employer's Liability - Worker's Compensation limits
as required by the Labor Code of the State of Illinois and Employer's Liability
limits of $1,000,000 per accident.
Any deductibles or self-insured retention must be declared to and approved by
the Village. At the option of the Village, either the insurer shall reduce or eliminate such
deductible or self-insured retention as respects the Village, its officers, officials, employees,
volunteers, and agents; or the Insured shall procure a bond guaranteeing payment of losses
and related investigations, claim administration and defense expenses to the extent of such
deductible or self-insured retention.
The policies shall contain, or be endorsed to contain, the following provisions:
D. General Liability and Automobile Liability Coverage -
(1) The Village, its officers, officials, employees, and volunteers are to be
covered as additional insureds as respects: liability arising out of activities
performed by or on behalf of the Insured; premises owned, occupied, or
used by the Insured. The coverage shall contain no special limitations on
the scope of protection afforded to the Village, its officers, officials,
employees, volunteers, and agents.
(2) The Insured's insurance coverage shall be primary insurance as respects
the Village, its officers, officials, employees, and volunteers. Any
insurance or self-insurance maintained by the Village, its officers, officials,
employees, or volunteers shall be in excess of the Insured's insurance and
shall not contribute with it.
(3) Any failure to comply with reporting provisions of the policies shall not
affect coverage provided to the Village, its officers, officials, employees, or
volunteers.
(4) The Insured's insurance shall apply separately to each covered party
against whom claim is made or suit is brought except with respect to the
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limits of the insurer's liability.
E. Worker's Compensation and Employer's Liability Coverage
The policy shall waive all rights of subrogation against the Village, its
officers, officials, employees, and volunteers for losses arising from work
performed by the insured for the Village.
Each insurance policy shall be endorsed to state that coverage shall not be
suspended, voided, canceled by either party, reduced in coverage or in limits except after
thirty (30) days prior written notice by certified mail has been given to the Village. Each
insurance policy shall name the Village, its officers, officials, employees, volunteers, and
agents as additional Insureds. Insurance is to be placed with insurers with a Best's rating
of no less than A: VII.
Each Insured shall furnish the Village with certificates of insurance and with
original endorsements effecting coverage required by this provision. The certificate and
endorsements for each insurance policy are to be signed by a person authorized by that
insurer to bind coverage on its behalf. The certificates and endorsements are to be on forms
approved by the Village and shall be subject to approval by the Village Attorney before work
commences. The Village reserves the right to require complete, certified copies of all
required insurance policies, at any time.
Each insured shall include all subcontractors as insureds under its policies or
shall furnish separate certificates and endorsements for each subcontractor. All coverages
for subcontractors shall be subject to all of the requirements stated herein.
4.4 Additional Coverages
The insurance coverages and limits required by Section 4.3 above shall be
deemed to be minimum coverages and limits and shall not be construed in any way as a
limitation on Contractor’s duty to carry adequate insurance as required by Section 4.1
above or on Contractor’s liability for losses and damages under this Contract. Contractor
shall at all times carry such additional coverages and limits as may be necessary to fully
comply with this Contract.
4.5 Subcontractor Insurance
Unless otherwise provided in the Special Conditions of Contract or unless
otherwise approved by Owner in a Change Order, Contractor shall not allow any
Subcontractor to commence or continue any part of the Work until and unless such
Subcontractor provides and has in force Commercial General Liability insurance
coverage equal to $2,000,000 or the amount of its Subcontract, whichever is greater, and
Workers’ Compensation and Employer’s Liability and Commercial Motor Vehicle Liability
insurance coverages equal to those required of Contractor by this Article.
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ARTICLE V
PAYMENT
5.1 Progress Payments
A. General. Owner shall pay to Contractor in monthly installments,
subject to any additions, deductions, or withholdings provided for in this Contract,
90 percent of the Value of the Work, determined in the manner set forth in
Subsection 5.1C below, installed, and complete up to the Day before the Pay Request,
less the aggregate of all previous Progress Payments. The total amount of Progress
Payments made prior to Final Acceptance by Owner shall not exceed 90 percent of the
Contract Price.
B. Pay Requests. Contractor shall, as a condition precedent to its right
to receive each Progress Payment, submit to Engineer four (unless otherwise provided
in the Specifications) originally executed copies of a request for payment in the form
provided by Owner and accompanied by such supporting data and documentation as may
be required by this Contract or by Owner or Engineer (“Pay Request”). The first Pay
Request shall be submitted not sooner than 30 Days following the Commencement of the
Work. Owner may, by written notice to Contractor, designate a specific Day of each
month on or before which Pay Requests must be submitted.
Pay Requests shall include the following minimum data and documentation,
all of which shall be on forms supplied by, or otherwise acceptable to, Owner:
(i) Contractor’s certification of the Value of the Work for which payment
is then requested. If such certification is accepted by Engineer, it
shall constitute the Value of the Work for the purpose of determining
the amount of the current Progress Payment. If such certification is
not accepted by Engineer, and if Engineer and Contractor are unable
to agree as to the Value of the Work in question, such value shall,
for the purpose of determining the amount of the current Progress
Payment, be determined by Engineer in accordance with
Subsection 5.1C below.
(ii) Contractor’s certification that all prior Progress Payments have been
properly applied to the payment or reimbursement of the costs with
respect to which they were paid.
(iii) Contractor’s Sworn Statement.
(iv) Contractor’s partial or final waiver of lien.
(v) Subcontractors’ and Suppliers’ Sworn Statements.
(vi) Subcontractors’ and Suppliers’ partial or final waivers of lien.
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(vii) Such other receipts, releases, affidavits, certificates, and other
evidence as may be necessary to establish, to Owner’s satisfaction,
Contractor’s, and its Subcontractors’ and Suppliers’, entitlement to
the Progress Payment being requested, prior payment for all labor,
equipment, materials, supplies, and other things covered by the Pay
Request; and the absence of any interest, whether in the nature of a
Lien or otherwise, of any Person in the Work, the Work Site, or any
other property belonging to, or being held by, Owner.
C. Value of Work. The Value of the Work shall be determined as
follows:
1. Lump Sum Items. For all Work to be paid on a lump sum
basis, Contractor shall, not later than 10 days after execution of the Contract Agreement
unless otherwise provided in the Specifications and, in all events, before submitting its
first Pay Request, submit to Engineer a schedule showing the value of each component
part of such Work, and the quantity of discrete units comprising such component part of
the Work, in form and with substantiating data and documentation acceptable to Engineer
(“Breakdown Schedule”). The sum of the items listed in the Breakdown Schedule shall
equal the amount or amounts set forth in the Schedule of Prices for lump sum Work.
Overhead and profit shall not be listed as separate items in the Breakdown Schedule. An
unbalanced Breakdown Schedule providing for overpayment of Contractor on component
parts of the Work to be performed first will not be accepted. The Breakdown Schedule
shall be revised and resubmitted until it is acceptable to Engineer. No payment shall be
made for any lump sum Work until Contractor has submitted, and Engineer has approved,
an acceptable Breakdown Schedule.
Engineer may require that the approved Breakdown Schedule be revised
based on developments occurring during the provision and performance of the Work. If
Contractor fails to submit a revised Breakdown Schedule that is acceptable to Engineer,
Owner shall have the right either to suspend Progress and Final Payments for lump sum
Work or to make such Payments based on Engineer’s determination of the value of the
Work completed.
2. Unit Price Items. For all Work to be paid on a Unit Price basis,
the value of such Work shall be determined by Engineer on the basis of the actual number
of acceptable units of Unit Price Items installed and complete in place, multiplied by the
applicable unit price set forth in the Schedule of Prices. The actual number of acceptable
units installed and complete in place shall be measured on the basis defined in the
Contract Drawings and Specifications or, in the absence of such definition, on the basis
determined by Engineer. For lump sum Unit Prices, Contractor shall submit, as and when
required pursuant to Paragraph 5.1C1 above, a Breakdown Schedule for such lump sum
Unit Price Items.
The number of units of Unit Price Items stated in the Schedule of Prices are
Engineer’s estimate only and shall not be used in establishing the Progress and Final
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Payments due Contractor. The Contract Price shall be adjusted, by a Balancing Change
Order, to reflect the actual number of acceptable units of Unit Price Items installed and
complete in place upon Final Acceptance.
D. Date of Payment. Contractor shall be paid no later than 45 Days
following Owner’s approval of each Pay Request, and the amount of the Progress
Payment requested, at a meeting of Owner’s governing body. Owner shall have no
obligation to approve any Pay Request that is not in full compliance with the requirements
of this Contract.
5.2 Final Acceptance and Final Payment
A. Notice of Completion. When the Work has been completed and is
ready in all respects for acceptance by Owner, Contractor shall notify Engineer, with a
copy to Owner, and request a final inspection (“Notice of Completion”). Contractor’s
Notice of Completion shall be given sufficiently in advance of the Completion Date to
allow for scheduling of the final inspection and for completion or correction before the
Completion Date of any items identified by such inspection as being defective, damaged,
flawed, unsuitable, nonconforming, incomplete, or otherwise not in full compliance with
the requirements of this Contract (“Punch List Work”). Before giving its Notice of
Completion, Contractor shall satisfy itself that the whole Work, and every part thereof,
has been completed in full compliance with, and as required by or pursuant to, this
Contract, that all defects, damage, flaws, and non-conformities have been corrected, and
that the Work Site and adjacent areas are fully restored, clean, and in good order.
B. Punch List and Final Acceptance. The Work shall be finally accepted
when, and only when, the whole and all parts thereof shall have been completed to the
satisfaction of Owner in full compliance with, and as required by or pursuant to, this
Contract and the Work Site and adjacent areas shall have been fully restored, cleaned,
and placed in good order and in at least the same condition as immediately prior to
commencement of the Work. Upon receipt of Contractor’s Notice of Completion and at a
time mutually agreeable to Owner, Engineer, and Contractor, Engineer shall make a
review of the Work and shall either notify Contractor in writing of all Punch List Work, if
any, to be completed or corrected (“Punch List”) and of the time, not later than the
Completion Date, by which Contractor shall complete or correct all Punch List Work or, if
the Work is complete in full compliance with, and as required by or pursuant to, this
Contract and the Work Site and adjacent areas are fully restored, clean, and in good order
and in at least the same condition as immediately prior to commencement of the Work,
prepare and deliver to Owner a written recommendation that the Work be finally accepted.
Following Contractor’s completion or correction of all Punch List Work, Engineer shall
make another review of the Work and shall either prepare and deliver to Contractor
another Punch List or, if the Work is complete in full compliance with, and as required by
or pursuant to, this Contract and the Work Site and adjacent areas are fully restored,
clean, and in good order and in at least the same condition as immediately prior to
commencement of the Work, prepare and deliver to Owner a written recommendation
that the Work be finally accepted.
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The failure of Engineer to list any item on a Punch List shall not relieve
Contractor of its obligation to provide, perform and complete the Work in full compliance
with, and as required by or pursuant to, this Contract.
Whenever any permit, license, site agreement, or other approval or
authorization that may be required in connection with the Work requires that the Work
within public or private property not owned by Owner be installed, and the property
restored, to a condition satisfactory to such approving or authorizing Person, Contractor
shall be responsible for obtaining a written acknowledgment of the acceptance of such
Person in form satisfactory to Owner. Acceptance of any such acknowledgment by
Owner shall be a precondition to Owner’s final acceptance of the Work and shall not
relieve Contractor of any of its obligations under this Contract to provide additional or
other acknowledgments.
In the event more than two inspections and Punch Lists are required before
Engineer is prepared to deliver to Owner its written recommendation that the Work be
finally accepted, Contractor shall be charged the total cost incurred by Engineer for all
subsequent inspections and the preparation of such additional Punch Lists. If the amount
due to the Contractor is not sufficient to cover such costs, Contractor shall reimburse
Owner for such costs upon demand.
Upon being satisfied that the Work and Work Site are ready for final
acceptance pursuant to the requirements of this Contract, Owner shall issue its written
notice of final acceptance of the Work to Contractor (“Final Acceptance”).
C. Final Payment. As soon as practicable, but not more than 60 Days,
after Final Acceptance, Contractor shall submit to Engineer four originally executed
copies of a Pay Request requesting Final Payment (“Final Pay Request”) for Engineer’s
review and recommendation of appropriate payment. Owner shall pay to Contractor the
balance of the Contract Price, as determined by Engineer, after deducting therefrom all
charges against Contractor as provided for in this Contract and all amounts, if any, to be
retained under the Special Conditions of Contract (“Final Payment”). Final Payment shall
be made not later than 15 Days after the expiration of the time within which claims for
labor performed or equipment, materials, or supplies provided must be filed under any
applicable Law pertaining to Liens, or the expiration of 30 Days after Owner approves the
Final Pay Request, whichever is later; provided, however, that Owner shall not be
obligated to make Final Payment unless and until Contractor has submitted and has
caused its Subcontractors and Suppliers to submit all required data and documentation
to Owner and all such data and documentation is complete and in proper form.
5.3 Title to Work and Liens
A. Title. Nothing in this Contract shall be construed as vesting in
Contractor any right of property in any equipment, materials, supplies, and other items
provided under this Contract after they have been installed in, incorporated into, attached
to, or affixed to, the Work or the Work Site. All such equipment, materials, supplies and
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other items shall, upon being so installed, incorporated, attached, or affixed, become the
property of Owner, but such title shall not release Contractor from its duty to insure and
protect the Work in accordance with the requirements of this Contract.
B. Waivers of Lien. Contractor shall, from time to time, at Owner’s
request and in any event prior to Final Payment, furnish to Owner such receipts, releases,
affidavits, certificates, and other evidence as may be necessary to establish, to the
reasonable satisfaction of Owner, that no liens against the Work or the public funds held
by Owner exist in favor of any Person whatsoever for or by reason of any equipment,
material, supplies, or other item furnished, labor performed, or other thing done in
connection with the Work or this Contract (“Lien”) and that no right to file any Lien exists
in favor of any Person whatsoever.
C. Removal of Liens. If at any time any notice of any Lien is filed for or
by reason of any equipment, materials, supplies, or other item furnished, labor performed,
or other thing done in connection with the Work or this Contract, then Contractor shall,
promptly and without charge, discharge, remove, or otherwise dispose of such Lien, or, if
permitted by Owner, furnish a Bond or other collateral satisfactory to Owner to indemnify
Owner against such Lien. Until such discharge, removal, or disposition, or furnishing of
any permitted Bond or other collateral, Owner shall have the right to retain from any
money payable under this Contract an amount that Owner, in its sole judgment, deems
necessary to satisfy such Lien and to pay the costs and expenses, including attorneys’
fees and administrative expenses, of any actions brought in connection therewith or by
reason thereof.
D. Protection of Owner Only. This Section shall not operate to relieve
Contractor’s surety or sureties from any of their obligations under the Bonds, nor shall it
be deemed to vest any right, interest or entitlement in any Subcontractor or Supplier.
Owner’s retention of funds pursuant to this Section shall be deemed solely for the
protection of its own interests pending removal of such Liens by Contractor, and Owner
shall have no obligation to apply such funds to such removal but may, nevertheless, do
so where Owner’s interests would thereby be served.
5.4 Deductions
A. Owner’s Right to Withhold. Notwithstanding any other provision of
this Contract and without prejudice to any of Owner’s other rights or remedies, Owner
shall have the right at any time or times, whether before or after approval of any Pay
Request, to deduct and withhold from any Progress or Final Payment that may be or
become due under this Contract such amount as may reasonably appear necessary to
compensate Owner for any actual or prospective loss due to: (1) Work that is defective,
damaged, flawed, unsuitable, nonconforming, or incomplete; (2) damage for which
Contractor is liable under this Contract; (3) state or local sales, use, or excise taxes from
which Owner is exempt; (4) Liens or claims of Lien regardless of merit; (5) claims of
Subcontractors, Suppliers, or other Persons regardless of merit; (6) delay in the progress
or completion of the Work; (7) inability of Contractor to complete the Work; (8) reasonable
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doubt that this Contract can be completed for the balance of the Contract Price then
unpaid; (9) reasonable doubt that the balance of the Contract Price then unpaid is not
adequate to cover actual or liquidated damages, if any; (10) failure of Contractor to
properly complete or document any Pay Request; (11) any other failure of Contractor to
perform any of its obligations under this Contract; (12) the cost to Owner, including
attorneys’ fees and administrative expenses, of correcting any of the aforesaid matters or
exercising any one or more of Owner’s remedies set forth in Section 6.6 of these General
Conditions of Contract; or (13) engineering and inspection charges imposed pursuant to
Subsection 1.3F, Section 1.13, or Subsection 5.2B of these General Conditions of
Contract.
B. Use of Withheld Funds. Owner shall be entitled to retain any and all
amounts withheld pursuant to Subsection 5.4A above until Contractor shall have either
performed the obligation or obligations in question or furnished security for such
performance satisfactory to Owner. Owner shall be entitled to apply any money withheld
or any other money due Contractor under this Contract to reimburse itself for any and all
costs, expenses, losses, damages, liabilities, suits, judgments, awards, attorneys’ fees,
and administrative expenses incurred, suffered, or sustained by Owner and chargeable
to Contractor under this Contract.
5.5 Application of Payments
All Progress and Final Payments made by Owner to Contractor shall be
applied to the payment or reimbursement of the costs with respect to which they were
paid and not to any preexisting or unrelated debt between Contractor and Owner or
between Contractor and any other Person.
5.6 Work Entire
This Contract and the Work are entire and the Work as a whole is of the
essence of this Contract. Notwithstanding any other provision of this Contract, each and
every part of this Contract and of the Work are interdependent and common to one
another and to Owner’s obligation to pay all or any part of the Contract Price or any other
consideration for the Work. Any and all Progress Payments made pursuant to this Article
are provided merely for the convenience of Contractor and for no other purpose.
ARTICLE VI
DISPUTES AND REMEDIES
6.1 Notice of Dispute
If Contractor disputes or objects to any requirement, direction, instruction,
interpretation, determination, or decision of Owner or Engineer (“Disputed Decision”),
Contractor may, immediately upon receiving any such Disputed Decision, notify Engineer
in writing, with a copy to Owner, of its dispute or objection and of the amount of any
equitable adjustment to the Contract Price or Contract Time to which Contractor claims it
will be entitled as a result thereof (“Notice of Dispute”); provided, however, that Contractor
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shall, nevertheless proceed without delay to perform the Work as required, directed,
instructed, interpreted, determined, or decided by Owner or Engineer without regard to
such dispute or objection and such Notice of Dispute. Unless Contractor so notifies
Engineer not later than two business days after receipt of such Disputed Decision, and,
whenever feasible, prior to taking any action based upon such Disputed Decision,
Contractor shall be conclusively deemed (1) to have agreed to and accepted such
Disputed Decision as being fair, reasonable, and finally determinative of Contractor’s
obligations and rights under this Contract; (2) to have waived all grounds for dispute of or
objection to such Disputed Decision; and (3) to have waived all claims for damages and
equitable adjustments to the Contract Price and Contract Time based on such Disputed
Decision.
6.2 Negotiation of Disputed Decisions
To avoid and settle without litigation any Disputed Decision, Owner and
Contractor agree to engage in good faith negotiations as provided in this Section. Within
three business days after Engineer’s receipt of any Notice of Dispute, Engineer shall
deliver to Contractor, with a copy to Owner, Engineer’s preliminary written response either
rejecting Contractor’s claim, recommending to Owner approval of Contractor’s claim,
suggesting a compromise of Contractor’s claim, or requesting additional information.
Within three business days after Contractor’s receipt of Engineer’s preliminary written
response, Contractor shall deliver to Engineer any additional information requested and
notify Engineer whether Contractor is withdrawing, modifying, or reaffirming its Notice of
Dispute. Within three business days after Engineer’s receipt of Contractor’s reply, a
conference among Owner, Engineer, and Contractor shall be held to resolve the dispute.
6.3 Owner’s Final Decision
Within three business days after the end of the conference required
pursuant to Section 6.2 above, Engineer shall deliver to Contractor Owner’s final written
decision.
6.4 Contractor’s Final Demand
If Contractor objects to Owner’s final decision, Contractor shall, within three
business days of the receipt thereof, give Owner written notice of such objection and shall,
in such notice, state its final demand for settlement of the Disputed Decision. Unless
Contractor so notifies Owner, Contractor shall be conclusively deemed (1) to have agreed
to and accepted Owner’s final decision and (2) to have waived all claims based on such
final decision.
6.5 Contractor’s Remedies
If Owner fails or refuses to satisfy a final demand made by Contractor
pursuant to Section 6.4 above, or to otherwise resolve the Disputed Decision which is the
subject of such demand to the satisfaction of Contractor, within 15 Days following receipt
of such demand, Contractor shall be entitled to pursue such remedies, not inconsistent
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with the provisions of this Contract, as it may have in law or equity; provided, however,
that Contractor agrees that its compliance with the dispute resolution procedures set out
in Sections 6.1 through 6.4 above shall be a condition precedent to the initiation of any
legal action concerning any matter subject to the provisions of said Sections; and
provided further, however, that Contractor agrees that any claim for an equitable
adjustment in the Contract Price or Contract Time or both, as the case may be, shall be
conditioned upon Contractor having first complied with the procedures set out in Section
2.5 of these General Conditions of Contract and shall in no event exceed, and shall be
further limited to, the amount of equitable adjustment in the Contract Price or Contract
Time or both, as the case may be, included in Contractor’s written request submitted in
accordance with Section 2.5 of these General Conditions of Contract.
6.6 Owner’s Remedies
A. Events of Default. Each of the following acts or omissions of
Contractor shall be a default by Contractor of its obligations under this Contract (“Event
of Default”) and the occurrence or existence of any such Event of Default shall entitle
Owner to invoke any or all of the remedies set forth in Subsection 6.6B below:
1. Contractor’s initiation of, acquiescence in, or failure to have
withdrawn any voluntary or involuntary petition in bankruptcy or for
reorganization or for relief from its creditors or for any similar relief.
2. Contractor’s initiation of, acquiescence in, or failure to have
withdrawn any action or agreement for the appointment of a receiver
for its business or any of its property.
3. Contractor being or becoming insolvent, making a general
assignment for the benefit of creditors, or assigning its right to any or
all payments due under this Contract or to any part of the Work.
4. Contractor’s failure or refusal to pay any of its debts as they come
due, including failure to pay when due any money owed to any
Subcontractor or Supplier.
5. Contractor’s failure, refusal, or delay to prosecute the Work, or any
part thereof, diligently at a rate that assures completion of the Work
in full compliance with, and as required by or pursuant to, this
Contract on or before the Completion Date.
6. Contractor’s failure, refusal, or delay to provide, perform, and
complete the Work, or any part thereof, free from defects, damage,
and flaws; in strict conformity to the requirements of this Contract;
and in a manner suitable for its intended purposes.
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7. Contractor falsely making, or being found to have falsely made, any
representation or warranty in any Bidding Document or in or pursuant
to this Contract.
8. Contractor executing the Work in bad faith.
9. Contractor’s failure, refusal, or delay to perform, to satisfy, or to be
in full compliance with, any other requirement of this Contract.
B. Owner’s Remedies for Contractor’s Default. If it should appear at
any time prior to Final Payment, whether as a result of any inspection or test or otherwise,
that an Event of Default has occurred or is in existence, and if Contractor should fail to
cure and eliminate such Event of Default within five business days after Contractor’s
receipt of Owner’s written notice of such Event of Default, then Owner shall have the right,
at its election and without prejudice to any other remedies provided by law or equity, to
pursue any one or more of the following remedies:
1. Owner may require Contractor, within such reasonable time as may
be fixed by Owner, to complete or correct all or any part of the Work
that is defective, damaged, flawed, unsuitable, nonconforming, or
incomplete; to remove from the Work Site any such Work; to
accelerate all or any part of the Work; and to take any or all other
action necessary to bring Contractor and the Work into strict
compliance with this Contract.
2. Owner may perform or have performed all Work necessary for the
accomplishment of the results stated in Paragraph 6.6B1 above and
withhold or recover from Contractor all the cost and expense,
including attorneys’ fees and administrative costs, incurred by Owner
in connection therewith.
3. Owner may accept the defective, damaged, flawed, unsuitable,
nonconforming, incomplete, or dilatory Work or part thereof and
make an equitable reduction in the Contract Price.
4. Owner may terminate this Contract without liability for further
payment of amounts due or to become due under this Contract.
5. Owner may, without terminating this Contract, terminate Contractor’s
rights under this Contract and, for the purpose of completing or
correcting the Work, evict Contractor and take possession of all
equipment, materials, supplies, tools, appliances, plans,
specifications, schedules, manuals, drawings, and other papers
relating to the Work, whether at the Work Site or elsewhere, and
either complete or correct the Work with its own forces or contracted
forces, all at Contractor’s expense.
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6. Upon any termination of this Contract or of Contractor’s rights under
this Contract, and at Owner’s option exercised in writing, any or all
Subcontracts of Contractor shall be deemed to be assigned to Owner
without any further action being required, but Owner shall not thereby
assume any obligation for payments due under such Subcontracts
for any Work provided or performed prior to such assignment.
7. Owner may withhold from any Progress Payment or Final Payment,
whether or not previously approved, or may recover from Contractor,
any and all costs, including attorneys’ fees and administrative
expenses, incurred by Owner as the result of any Event of Default or
as a result of actions taken by Owner in response to any Event of
Default.
8. Owner may recover any damages suffered by Owner.
C. Owner’s Special Remedy for Delay. If the Work is not completed by
Contractor, in full compliance with, and as required by or pursuant to, this Contract, within
the Contract Time as such time may be extended by Change Order, then Owner may
invoke its remedies under Subsection 6.6B above or may, in the exercise of its sole and
absolute discretion, permit Contractor to complete the Work but charge to Contractor, and
deduct from any Progress or Final Payments, whether or not previously approved, [a per
diem charge for each Day completion of the Work is delayed beyond the
Completion Date computed on the basis of $750.00 per Day, as liquidated damages
and not as a penalty; it being understood that it will be difficult and impracticable
to ascertain and determine the amount of damage that Owner will sustain by reason
of such failure] OR [administrative expenses and costs for each Day completion of
the Work is delayed beyond the Completion Date computed on the basis of a per
diem charge of $750.00 per Day, as well as any additional damages caused by such
delay or any liquidated damages provided for in the Special Conditions of
Contract]. Notwithstanding an election made pursuant to this Subsection, Owner may
thereafter exercise any of its remedies under Subsection 6.6B above if Owner at any time
is not, in Owner’s opinion, adequately assured of prompt completion of the Work.
D. Remedies Cumulative. Each of the remedies listed in this Section
shall be deemed to be cumulative of all other remedies listed in this Section or elsewhere
in this Contract and to exist in addition to every other such remedy and in addition to all
other remedies provided by law or equity.
E. Provisions Exemplary. Any reference in this Contract to Owner’s
right to invoke the remedies of this Section are not intended to be, nor shall they be
construed to be, an exclusive listing of the circumstances under which these remedies
may be exercised, but rather they are intended to be only exemplary.
F. Termination or Suspension Deemed for Convenience. Any
termination or suspension of Contractor’s rights under this Section 6.6 for an alleged
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Event of Default that is ultimately held unjustified shall be deemed a termination or
suspension for the convenience of Owner under Section 1.12 of these General Conditions
of Contract.
ARTICLE VII
DEFINITIONS
7.1 Defined Terms
A. Addendum. Any written or graphic instrument issued prior to the
execution of this Contract, dated, and signed by Owner or Engineer, that modifies,
interprets, or corrects the Bidding Documents or this Contract.
B. Additional Insureds. The Persons identified in Section 4 of the
Special Conditions of Contract.
C. Approved Rate. See Paragraph 2.3A3 of these General Conditions
of Contract.
D. Approved Schedule. See Paragraph 1.1B2 of these General
Conditions of Contract.
E. Balancing Change Order. See Paragraph 5.1C2 of these General
Conditions of Contract.
F. Bid Package. The bound set of documents based upon which Owner
solicited proposals for this Contract, consisting of the Bidding Documents and this
Contract.
G. Bidder’s Proposal. The proposal to enter into this Contract,
completed and executed by Contractor, and based upon which this Contract was awarded
by Owner to Contractor.
H. Bidding Documents. The documents incorporated by reference in
Section 3 of the Invitation for Bidder’s Proposals and included in the Bid Package.
I. Bond. Performance Bond, Labor and Material Payment Bond, and
any other instrument of security, furnished, or required by this Contract to be furnished,
by Contractor or its surety or sureties.
J. Breakdown Schedule. See Paragraph 5.1C1 of these General
Conditions of Contract.
K. Change Order. A written order to Contractor executed by Owner
authorizing or directing a change in this Contract; an addition to, deletion from, or revision
in the Work or the Work Site; or an equitable adjustment in the Contract Price or the
Contract Time.
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L. Commencement Date. The date set forth in Section 2.1 of the
Contract Agreement.
M. Completion Date. The date set forth in Section 2.2 of the Contract
Agreement.
N. Contract. The Contract Agreement and all Contract Documents.
O. Contract Agreement. The contract agreement executed by Owner
and Contractor.
P. Contract Documents. The documents are listed in Section 1.2 of the
Contract Agreement.
Q. Contract Drawings. All (i) drawings furnished with the Invitation for
Bidder’s Proposals, (ii) supplementary drawings furnished to clarify and to define in
greater detail the intent of the drawings and specifications furnished with the Invitation for
Bidder’s Proposals, (iii) drawings submitted by Contractor to Engineer pursuant to this
Contract and reviewed and stamped by Engineer with no exception noted or an equivalent
notation, and (iv) drawings submitted to Contractor by Engineer during the progress of
the Work as provided for in this Contract.
R. Contract Price. The lump sum amount or amounts, if any, stated in
the Schedule of Prices and, for each acceptable unit of each Unit Price Item, if any,
installed and complete in place, measured on the basis provided for in the Contract
Drawings and Specifications, the Unit Price for such Unit Price Item stated in the Schedule
of Prices, subject to any additions or deductions provided for in this Contract.
S. Contract Time. The period of time allowed, including the
Commencement Date and Completion Date, pursuant to Article II of the Contract
Agreement for Contractor to provide, perform, and complete the Work, as such period of
time may be modified by Change Order.
T. Contractor. See Subparagraph 1.3A2(a) of the Contract Agreement.
U. Day. Except where otherwise expressly defined, a calendar day of
24 hours, measured from midnight to the next midnight.
V. Decreased Work. See Subsection 2.3B of these General Conditions
of Contract.
W. Disputed Decision. See Section 6.1 of these General Conditions of
Contract.
X. Engineer. See Subparagraph 1.3A2(b) of the Contract Agreement.
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Y. Event of Default. See Section 6.6 of these General Conditions of
Contract.
Z. Final Acceptance. See Subsection 5.2B of these General Conditions
of Contract.
AA. Final Pay Request. See Subsection 5.2C of these General
Conditions of Contract.
BB. Final Payment. See Subsection 5.2C of these General Conditions
of Contract.
CC. General Instructions to Bidders. The instructions to bidders are
included in the Bid Package.
DD. Increased Work. See Subsection 2.3A of these General Conditions
of Contract.
EE. Invitation for Bidder’s Proposal. The invitation for bidder’s proposals
included in the Bid Package and by which Owner invited proposals to enter into this
Contract.
FF. Laws. All laws, statutes, ordinances, regulations, orders, decrees,
and other legal requirements, whether federal, state or local existing on or after the date
of execution of this Contract.
GG. Lien. See Subsection 5.3B of these General Conditions of Contract.
HH. Notice of Completion. See Subsection 5.2A of these General
Conditions of Contract.
II. Notice of Dispute. See Section 6.1 of these General Conditions of
Contract.
JJ. Overtime Work. See Section 1.13 of these General Conditions of
Contract.
KK. Owner. See Subparagraph 1.3A2(c) of the Contract Agreement.
LL. Pay Request. See Subsection 5.1B of these General Conditions of
Contract.
MM. Person. Any corporation, partnership, individual, joint venture, trust,
estate, association, business, enterprise, proprietorship, or other legal entity of any kind,
either public or private, and any legal successor, agent, representative or authorized
assign of the above.
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NN. Price Proposal. The total compensation proposed to be accepted by
Contractor for the Work in the Bidder’s Proposal and from which the Contract Price is
derived.
OO. Progress Payment. The monthly installment payment to be made by
Owner to Contractor in accordance with, and subject to the terms and conditions set forth
in, Article V of these General Conditions of Contract.
PP. Punch List. See Subsection 5.2B of these General Conditions of
Contract.
QQ. Punch List Work. See Subsection 5.2A of these General Conditions
of Contract.
RR. Required Coverages. See Section 4.1 of these General Conditions
of Contract.
SS. Required Submittals. See Subsection 1.3A of these General
Conditions of Contract.
TT. Specifications. All (i) specifications furnished with the Invitation for
Bidder’s Proposals, (ii) supplementary specifications furnished to clarify and to define in
greater detail the intent of the drawings and specifications furnished with the Invitation for
Bidder’s Proposals, (iii) specifications submitted pursuant to this Contract by Contractor
to Engineer and reviewed and stamped by Engineer with no exception noted or an
equivalent notation, and (iv) specifications submitted to Contractor during the progress of
the Work as provided for in this Contract. Unless otherwise noted, the term
“Specifications” as used in this Contract shall not refer to any other standard
specifications.
UU. Subcontract. Any written or oral contract between Contractor and a
Subcontractor or Supplier.
VV. Subcontractor. Any Person, other than Contractor, that provides,
performs or completes any part of the Work at the Work Site, and the duly authorized
officers, employees, agents, and representatives of any such Person.
WW. Supplier. Any Person, other than Contractor, that supplies
equipment, materials or supplies for the Work, including that fabricated to a special
design, but that does not provide or perform labor at the Work Site, and the duly
authorized officers, employees, agents, and representatives of any such Person.
XX. Unit Price. The price set forth in the Schedule of Prices to be paid
for each acceptable unit of each Unit Price Item, if any, installed and complete in place,
measured on the basis provided for in the Contract Drawings and Specifications.
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YY. Unit Price Items. The items set forth in the Schedule of Prices, if any,
to be paid for on a Unit Price basis.
ZZ. Value of Work. The value of the Work, determined in accordance
with Subsection 5.1C of these General Conditions of Contract, for purposes of
determining the then current amount of any Progress Payment to be made by Owner
under this Contract.
AAA. Work. See Subparagraph 1.3A2(d) of the Contract Agreement.
BBB. Work Site. See Subparagraph 1.3A2(e) of the Contract Agreement.
7.2 Word Usage
A. Tense and Form. Words used or defined in one tense or form shall
include other tenses and derivative forms.
B. Number. Words in the singular number shall include the plural
number, and words in the plural number shall include the singular number.
C. Shall and May. The word “shall” is mandatory. The word “may” is
permissive.
D. Subjective Standards. Whenever in this Contract the terms “as
ordered,” “as directed,” “as required,” “as allowed,” “as approved,” or terms of like effect
or import, or the adjectives “reasonable,” “suitable,” “acceptable,” “proper,” or
“satisfactory,” or adjectives of like effect or import, are used to describe a requirement,
direction, review, or judgment of Owner or Engineer as to the Work, it is intended that
such requirement, direction, review, or judgment shall be solely to evaluate the Work for
compliance with this Contract, shall not relieve Contractor of the entire responsibility for
the performance of the Work in full compliance with the requirements of this Contract,
and shall not be regarded as any assumption of risk or liability by Owner or Engineer.
E. Headings. In case of any difference of meaning or implication
between any provision of this Contract and any heading, the Contract provision shall
control, and no heading shall be construed to limit the scope or intent of any provision of
this Contract.
-i-
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
SPECIAL CONDITIONS OF CONTRACT
TABLE OF CONTENTS
Section Page
1. Scheduling ............................................................................................................ 1
2. Special Construction Requirements ..................................................................... 1
3. Special Technical Requirements .......................................................................... 1
4. Special Financial Assurances ............................................................................... 1
-1-
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
SPECIAL CONDITIONS OF CONTRACT
Special Financial Assurances
A. Additional Insureds/Indemnities. As provided in Subsection 4.2 and
Section 4.3 of the Contract Agreement, the following Persons, including the elected and
appointed officers, agents, employees, and officials of said Persons (the “Additional
Insureds”) shall be named as additional insureds on the Commercial General Liability
insurance required pursuant to this Contract, and the hold harmless and indemnification
protection specified in Section 4.3 of the Contract Agreement shall be extended to such
Additional Insureds as third-party beneficiaries thereof:
1) Village of Oak Brook, its officers, officials, employees, and volunteers
are listed as additional insured.
2) Christopher B. Burke Engineering, Ltd. are listed as additional
insured
-1-
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
LIST OF EXHIBITS
SHEET
NOS.
SHEET TITLES DATE LAST
REVISED
EXH 1 Parking Lot Expansion Ex. Conditions and
Removal Plan
03/13/2025
EXH 2 Parking Lot Expansion Proposed Plan 03/13/2025
EXH 3 Parking Lot Expansion Lighting Plan 03/13/2025
EXH 4 – 6 Parking Lot Expansion Lighting Details 03/13/2025
EXH 5 Driving Range Concrete Pad Existing Conditions
and Proposed Plan
03/13/2025
5 - 6 Driving Range Concrete Pad Notes and Details 03/13/2025
EX. CONDITIONS & REMOVAL PLAN
SCALE IN FEET
015 15
663.08
25-62
OSBM
CLUBHOUSE.
THE OF SOUTH 400' APPROXIMATELY LOT,
PARKING CLUB GOLF OAKBROOK TO ENTRY
THE OF CORNER NORTHEAST THE AT LOCATED
POLE LIGHT THE OF FOUNDATION CONCRETE
THE OF SIDE WEST THE ON SET CUT CROSS
NO.DESCRIPTION ELEV.
ELEVATION BENCHMARKS
DATUM:NAVD '88 (GPS OBSERVED)
EXH 1
1661661661662662663663664664664664664665665
BIT.
MULCH
MULCH
CTV
BIT.
BIT.
BIT.GOLF DR.
BIT.
PARKING LOT
OSBM 25-62
"NO PARKING"
"YIELD"
660.31
660.36
660.65
660.73
660.79
660.80
660.81
660.82
660.87660.87
661.00
661.01
661.02
661.07
661.09
661.11
661.13
661.17
661.20
661.22
661.23
661.24
661.24
661.25
661.27661.27
661.28
661.30
661.30661.30
661.33
661.34
661.37
661.38
661.39
661.39
661.39
661.41
661.43
661.43
661.44
661.44
661.44
661.44
661.44
661.45
661.46
661.46
661.47
661.49
661.50
661.51
661.52
661.52
661.52661.52
661.55
661.55
661.57
661.57
661.61
661.62
661.62
661.64
661.64
661.65
661.65 661.68
661.71
661.77
661.77
661.77
661.79
661.83
661.84
661.84
661.87
661.88
661.94
661.96
661.96662.02
662.02
662.07
662.07
662.09
662.10
662.13
662.14
662.14
662.19
662.21
662.24
662.28662.28662.28
662.30
662.31
662.31
662.33
662.34
662.34
662.35
662.37
662.39
662.40
662.42
662.51
662.53
662.57
662.64
662.64
662.67
662.70
662.72
662.73
662.76
662.76662.76662.76
662.78
662.81
662.81
662.83
662.86
662.88
662.91
662.95
662.97
662.97
662.97
662.97
662.99
663.00
663.02
663.04
663.04
663.10
663.11
663.18
663.18
663.20
663.23
663.24
663.26
663.27663.27
663.29
663.29
663.29
663.34
663.36
663.38
663.38
663.38
663.39
663.39
663.41
663.42
663.45
663.47
663.50
663.50
663.52
663.52663.52
663.53663.53663.53
663.54
663.54
663.55
663.56
663.57
663.59
663.59
663.62
663.63
663.65
663.67
663.68
663.68
663.68
663.69
663.69
663.70
663.71
663.72
663.75
663.75663.75
663.75663.78
663.78
663.79663.79
663.80
663.81
663.82
663.83
663.85
663.85
663.86
663.89663.89
663.90663.90663.90
663.90
663.93
663.94
663.95
663.96
663.97
663.98
663.99
664.00
664.01
664.01
664.03664.03
664.05
664.08
664.09
664.09
664.10
664.11
664.16
664.17
664.18
664.20
664.21
664.24
664.24
664.24664.24
664.24
664.27
664.27 664.28
664.28
664.30
664.30
664.31
664.31664.31
664.35
664.38
664.38
664.40
664.41
664.42
664.44
664.46
664.46
664.47
664.48
664.49
664.52
664.60
664.63
664.75
664.75
665.03
665.07
665.20
INV=660.3112" CMP CULVERT INV=660.3612" CMP CULVERT
4.5'
TYP.
2.0'2.0'
PAVEMENT REMOVAL
PERIMETER EROSION BARRIER
INLET AND PIPE PROT.
TREE REMOVAL TYP.
SEE NOTE
TOPSOIL STAGING AREA
CURB REMOVAL
BE COORDINATED WITH THE VILLAGE OF OAK BROOK
AN EXISTING IRRIGATION SYSTEM IS LOCATED ON THE PROPERTY. WORK SHALL BE DONE TO AVOID DAMAGING THE SYSTEM. REPAIRS SHALL5.
VILLAGE AND GOLF CLUB. WHEN PERMITTED THE 10 INTERIOR AND 6 EXTERIOR STALLS DIRECTLY NORTH OF THE WORK SITE MAY BE USED
STAGING OF EQUIPMENT AND MATERIALS OUTSIDE OF THE WORK ZONE WILL NOT BE PERMITTED UNLESS OTHERWISE APPROVED BY THE4.
EXISTING AGGREGATE BASE COURSE MAY BE REUSED AT PAVEMENT REMOVAL LOCATIONS IF APPROVED BY THE ENGINEER IN THE FIELD.3.
PROPERTY FOR THEIR USE.
THE VILLAGE OF OAK BROOK OR OAK BROOK GOLF CLUB MAY REQUEST EXCESS TOPSOIL BE STOCKPILED AT A UNSPECIFIED LOCATION ON 2.
BE HAULED OFF IN ACCORDANCE WITH SECTION 202 OF THE STANDARD SPECIFICATIONS AND PAID FOR AS EARTH EXCAVATION
AT THE LOCATIONS SHOWN IN THE PLANS THEN PLACED IN LOCATIONS REQUIRING LANDSCAPE RESTORATION. ALL EXCESS TOPSOIL SHALL
IT IS ANTICIPATED THAT THERE WILL BE ABUNDANT TOPSOIL IN THE PROJECT LIMITS. TOPSOIL SHALL BE STRIPPED AND STOCKPILED 1.
NOTES:
CP 16
CP-XCUT
REF CP 11
1094019.51
1884633.51
1094020.15
1884712.74
TEMPORARY FENCE
SCALE:30'
3/20/2025PLOT DATE:
DSGN.
CHKD.
DWN.
N:\OAKBROOK\240677\Civil\PARKING LOT REM_240677.DGNFILE NAME
DRAWING NO.
CLIENT:TITLE:
FILE:PARKING LOT REM_240677dschroeder PROJ. NO.240677
DefaultMODEL:
DATE:
1200 OAKBROOK ROAD
OAK BROOK, IL 60523
3/20/2025
7OFSHEET
PARKING LOT EXPANSIONVILLAGE OF OAK BROOK
1
(BY OTHERS)
1
2
EXH 2
SCALE IN FEET
015 15
PROPOSED PLAN661661661662662663663664 664
664664664665665
BIT.
MULCH
MULCH
CTV
BIT.
BIT.
BIT.GOLF DR.
BIT.
PARKING LOT
OSBM 25-62
"NO PARKING"
"YIELD"INV=660.3112" CMP CULVERT INV=660.3612" CMP CULVERT 2.3% >>>MATCHED EXIST.3.2% >>>1.6% >>>3.1% >>>>>>>>>>>>>>>>>>>>>1.6% >>>1.6% >>><<< 1.1%
661.37 EOP
MATCH EX.
661.46 EOP
MATCH EX.
661.37 EOP
MATCH EX.
664.00 BOC
663.50 EOP
662.90 BOC
662.40 EOP
662.11
663.40 BOC
662.90 EOP
662.11
662.93
663.70 BOC
663.20 EOP
3.2% >>>2.3% >>>2.3% >>><<< 1.5%
<<< 2.0%2.0% >>>662.32 BOC
661.82 EOP
<<< 2.0%
661.38 EOP
MATCH EX.
661.39 EOP
MATCH EX.
661.68
661.84
661.7818'18'24'18'
9'
HMA SURFACE COURSE IL-9.5 N50. 2"
HMA BINDER COURSE IL-19.0 N50. 3"
AGG. BASE CSE. TY. B 8"
5.00
R'
5.19
R'
5.00R'5.52R'5.53R'9.89'
25''18.00'
TYP.
8.56'
8.83'
PAINT PAVEMENT MARKING - LINE 4" (TYP.)
AGG BSE CRS TYB, 4"
CONC. CURB, TYB (TYP.)
ON TELESCOPING STEAL SIGN SUPPORTS.
7 EA MUTCD R7-8 (ACCESSIBILITY) W/ "$250 FINE" PLACARD
IN 3 STAGES AS PART OF PROJECT
EXISTING PARKING LOT TO BE SEAL COATED AND RE-STRIPED
SEE NOTE
TOPSOIL STAGING AREA
SODDING
SCALE:30'
3/20/2025PLOT DATE:
DSGN.
CHKD.
DWN.
N:\OAKBROOK\240677\Civil\PARKING LOT _GRADING_LAYOUT_240677.DGNFILE NAME
DRAWING NO.
CLIENT:TITLE:
FILE:PARKING LOT _GRADING_LAYOUT_240677dschroeder PROJ. NO.240677
DefaultMODEL:
DATE:
1200 OAKBROOK ROAD
OAK BROOK, IL 60523
3/20/2025
7OFSHEET
PARKING LOT EXPANSIONVILLAGE OF OAK BROOK
1
OAK BROOK, IL 60523
1200 OAKBROOK ROAD
CLIENT:
DRAWING NO.
SHEET OF
TITLE:
FILE NAME N:\OAKBROOK\240677\Civil\PARKING LOT ELEC_240677.DGN
DSGN.
CHKD.
SCALE:
DWN.
40'
MODEL:
3/13/2025PLOT DATE:
dschroeder
PARKING LOT ELEC_240677FILE:
CAD USER:
PROJ. NO.
Default
DATE:
CLIENT:
DRAWING NO.
SHEET OF
TITLE:
4
FILE NAME N:\OAKBROOK\240677\Civil\PARKING LOT ELEC_240677.DGN
EXH4
DSGN.
CHKD.
SCALE:
DWN.
40'
MODEL:
3/13/2025PLOT DATE:
7
dschroeder
PARKING LOT ELEC_240677FILE:
CAD USER:
PROJ. NO.240677
Default
DATE:3/13/2025PARKING LOT EXPANSION
LIGHTING PLAN
SCALE IN FEET
020 20
YORK RDVILLAGE OF OAK BROOK
HDPE CONDUIT, DIRECTIONAL BORE (TYP.)
XLP-TYPE USE CABLES IN 1" SCH 40
1/C #8, 1/C #8 NEUTRAL AND 1/C #8 GND
FOUNDATION
POLE
LIGHT
EXISTING
(WITH ADJUSTABLE COVER)
INTERMATIC # EK4135S
SIGN POST WITH PHOTOCELL
MOUNTED TO WEST SIDE OF
CAST ALUMINUM DEVICE BOX POST MTD PHOTOCELL
POWER & CONTROL THRU
#1043-B-WF-40-B-MV;
FLOOD LIGHT VISTA LIGHTING
TO LUMINAIRE, TYP.
XLP-TYPE USE CABLES IN 1/2" RGS CONDUIT
1/C #12, 1/C #12 NEUTRAL AND 1/C #12 GND
RIGID GALVANIZED STEEL
GRADE CONDUIT SHALL BE
EXISTING SIGN. ALL ABOVE
J
CKT 31
P8-PRL1A
A 7'-6" LUMINARE ARM AND A 80W LED TYPE LUMINAIRE
MOUNTED ON A 2'6" RAISED CONCRETE FOUNDATION W/
PROPOSED 30'-0" ROUND TAPERED ALUMINUM LIGHT POLE
CONDUIT
EXISTING
GENERAL NOTES
AT NO ADDITIONAL COST TO THE OWNER.
COMPLETE AND SUCCESSFUL WORKING SYSTEM SHALL BE INCLUDED IN THE CONTRACTOR'S SCOPE OF WORK
FOR BY THESE CONTRACT DRAWINGS AND SPECIFICATIONS, BUT WHICH IS NECESSARY TO PROVIDE A
WORK TO BE PERFORMED OR ITEM OF EQUIPMENT TO BE SUPPLIED WHICH IS NOT SPECIFICALLY CALLED
DRAWINGS AND SPECIFICATIONS AND SHALL BE RESPONSIBLE FOR UNDERSTANDING THEIR INTENT. ANY
BE KNOWLEDGEABLE AND REGULARLY ENGAGED IN THE TYPE OF WORK DESCRIBED BY THESE CONTRACT
AND SPECIFICATIONS IS TO ILLUSTRATE THE CONCEPTUAL DESIGN AND LAYOUT. THE CONTRACTOR SHALL
OF WORK TO BE PERFORMED OR EQUIPMENT TO BE SUPPLIED. THE INTENT OF THE CONTRACT DRAWINGS
THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE NOT INTENDED TO SHOW EVERY AND ALL DETAILS
COM ED STANDARDS
MUNICIPAL CODES & STANDARDS.
"THE NATIONAL ELECTRICAL CODE".
"STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", AS PREPARED BY IDOT.
WHICH ARE HEREBY MADE A PART HEREOF:
ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE FOLLOWING SPECIFICATIONS,
DIRECTION AND MEANS/METHODS OF CONSTRUCTION.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AS WELL AS SUPERVISION/
SEPARATE PAYMENT WILL NOT BE MADE.
THE OWNER'S REPRESENTATIVE. THE WORK WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT.
APPLICABLE SECTIONS OF THE SPECIAL PROVISIONS MUST BE RESTORED TO THE SATISFACTION OF
ALL DISTURBED AREAS WHERE RESTORATION IS NOT COVERED BY THE CONTRACT DRAWINGS AND/OR
THE COST OF THE CONTRACT, AND NO ADDITIONAL COMPENSATION SHALL BE AWARDED.
TO THE OWNER. THE COST ASSOCIATED FOR THIS WORK SHALL BE CONSIDERED INCIDENTAL TO
ITEMS OF EQUIPMENT REQUIRED TO MAINTAIN SUCH NORMAL OPERATION AT NO ADDITIONAL COST
OPERATION OF ANY EXISTING UTILITY SERVICE. THE CONTRACTOR SHALL FURNISH ALL NECESSARY
THE WORK PERFORMED UNDER THIS CONTRACT SHALL IN NO WAY INTERFERE WITH THE NORMAL
SHALL CALL COM ED FOR LOCATION APPROVAL AND MINIMUM CLEARANCE REQUIREMENTS.
BEFORE INSTALLING LIGHT STANDARDS NEAR OVERHEAD AND UNDERGROUND ELECTRIC UTILITIES
LOCATING PRIVATE UTILITIES PRIOR TO BEGINNING ANY UNDERGROUND WORK.
UTILITIES, CALL JULIE TOLL FREE AT (800) 892-0123. CONTRACTOR SHALL BE RESPONSIBLE FOR
INSTALLATION OF ANY COMPONENTS OF THE LIGHTING SYSTEM. FOR THE LOCATIONS OF THE
THE EXACT LOCATIONS OF ALL UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR BEFORE THE
BEFORE THE START OF WORK, ANY COST FOR PERMIT SHALL BE INCIDENTAL.
ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A PERMIT FROM THE VILLAGE
8.
D.
C.
B.
A.
7.
6.
5.
4.
3.
2.
1.
18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
PRICE "EXPLORATION EXCAVATION (UTILITY)."
PROPER INVESTIGATION OF THE CONFLICT. THIS WORK SHALL BE PAID FOR AT THE CONTRACT UNIT
SECTION 213 OF THE STANDARD SPECIFICATIONS, BUT AT THE DEPTHS NECESSARY TO ALLOW FOR
BE INSTALLED AS PART OF THE PROJECT. TRENCH SHALL BE CONSTRUCTED IN ACCORDANCE WITH
UTILITIES WITHIN LANDSCAPED AREAS THAT MAY BE IN CONFLICT WITH THE PROPOSED CONDUITS TO
CONTRACTOR SHALL PERFORM EXPLORATORY TRENCHES FOR THE PURPOSES OF LOCATING EXISTING
OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION IN ILLINOIS.
ELECTRICAL TESTING AND VERIFY THAT THE INSTALLATION COMPLIES WITH THE LATEST EDITION
UPON COMPLETION OF THE PROPOSED LIGHTING IMPROVEMENTS, THE CONTRACTOR SHALL PERFORM
BY THE OWNER'S REPRESENTATIVE.
WIRING, HANDHOLES, JUNCTION BOXES & CONTROLLER CABINETS. THE DRAWINGS WILL BE REVIEWED
DRAWINGS SHALL SHOW THE INSTALLED LOCATIONS OF ALL LIGHT POLES, UNDERGROUND CONDUITS/
OWNER'S REPRESENTATIVE UPON COMPLETION OF THE LIGHTING AND ELECTRICAL IMPROVEMENTS. THE
THE ELECTRICAL CONTRACTOR SHALL FURNISH TWO SETS OF FULL SIZE RECORD DRAWINGS TO THE
OWNER'S REPRESENTATIVE PRIOR TO STARTING WORK.
FOUNDATIONS. THE EXACT LOCATIONS OF ALL PROPOSED ITEMS SHALL BE CONFIRMED WITH THE
THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO AUGERING FOR LIGHT POLE
PROPOSED EQUIPMENT FOR EXAMINATION AND CONFIRMATION WITH THE OWNER'S REPRESENTATIVE.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK THE PROPOSED LOCATIONS OF ALL
BE ERECTED AND LEFT TO STAND WITHOUT LUMINAIRES.
TO MAINTAIN THE STRUCTURAL INTEGRITY OF LIGHT POLES WITH LUMINAIRE ARMS, THEY SHALL NOT
AND HAVE BEEN REVIEWED BY THE OWNER'S REPRESENTATIVE.
NO POLES SHALL BE ERECTED UNTIL THE RESPECTIVE FOUNDATIONS HAVE CURED, (IF APPLICABLE)
INCIDENTAL TO THE COST OF THE CONTRACT.
SATISFACTION. THIS WORK SHALL INCLUDE FIELD ADJUSTING OF THE LUMINAIRE WHICH WILL BE
LUMINAIRES SHALL BE LEVEL & HAVE A TIGHT FIT ON LUMINAIRE ARMS TO THE VILLAGE'S
INSTALLED IN CONDUIT.
ALL UNDERGROUND WIRING SHALL BE XLP TYPE-USE, EXTRA ABRASION RESISTANCE, 600 VOLTS,
WRITEABLE AREA.
WEATHER RESISTANT WHITE NYLON WITH INTEGRAL MECHANICAL FASTENER WITH A MINIMUM 3#4"x1"
CONTROLLER, POLE BASE, HAND HOLE AND SPLICE/CONNECTION POINT. WIRE MARKERS SHALL BE
THE CONTRACTOR SHALL LABEL ALL WIRES WITH WIRE MARKERS INDICATING THE CIRCUIT ID IN EVERY
PLOWING OPERATIONS, AS APPLICABLE.
CONDUITS, SHALL BE REVIEWED BY THE OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING OR
THE INSTALLATION OF BURIED WARNING TAPE, SPECIFIED AS PART OF TRENCH FOR UNDERGROUND
SUBMITTALS HAVE BEEN REVIEWED BY THE OWNER'S REPRESENTATIVE.
NO MATERIALS SHALL BE DELIVERED TO THE JOB SITE UNTIL ALL PERTINENT EQUIPMENT 661661662662663663664664
664664664665665
BIT.
MULCH
MULCH
CTV
BIT.
BIT.
BIT.GOLF DR.
BIT.
PARKING LOT
OSBM 25-62
"NO PARKING"
"YIELD"INV=660.3112" CMP CULVERT INV=660.3612" CMP CULVERT
CLAMP ON STYLE ARM
ALUMINUM DOOR
CONNECTOR AND FLUSH FITTING
Š"-18 HOLE FOR A GROUND
HANDHOLE OPENING WITH
4"x8" REINFORCED ALUMINUM
CAST ALUMINUM ANCHOR BASE
N.T.S.30'-0" MOUNTING HEIGHT31'-6" OVERALL POLE HEIGHTLIGHT POLE BASE DATA12"POLE MFG.)
REQUIRED BY
BOLTS (OR AS
(4) 1" DIA.
WITH POLE MFG.)
TO COORDINATE
(CONTRACTOR
BOLT CIRCLE
11"-12" DIA.
GROUND CONNECTOR
…"-16 HOLE FOR A
GROUND LUG WITH A
‚" THICK ALUMINUM
FINISH
WITH A DARK BRONZE
6"x4" I-BEAM ARM)
1IA0800C60, OAKBROOK
(VALMONT MODEL NO.
7'-6" LUMINAIRE ARM
PWD/DKBRZ-CUSTOM)
LPTA31.6/7.5 SNGL-TBASE11.5-
FINISH (VALMONT MODEL NO.
DARK BRONZE POWDER COAT
THICKNESS AND A FACTORY
WITH A 0.188" WALL
ALUMINUM LIGHT POLE
6"x8" ROUND TAPERED
18"90°POLE SHAFT
POSITION OF HANDHOLE
POSITION
HANDHOLE
SIDE
LANDSCAPE
TABLE FOR MODEL INFO)
TEMPERATURE (SEE BELOW
AND 4,000K COLOR
WITH TYPE III OPTICS
80W LED LUMINAIRE
LOT SIDE
PARKING
ARM
LUMINAIRE
(SEE LIGHT POLE TABLE)
CONCRETE FOUNDATION
MOTION SENSOR
LOCATED 180° FROM
ADDITIONAL HANDHOLE
27'-0"SCREWS @ 120° APART
CAP WITH (3) SET
6" ALUMINUM POLE TOP
BY POLE MANUFACTURER)
POLE (HOLE SHALL BE PROVIDED
‡" DRILLED HOLE IN LIGHT
PLAN FOR ORIENTATION OF SENSOR.
RSBOR-40-EB4-BZ-G2)). SEE LIGHTING
P5 & P7 (SENSOR SWITCH MODEL NO.
MOTION SENSOR MOUNTED TO LIGHT POLE
RTLN-MVOLT-DSNV-G2)
SWITCH MODEL NO.
NODE/PHOTOCELL (SENSOR
WIRELESS CONTROL
LAP
1'-0"
SECTION A-A REBARS
VERTICAL
8-#6
DIA.
AA
SI CONCRETE
IDOT CLASS
ƒ" CHAMFER GRADE
FINISHED
24"
PER POLE MFR.
ANCHOR BOLTS
BOTTOM
AT TOP &
3 SP @ 2"2'-0" AT 12" OC
#3 HOOP
3" CLEAR
ON CENTERBALANCE @ 12"(NOTE 1)
ROD
GROUND
12' LENGTH
†" DIA.,
FINISH
CONCRETE
RUBBED
8'-0" TYPE B LIGHT POLES10'-0" TYPE A LIGHT POLESCONCRETE FOUNDATION DETAIL
DESIGN IF OTHER CONDITIONS ARE ENCOUNTERED.
THE OWNER'S REPRESENTATIVE SHALL BE CONTACTED FOR A REVISED
PRIOR TO CONSTRUCTION, OR WITH TESTING DURING FOUNDATION DRILLING.
(Qu>1.0 TON/SF). SOIL STRENGTH SHAL BE VERIFIED BY BORING DATA
OF THE SHAFT, WITH AN AVERAGE UNCONFINED COMPRESSIVE STRENGTH
4. FOUNDATION DEPTH IS BASED ON COHESIVE SOIL ALONG THE LENGTH
FOUNDATION PAY ITEM.
GROUND ROD AND FORM WORK SHALL BE INCLUDED IN THE LIGHT POLE
3. ALL ABOVE ITEMS INCLUDING CONCRETE, REINFORCEMENT, RACEWAYS,
PRACTICES.
2. FOUNDATIONS SHALL BE VIBRATED IN ACCORDANCE WITH IDOT STANDARD
IN CONTACT WITH SOIL.
1. GROUND ROD SHALL BE CAST INTO CONCRETE FOUNDATION WITH 8 FEET
NOTES:
N.T.S.
LIGHT POLE DETAIL
VILLAGE OF OAK BROOK
1200 OAKBROOK ROAD
OAK BROOK, IL 60523
SCALE:50'
3/13/2025PLOT DATE:
DSGN.
CHKD.
DWN.
N:\OAKBROOK\240677\Civil\PARKING LOT ELECDET_240677.DGNFILE NAME
DRAWING NO.
SHEET OF1
EXH 4
7
CLIENT:TITLE:
PARKING LOT EXPANSION
LIGHTING DETAILS
FILE:PARKING LOT ELECDET_240677dschroeder PROJ. NO.240677
DefaultMODEL:
DATE:3/13/2025
1
2
3
5
6
8
7
PHASE CONDUCTOR
NEUTRAL CONDUCTOR
GROUND CONDUCTOR
LUMINAIRE
TO 120 VOLT
9
10
4
DETAIL THIS SHEET)
LIGHT POLES (SEE WIRING
10 MOTION SENSOR AT SELECT
9 GROUND ROD
TO GROUND ROD
MECHANICALLY CLAMPED
8 #6 SOLID GROUND WIRE
7 POLE GROUND LUG
6 PROPOSED PVC RACEWAY
ON PLANS
5 CONDUIT & WIRE AS SHOWN
4 CONCRETE FOUNDATION
FITTINGS (SPLICE)
3 MULTIPLE COMPRESSION
COLOR TO MATCH BRANCH WIRING
2 NO. 10 XLP-TYPE USE POLE WIRES
HOLDER AND INSULATING BOOTS
BREAKAWAY WATERPROOF FUSE
NON-FUSED) INSIDE 2-POLE
LUMINAIRE (NEUTRAL SHALL BE
1 5A TIME-DELAY TYPE FUSE FOR
HANDHOLE WIRING DIAGRAM
N.T.S.
OR BRNGRBLWB
R G
N.T.S.
FROM FUSE KIT
USED
NOT
USED
NOT
LUMINAIRE CONTROL WIRING DIAGRAM
POLE
G
P
B
R
G
W
OF LUMINAIRE
MOUNTED ON TOP
LUMINAIRE ARM
BLOCK
TERMINAL
LUMINAIRE
LUMINAIRE OUTLINE
ORIENTATIONS)*
PLAN FOR LOCATIONS AND
LIGHT POLES SEE LIGHTING
MOTION SENSOR (AT SELECT
CONTROL NODE
PHOTOCELL AND WIRELESS
GB
G - GREEN
BRN - BROWN
OR - ORANGE
GR - GRAY
P - PURPLE
BL- BLUE
R - RED
W - WHITE
B - BLACK
WIRE COLOR:
MANUFACTURER'S REQUIREMENTS*
AND IN ACCORDANCE WITH
INDICATED ON THE PLANS
SENSOR AT LOCATIONS
POLE WIRING TO MOTION
CONTRACTOR SHALL FURNISH
TO LUMINAIRE(S)
POLE WIRING
SHALL FURNISH
CONTRACTOR
LIGHT POLES
FOR DUAL
LUMINARE
TO SECOND
PROJECT
THE POLE ON THIS
REQUIRED AS PART OF
*NO MOTION SENSOR
CRIMP TOOL USED)
AND MFG. SUGGESTED
NUMBER OF CABLES
(SIZED FOR ACTUAL
COPPER SLEEVE
COMPRESSION TYPE
CROTCH SPACE)
AND THROUGH
INSERT (AROUND
SEALANT TAPE OR
CABLE TO LUMINAIRE
#10 AWG ELECTRIC
N.T.S.
NUMBER OF CABLES)
(SIZED TO ACCOMMODATE
WATERPROOF SEALANT,
WITH FACTORY APPLIED
HEAT-SHRINKABLE CAP
TRIMMED CABLES
N.T.S.
DRAWINGS)
NOTED ON CONTRACT
CABLE (SIZE AS
ELECTRIC BRANCH
ELECTRIC CONDUIT INSTALLATION
SPLICING ELECTRIC CABLE
12"6" TO 10"
~ OF TRENCH
EXPOSED SEALANT
24" MIN.TRENCH ONLY
FOR CONDUITS LOCATED IN
RED WARNING TAPE 6" WIDE
SHOWN ON LIGHTING PLANS
CABLE AND CONDUIT SIZES AS
VILLAGE OF OAK BROOK
1200 OAKBROOK ROAD
OAK BROOK, IL 60523
SCALE:50'
3/13/2025PLOT DATE:
DSGN.
CHKD.
DWN.
N:\OAKBROOK\240677\Civil\PARKING LOT ELECDET_240677.DGNFILE NAME
DRAWING NO.
SHEET OF1
EXH 5
7
CLIENT:TITLE:
PARKING LOT EXPANSION
LIGHTING DETAILS
FILE:PARKING LOT ELECDET_240677dschroeder PROJ. NO.240677
DefaultMODEL:
DATE:3/13/2025
N.T.S.
NOTE 26"THREADS
•" NPT
FIXTURE WITH
POST MTD PHOTOCELL
STEEL CONDUIT TO
•" RIGID GALVANIZED
GRADE
FINISHED
1/C#12 NEUTRAL, AND 1/C#12 GND
•" RGS CONDUIT WITH 1/C#12,
PAINTED BLACK TOP MATCH FIXTURE
HUBS AND GASKETED COVER
BOX WITH •" NPT THREADED
CAST ALUMINUM SINGLE GANG DEVICE
MATCH FIXTURE
CONDUITS TO
PAINT EXPOSED
3.
2.
1.
NOTES:
EXISTING SIGN
4.5'
PHOTOCELL
& CONGTROL THRU POST MTD
#1043-B-WF-40-B-MV; POWER
FLOOD LIGHT VISTA LIGHTING
COMPLETE", SEE SPECIAL PROVISION.
STEEL CONDUITS & #12 AWG WIRING PAID FOR UNDER "SIGN LIGHTING
LIGHT FIXTURES, PHOTOCELL JUNCTION BOXES, RIGID GALVANIZED
A MINIMUM OF 30" BELOW GRADE FOR STABILIZATION.
END OF RUN BOXES HAVE A VERTICAL •" RGS CONDUIT EMBEDDED
CONTRACTOR SHALL COORDINATE FIXTURE AIMING WITH OWNER.
SIGN FLOOD LIGHT DETAIL
VILLAGE OF OAK BROOK
1200 OAKBROOK ROAD
OAK BROOK, IL 60523
SCALE:50'
3/13/2025PLOT DATE:
DSGN.
CHKD.
DWN.
N:\OAKBROOK\240677\Civil\PARKING LOT ELECDET_240677.DGNFILE NAME
DRAWING NO.
SHEET OF1
EXH 6
7
CLIENT:TITLE:
PARKING LOT EXPANSION
LIGHTING DETAILS
FILE:PARKING LOT ELECDET_240677dschroeder PROJ. NO.240677
DefaultMODEL:
DATE:3/13/2025
NO.DESCRIPTION ELEV.
ELEVATION BENCHMARKS
DATUM:NAVD '88 (GPS OBSERVED)
25-61
OSBM 652.86
OF THE OAKBROOK GOLF COURSE CLUBHOUSE.
NORTHWEST 1000'+ LOCATED ROAD ACCESS
/ PATH CART COURSE GOLF BITUMINOUS
WESTERNMOST THE UNDER PIPES CULVERT
CMP 36" TWO OF HEADWALL CONCRETE THE
OF CORNER NORTHEAST THE AT SET CUT "X"
SCALE IN FEET
020 20
T25' LONG, 50' O/C
TEMPORARY DITCH CHECK (TYP.)TTT 1200 OAKBROOK ROAD
OAK BROOK, IL 60523
VILLAGE OF OAK BROOK
CLIENT:
DRAWING NO.
SHEET OF
TITLE:
FILE NAME N:\OAKBROOK\240677\Civil\DRIVING RANGE_240677.DGN
DSGN.
CHKD.
SCALE:
DWN.
40'
MODEL:
3/21/2025PLOT DATE:
dschroeder
DRIVING RANGE_240677FILE:
CAD USER:
PROJ. NO.
Default
DATE:
CLIENT:
DRAWING NO.
SHEET OF
TITLE:
7
FILE NAME N:\OAKBROOK\240677\Civil\DRIVING RANGE_240677.DGN
EXH 7
DSGN.
CHKD.
SCALE:
DWN.
40'
MODEL:
3/21/2025PLOT DATE:
7
dschroeder
DRIVING RANGE_240677FILE:
CAD USER:
PROJ. NO.240677
Default
DATE:3/21/2025DRIVING RANGE CONCRETE PAD
EXISTING CONDITIONS
AND PROPOSED PLAN
6506516
5
2
BIT.
OSBM 25-61
649.11
649.15649.19
649.34649.34
649.39
649.39
649.40
649.41
649.45
649.63
649.71 649.73
649.74
649.83
649.83
649.86
649.90
649.91
649.96
649.98650.01
650.09
650.10
650.10
650.13
650.15
650.21
650.21
650.24
650.27
650.34
650.38
650.38
650.40
650.44
650.46
650.60
650.61
650.63
650.63
650.64
650.64
650.64
650.66
650.72
650.74
650.83
650.85
650.85
650.86
650.88
651.01
651.04
651.05
651.06
651.06651.06
651.12
651.18
651.22
651.26
651.27
651.27
651.30
651.30
651.33
651.35
651.38
651.39
651.39
651.39
651.40
651.42
651.43
651.51
651.52
651.58
651.62
651.64
651.69651.69
651.71
651.76
651.91651.91
651.94
652.05
652.18652.18
652.26
652.29
652.89
649.96
MATCH EX.650.34
MATCH EX.
651.29
MATCH EX.
651.48
MATCH EX.
650.43
T./CONC.
650.27
T./CONC.
650.27
T./CONC.
SWALE 649.15
MATCH EX.
650.27
T./CONC.
0.51%
SWALE 649.97
SWALE 649.67
SWALE 650.270.75% >>>0.75% >>>0.75% >>>650.43
T./CONC.
650.43
T./CONC.
SWALE 649.15
MATCH EX.
0.51%
649.96
MATCH EX.650.34
MATCH EX.
651.29
MATCH EX.
651.48
MATCH EX.
SWALE 649.37
1.8% X SLOPE<<2.3%649.76 (M.E.)
649.67 (M.E.)
AGG BSE CRS, TYB 4"
PCC SIDEWALK 5 INCH
PORTLAND CEMENT CONCRETE DRIVING RANGE PAD, COMPLETE
BRICK PAVERS
REMOVE AND REINSTALL 20.0'25.0'
SEE NOTE
TOPSOIL STAGING AREA
SODDING
650.60
650.15
651.47
651.17
649.87
AND PROPOSED IMPROVEMENTS
AS REQUIRED FOR ACCESS
SPLIT 2-RAIL CEDAR FENCE
REMOVE AND REINSTALL
PERIMETER EROSION BARRIER
REPAIRS SHALL BE COORDINATED WITH THE VILLAGE OF OAK BROOK
AN EXISTING IRRIGATION SYSTEM IS LOCATED ON THE PROPERTY. WORK SHALL BE DONE TO AVOID DAMAGING THE SYSTEM.5.
THIS WORK IS BEING PERFORMED IN A FLOOD PLAIN. 10 YEAR = 654.70, 100 YEAR = 656.44.
USED TO BRING EQUIPMENT AND MATERIALS TO SITE
BY THE VILLAGE AND THE GOLF CLUB. THE DRIVEWAY SOUTH OF THE RANGE IS A CONTINUATION OF GOLF DRIVE AND MAY BE
STAGING OF EQUIPMENT AND MATERIALS OUTSIDE OF THE WORK ZONE WILL NOT BE PERMITTED UNLESS OTHERWISE APPROVED 3.
LOCATION ON PROPERTY FOR THEIR USE.
THE OAK BROOK SPORTS CORE OR OAK BROOK GOLF CLUB MAY REQUEST EXCESS TOPSOIL BE STOCKPILED AT A UNSPECIFIED2.
SECTION 202 OF THE STANDARD SPECIFICATIONS AND PAID FOR AS EARTH EXCAVATIONACCORDANCE WITH
THIS WORK SHALL BE PAID FOR AS TOPSOIL EXCAVATION AND PLACEMENT. ALL EXCESS TOPSOIL SHALL BE HAULED OFF IN
AND STOCKPILED AT THE LOCATIONS SHOWN IN THE PLANS THEN PLACED IN LOCATIONS REQUIRING LANDSCAPE RESTORATION.
IT IS ANTICIPATED THAT THERE WILL BE ABUNDANT TOPSOIL IN THE PROJECT LIMITS. TOPSOIL SHALL BE STRIPPED1.
NOTES:
18
CP-NAIL & RIBBON
1093550.71
1885260.24
1
1
1
1
Scale
Date
Drawn By
Checked By
Project Number
Engineer's Stamp
Cover The Tees
1713 Kennedy Pt.
Oviedo, FL 32765
ML Structural
Info@mlstructual.com
224-214-0565
334 E Colfax St Unit D,
Palatine, IL 60067
Mailing Address:
P.O. Box 622363 Oviedo, FL 32762
S101
Title Sheet
OBGC031125
Oak Brook Golf Club - Oak
Brook, IL
2606 York Rd, Oak
Brook, IL 60523
23 Bay @10' OC
03/11/25
KGM
Checker
No.Description Date
Oak Brook Golf Club - Oak Brook, IL
2606 York Rd, Oak Brook, IL 60523
Bays : 23 @10' WIDE & 20' DEEP
1.) EXCAVATIONS FOR THE NEW SLAB & FOUNDATIONS SHALL BE PERFORMED UNDER A FULL-TIME INSPECTION
OF A QUALIFIED GEOTECHNICAL ENGINEER, THE ON=SITE REPRESENTATIVE SHALL CONFIRM THAT THE
EXISTING SOIL BEARING MATERIAL IS CAPABLE OF SUPPORTING THE DESIGN BEARING PRESSURE.
2.) COMPACT SUBGRADE TO 95% MAXIMUM DRY DENSITY IN ACCORDANCE WITH ANSI/ASTMD 1557. MAINTAIN
OPTIMUM MOISTURE CONTENT TO ATTAIN REQUIRED DENSITY.
3.) CUT OUT SOFT AREAS OF SUBGRADE NOT CAPABLE OF IN-SITU COMPACTION. BACKFILL AND COMPACT TO
DENSITY EQUAL TO OR GREATER THAN REQUIREMENTS FOR SUBSEQUENT BACKFILL MATERIAL.
4. SOIL FOR FLOOR SLAB SHALL CONSIST OF EITHER SUITABLE ON-SITE SOIL OR IMPORTED SAND. THE NEW FILL
SHALL BE PLACED IN LAYERS NOT EXCEEDING ONE (1) FOOT IN LOOSE THICKNESS AND EACH LAYER
REQUIRED SHALL BE COMPACTED TO 95% OF IT'S MAXIMUM MODIFIED DRY DENSITY. FILL LAYERS SHALL BE
COMPACTED, TESTED, AND APPROVED BEFORE PLACING SUBSEQUENT LAYERS.
5.) IMPORTED COMPACTED CONTROLLED FILL SHALL BE GRADED IN ACCORDANCE WITH ANSI/ASTM C136 WITHIN
THE FOLLOWING LIMITS:
SIEVE SIZE: PERCENT PASSING:
NO. 4 100
NO. 14 10-100
NO. 50 5-90
NO. 100 4-30
NO.200 0-1
CONCRETE:
1.ALL CONCRETE SHALL BE DESIGNED, MIXED, AND PLACED IN ACCORDANCE WITH ACI RECOMMENDATIONS
REQUIREMENTS, AND STANDARDS.
2.CONTRACTOR SHALL PROVIDE THE ARCHITECT/ENGINEER SUFFICIENT TIME TO ALLOW FOR REVIEW OF THE
MIX DESIGN AND CYLINDER TEST RESULTS, AND SHALL NOT PROCEED WITHOUT ARCHITECT/ENGINEER
COMMENT.
3.CEMENTITIOUS MATERIAL - READY MIX SUPPLIER MAY SUBSTITUTE FLY ASH AS 25% OF THE TOTAL CEMENT MIX
TO MAINTAIN THE WATER CEMENT RATIO AND MINIMUM STRENGTHS NOTED.
4.CALCIUM CHLORIDE, OR ADMIXTURES CONTAINING THE SAME, SHALL NOT BE PERMITTED.
5.CONCRETE MAY CONTAIN WATER REDUCING ADMIXTURE AND ALL CONCRETE SUBJECT TO FREEZE-THAW
SHALL BE AIR ENTRAINED.
6.PROVIDE CONCRETE WITH 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS:
LOCATION: f'c @28 DAYS MAX W/C RATIO AIR CONTENT
EXTERIOR SLAB ON GRADE 4500 PSI 0.42 6% +/- 1.5%
- ALL FASTENERS TO BE SELF-TAPPING
SCREWS, HEX HEAD WITH
COMPOSITE ALUMINUM-NEOPRENE
WASHERS, THE ALUM. PORTION OF
WHICH HAS MIN. DIMENSION OF
0.050" THICKNESS & 5/8" O.D., OR
WITH A STAINLESS STEEL-NEOPRENE
WASHER, THE STAINLESS STEEL
PORTION OF WHICH HAS A MIN.
DIMENSION OF 0.038" (20GA)
THICKNESS & 5/8" O.D.
-ALL FASTENERS GREATER THAN 1/4" TO
BE BOLTS WITH NUTS & WASHERS
AS SPECIFIED.
-DESIGN OF ALUMINUM COMPONENTS
IN ACCORDANCE WITH
"SPECIFICATIONS FOR ALUMINUM
STRUCTURES" BY THE ALUMINUM
ASSOCIATION, INC.
-DISSIMILAR METALS MUST BE
SEPARATED BY PAINTING WITH
BITUMINOUS PAINT
OR OTHER ACCEPTABLE COATING
OR NEOPRENE GASKET MATERIAL
TO PREVENT GALVANIC ACTION.
-ALL FACTORY WELDING (IF NEEDED),
NO FIELD WELDING ALLOWED.
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE
REQUIREMENTS OF THE 2021 INTERNATIONAL BUILDING CODE, THE FOLLOWING
WIND LOAD REQUIREMENTS ASCE 7-16, WERE EMPLOYED IN THE DESIGN OF
THE STRUCTURE:
BASIC WIND SPEED : 107 MPH
RISK CATEGORY: 2
WIND EXPOSURE CATEGORY: B
APPLICABLE INTERNAL PRESSURE COEFFICIENT : +/-0.55 (PARTIALLY ENCLOSED)
GROUND SNOW LOAD 25 PSF
LIVE LOAD 20 PSF
SOIL VERTICAL BEARING PRESSURE ASSUMED TO BE MINIMUM 1500 PSF
NOTE :
1.) CONSTRUCTION TYPE : 2B
2.) FIRE SPRINKLER : NO
3.) FIRE ALARM : NO
4.) NOTE : THIS IS A NON COMBUSTIBLE OPEN METAL UTILITY STRUCTURE
5.) TOTAL CANOPY SQUARE FOOTAGE : 4,800 SF
6.) USE : PROVIDE SHADE COVER FOR GOLF TEE LINE
GENERAL NOTES:
1.) ALL BUILDING CONSTRUCTION MATERIAL AND INSTALLATION MUST BE
IN ACCORDANCE WITH:
2021 INTERNATIONAL BUILDING CODE (ASCE 7-16)
2.) TO THE BEST OF THE ENGINEER'S KNOWLEDGE THESE DOCUMENTS
ARE COMPLETE AND IN COMPLIANCE WITH THE CRITERIA SET
FORTH, THERE ARE NO KNOWN ASBESTOS COUNTING MATERIALS IN
THIS PROJECT
MATERIAL:
6"X6" X 0.125" COLUMNS (6005 - T5 ALLOY)
2"X8" X 0.125" HOLLOW TUBE (6005 - T5 ALLOY)
2"X6" X 0.125" HOLLOW TUBE (6005 - T5 ALLOY)
#14 X 1" TEKS SCREWS
A325 1/2" DIAMETER CORROSIVE RESISTIVE THRU BOLTS OR EQUIVALENT
REFER TO PAGE 4-7 FOR DETAILS
INDEX:
SHEET# DESCRIPTION
S101 TITLE PAGE
S102 SLAB PAN & PLAN VIEW
S103 RIGHT SIDE & FRONT SECTION
S104 CONNECTION DETAILS
S105 ANCHOR DETAILS
03/11/2025
EXP: 11.30.26
FOR INFORMATION ONLY
FOR INFORMATION ONLY
7. PAD SHALL BE SAW CUT WITHIN 24 HOURS OF CURE AS INSTRUCTED BY COVER THE TEES. TOOLED JOINTS ARE
NOT ACCEPTABLE.
A
B
C
060708110504030201
.3
S102
.4
S102
091012131415161718 19 20 21 22 23 24
230' - 0"21' - 0"2'-0" WIDE 0'-8" DEEP
CONT. THICKENED SLAB
CENTERED @ EACH COLUMN
6"X6"X1/8"
COLUMN
PROPOSED MINIMUM 4" THICK SLAB ON GRADE WITH
6X6 X W2.1 X W2.1 WWF 1" CLR TO TOP, ON
6" MINIMUM COMPACTED/CONSOLIDATED CA-6 OR CA-7,4500 PSI
CONCRETE (0.42 WATER CEMENT RATIO & 6% +/-1.5% AIR ENTRAINMENT)8' - 3"7' - 9"4' - 0"1' - 0"232' - 0"
.3
S102 (1)
.4
S102 (1)
01
ANCHOR
COLLAR
6"X6"X1/8"
COLUMN
PROPOSED
MINIMUM 4"
THICK SLAB ON
GRADE WITH
6X6 X W2.1 X
W2.1 WWF 1"
CLR TO TOP, ON
6" MINIMUM
COMPACTED/CO
NSOLIDATED
CA-6 OR
CA-7,4500 PSI
CONCRETE (0.42
WATER CEMENT
RATIO & 6%
+/-1.5% AIR
ENTRAINMENT)
2'-0" WIDE 0'-8" DEEP
CONT. THICKENED SLAB
CENTERED @ EACH
COLUMN
02
ANCHOR
COLLAR
6"X6"X1/8"
COLUMN
PROPOSED
MINIMUM 4"
THICK SLAB ON
GRADE WITH
6X6 X W2.1 X
W2.1 WWF 1"
CLR TO TOP, ON
6" MINIMUM
COMPACTED/CO
NSOLIDATED
CA-6 OR
CA-7,4500 PSI
CONCRETE (0.42
WATER CEMENT
RATIO & 6%
+/-1.5% AIR
ENTRAINMENT)
2'-0" WIDE 0'-8" DEEP
CONT. THICKENED SLAB
CENTERED @ EACH
COLUMN
A
B
C
060708110504030201091012131415 16 17 18 19 20 21 22 23 24
230' - 0"21' - 0"Saw Cuts(in Red) Every 10' in Center of Bays
& 1 Saw Cut in the middle Running the Width 8' - 3"7' - 9"4' - 0"1' - 0"232' - 0"
Note : These saw cuts are what
we have seen people do
in the past
Scale
Date
Drawn By
Checked By
Project Number
Engineer's Stamp
Cover The Tees
1713 Kennedy Pt.
Oviedo, FL 32765
Mailing Address:
P.O. Box 622363 Oviedo, FL 32762
S102 (1)
Slab Plan & Range Plan
View
OBGC031125
Oak Brook Golf Club - Oak
Brook, IL
2606 York Rd, Oak
Brook, IL 60523
23 Bay @10' OC
03/11/25
KGM
Checker
1/8" = 1'-0"1Post Layout & Slab Plan Copy 1
3/4" = 1'-0".3 Section A-A Copy 1
3/4" = 1'-0".4 Section B-B Copy 1
1/8" = 1'-0"2Post Layout & Slab Plan Copy 1 Copy 1
No.Description Date
5"
5"
5"
Saw Cut Pattern
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
SPECIAL PROVISIONS
TABLE OF CONTENTS
DEFINITION OF TERMS .......................................................................................................... 1
CLARIFICATION OF CONTRACT DOCUMENTS ................................................................ 1
CONTRACT TIME .................................................................................................................... 2
PERMITTING ............................................................................................................................ 2
SURVEY CONTROL POINTS .................................................................................................. 2
VANDALISM............................................................................................................................. 3
MAINTENANCE OF ROADWAYS ......................................................................................... 3
PUBLIC CONVENIENCE AND SAFETY ................................................................................ 3
CHANGE IN SCOPE OF WORK ............................................................................................... 4
USE OF FIRE HYDRANTS ....................................................................................................... 4
MAILBOXES ............................................................................................................................. 4
CLEAN CONSTRUCTION AND DEMOLITION DEBRIS (CCDD) ....................................... 4
SUBSURFACE EXPLORATION DATA .................................................................................. 4
SITE INVESTIGATION AND CONDITIONS AFFECTING WORK ...................................... 5
NOISE ......................................................................................................................................... 6
USE OF HEAVY EQUIPMENT, TOOLS; RESTRICTIONS .................................................... 6
SPECIAL CONDITIONS ........................................................................................................... 7
SUPPLEMENTAL WATERING ............................................................................................... 7
EXPLORATION EXCAVATION (UTILITY) .......................................................................... 8
LIGHT POLE .............................................................................................................................. 8
SIGN LIGHTING COMPLETE ................................................................................................. 9
TREE, 2” CALIPER, BALLED AND BURLAPPED ................................................................ 9
SHREDDED HARDWOOD BARK MULCH 3” ..................................................................... 12
ASPHALT SURFACE SEALCOAT ........................................................................................ 12
PORTLAND CEMENT CONCRETE DRIVING RANGE PAD, COMPLETE ...................... 13
REMOVE AND REINSTALL SPLIT 2 RAIL CEDAR FENCE ............................................. 13
REMOVE AND REINSTALL BRICK PAVERS .................................................................... 14
TRAFFIC CONTROL AND PROTECTION, SPECIAL ......................................................... 14
CONSTRUCTION LAYOUT .................................................................................................. 20
ITEMS AS ORDERED BY THE ENGINEER ......................................................................... 22
REDACTED
SPECIAL PROVISIONS
-1-
VILLAGE OF OAK BROOK
STATE OF ILLINOIS
SPECIAL PROVISIONS FOR
SPORTS CORE PROPERTY IMPROVEMENT
The following Special Provisions supplement the "Standard Specifications for Road and
Bridge Construction", adopted January 1, 2022 (hereinafter referred to as the "Standard
Specifications"); the latest edition of the "Illinois Manual on Uniform Traffic Control
Devices for Streets and Highways" in effect on the date of invitation for bids; and the
"Supplemental Specifications and Recurring Special Provisions", adopted January 1,
2025, indicated on the Check Sheet included herein; all of which apply to and govern the
construction of: SPORTS CORE PROPERTY IMPROVEMENTS for the Village of Oak
Brook, Illinois.
These special provisions included herein apply to and govern the proposed improvement
designated as SPORTS CORE PROPERTY IMPROVEMENTS PROJECT and in case
of conflict with any part or parts of said specifications; said special provisions shall take
precedent and shall govern.
DEFINITION OF TERMS
In addition to the definitions included in Section 101 of the "Standard Specifications for
Road and Bridge Construction", adopted January 1, 2022 the following should be added:
Engineer - shall be the firm of Christopher B. Burke Engineering, Ltd. as Engineer
employed by the Owner.
Owner - shall be the Village of Oak Brook.
Municipality - shall be the Village of Oak Brook.
Department - shall be the Village of Oak Brook.
Village - shall be the Village of Oak Brook.
CLARIFICATION OF CONTRACT DOCUMENTS
Requests for interpretations of the Bid Documents shall be made in writing, email or via
telephone, and shall be received at least five (5) days prior to the bid opening. All
interpretations and supplemental instructions will be in the form of written addenda to the
Bid Documents.
A copy of such addendum will be mailed to all BIDDERS who register with the VILLAGE.
In order to register with the Village, BIDDERS must send notice to:
SPECIAL PROVISIONS
-2-
Rania Serences, Purchasing & Budgeting Coordinator
Village of Oak Brook
Butler Government Center
1200 Oak Brook Road
Oak Brook, IL 60523
BIDDERS will provide written acknowledgment of receipt of each addendum issued with
the bid submission. Failure to acknowledge receipt of the addenda may be cause for
rejection for the BID. The information shall also be placed on file and be made available
to the public per the Freedom of Information Act. Oral explanations will not be made. No
addenda shall be issued later than three (3) working days prior to bid opening date.
CONTRACT TIME
For this contract, substantial completion shall be completed by May 30, 2025 and all work
including punch list items shall be completed by June 13, 2025.
Should the Contractor fail to complete the work as stipulated above, the Contractor shall
be liable to reimburse the Owner in accordance with Article 108.09, Failure to Complete
the Work on Time.
PERMITTING
A Building Development Permit will be submitted by the engineer to the Village of Oak
Brook.
SURVEY CONTROL POINTS
The provisions of Article 105.09 of the Standard Specifications shall be modified so that
the Contractor will be responsible for all layout, staking and other activities required to
establish the location, alignment, elevations, and grade of work.
The Contractor shall assume full responsibility for all dimensions and elevations required
to construct the work in accordance with the details shown on the plans.
The Engineer will be available to assist the Contractor in interpretation of the plans and
layout operations. In the event any questions arise to the proposed location of any work
element or the intent of the plans, the Contractor shall advise the Engineer of such issues
prior to the execution of any construction operations.
This work will not be measured or paid for separately but shall be considered as included
in and incidental to the various payment items provided for herein.
SPECIAL PROVISIONS
-3-
VANDALISM
Special attention is called to the Special Provision for "Inspection" as well as Article
107.30 of the "Standard Specifications". Any defaced work shall be corrected or
replaced by the Contractor at Contractor’s sole expense prior to final payment. The
Village of Oak Brook shall cooperate with the Contractor to minimize vandalism, but the
Contractor shall be ultimately responsible for correcting any damage. The Village will not
be responsible for the security of the worksite in this regard, other than normal patrolling
and response to emergencies. The cost of additional security required to meet this
provision shall be solely the Contractor's responsibility.
MAINTENANCE OF ROADWAYS
Beginning on the date that work begins on this project, the Contractor shall assume
responsibility for normal maintenance of all existing roadways within the limits of the
improvement. This normal maintenance shall include all repair work deemed necessary
by the Engineer but shall not include snow removal operations. Traffic control and
protection for maintenance of roadways will be provided by the Contractor as required by
the Engineer.
PUBLIC CONVENIENCE AND SAFETY
In addition to the requirements of Article 107.09 of the "Standard Specifications for Road
and Bridge Construction", the Contractor shall maintain entrances and side roads along
the proposed improvement; interference with traffic movements and inconvenience to
owners of abutting property and public shall be kept to a minimum. Any delays or
inconveniences caused the Contractor by complying with these requirements shall be
considered incidental to the contract, and no additional compensation will be allowed.
The Contractor is to plan his work so that there will be no open holes in the pavement
and that all barricades will be removed from the pavement during non-work hours.
During all construction operations, the Contractor will be required to provide, erect and
maintain proper signage and barricades plus provide flagmen as necessary for safe traffic
control.
All provisions relating to traffic control, signage, barricades, and the use of flagmen shall
be subject to the approval and the direction of the Engineer.
The Contractor will not be allowed to close any street to through travel without the prior
approval of the Engineer. The Contractor will be required to provide all warning signs,
barricades, traffic cones, flagmen and other appurtenances as the Engineer deems
necessary to guarantee the safety of motorists and pedestrians during construction. This
SPECIAL PROVISIONS
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work will not be paid for separately but shall be considered as incidental to the Contract
and no extra compensation will be allowed.
CHANGE IN SCOPE OF WORK
The Village reserves the right to decrease the contract quantities in order to meet
budgetary constraints. No compensation will be allowed to the Contractor for decrease
in quantities and anticipated profits.
USE OF FIRE HYDRANTS
In addition to the requirements of Article 107.18 of the Standard Specifications,
construction water must be obtained from a tank truck and not from municipal fire
hydrants. Arrangements for filling a tank truck shall be made with the Village of Oak
Brook Public Works Department, 3003 Jorie Boulevard, Oak Brook, Illinois.
MAILBOXES
Adjacent to the construction operations (not limited to grinding, paving, driveway work,
curb and gutter removal and replacement, drainage improvements) and off the back of
curb are mailboxes. It shall be the contractor’s responsibility to temporarily relocate and
reinstall any mailbox that conflicts with construction activities. If the mailbox is a
decorative mailbox structure, it shall be the Contractor’s responsibility to protect the
decorative mailboxes while performing work adjacent to them. The cost to remove,
temporarily relocate and reinstall, or protect mailboxes shall be included in the overall
cost of the contract and will not be measured and paid for separately. Any damage to
these mailboxes caused by the Contractor during the contract shall be repaired by the
Contractor to the satisfaction of the Engineer and at no additional cost to the Village or
Resident.
CLEAN CONSTRUCTION AND DEMOLITION DEBRIS (CCDD)
The Village shall provide the contractor with an Uncontaminated Soil Certification form
LPC 662 and 663 (specific to various sites) and is not aware of any contaminated soils.
The Village will assume responsibility for reasonable extras, if contaminated soils exist,
but will not assume responsibility for failed attempts to deliver contaminated soils to a
CCDD dump site.
SUBSURFACE EXPLORATION DATA
Limited investigation of subsurface conditions at the proposed site of Work has been
made for the purpose of design. The Village of Oak Brook, Testing Service Corporation,
SPECIAL PROVISIONS
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and Christopher B. Burke Engineering, Ltd. assume no responsibility whatsoever with
respect to the sufficiency or accuracy of these preliminary investigations, nor their
interpretation, and there is no guarantee, either expressed or implied that conditions
indicated are representative of those existing throughout the Work or any part of it, or that
unforeseen developments may occur.
SITE INVESTIGATION AND CONDITIONS AFFECTING WORK
The BIDDER acknowledges that, prior to submission of its bid, it has taken steps
necessary to ascertain the nature and location of the Work, and that it has investigated,
confirmed, verified as correct and satisfied itself as to the general and local conditions
which can affect the Work or its costs, including but not limited to (1) location and load
capacity of existing roadways, utilities, corresponding pavement, shoulders, curb and
gutter, sanitary sewer, storm sewers, and water main, bearing upon transportation,
disposal, handling and storage of materials; (2) the availability of labor, water, electric
power and roads; (3) uncertainties of weather, river stages, tides, or similar physical
conditions at the site; (4) the conformation and conditions of the ground and existing
detention ponds; (5) the character of equipment and facilities needed prior to and during
work performance; (6) subsurface conditions at the site of Work; (7) the quantities and
qualities of all materials, equipment, and labor set forth in Bid Proposal, plans and
drawings and specifications that are necessary to complete all of the Work as required
under the Contract Documents; and (8) the location, condition, compatibility, configuration
of all existing utilities and infrastructure. The BIDDER also acknowledges that it has
verified as correct, confirmed and satisfied itself as to the character, quality and quantity
of surface and subsurface materials, obstacles or conditions to be encountered insofar
as this information is reasonably ascertainable from an inspection of the site, including all
exploratory work done, if any, as well as from the drawings, plans and specifications made
a part of the bidding documents. The BIDDER further acknowledges that it has reviewed,
investigated, confirmed, verified as correct and satisfied itself as to the geotechnical
report. Any failure of the BIDDER to take the actions described and acknowledged in this
paragraph will not relieve the BIDDER from responsibility for estimating properly the
difficulty and cost of successfully performing the Work, or for proceeding to successfully
perform the Work without additional expense to the OWNER. Christopher B. Burke
Engineering, Ltd. and OWNER assume no responsibility for any conclusions or
interpretations made by the BIDDER based on information made available by Christopher
B. Burke Engineering, Ltd. or the OWNER of the project. Nor do the OWNER or
Christopher B. Burke Engineering, Ltd. assume responsibility for any understanding
reached or representation made concerning conditions which can affect the Work by any
of its officers or agents before the acceptance of the bid offer and execution of the
contract, unless that understanding, or representation is expressly stated in this contract.
SPECIAL PROVISIONS
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NOISE
A. It shall be unlawful for any person to make, continue to cause to be made or continue
any loud, unnecessary, prolonged, or unusual noise which disturbs the peace of others.
B. Any person who shall, without prior authorization by the President and Board of
Trustees, operate or cause, permit or allow to be operated upon any public street in the
Village any mechanically operated piano, phonograph or other musical instrument, radio
or similar mechanical or electrical device or wind instrument or noise-making device of
any character whatsoever, for the purpose of advertising any goods, wares, merchandise
or other articles for sale, barter or exchange, or for the purpose of attracting attention, or
of inviting the patronage of any person to any business whatsoever, shall be deemed
guilty of an offense against the Village. (Ord. G-577, 10-22-1996)
USE OF HEAVY EQUIPMENT, TOOLS; RESTRICTIONS
Except as provided in subsections B, C and D of this Section, no person or entity may
use “heavy equipment” in residential areas except between seven o’clock (7:00) A.M. and
six o’clock (6:00) P.M. Monday through Friday and between eight o’clock (8:00) A.M. and
five o’clock (5:00) P.M. on Saturdays and Sundays; and in commercial areas except
between six o’clock (6:00) A.M. and six o’clock (6:00) P.M. Monday through Friday and
between six o’clock (6:00) A.M. and six o’clock (6:00) P.M. on Saturdays and Sundays;
provided, however, that such equipment shall not be used at any time on Federal
holidays. For purposes of this Section, “heavy equipment” shall mean bulldozers,
jackhammers, pile drivers, power hammers, chain saws, graders, riveters, earth movers,
tree and stump grinders, trenchers, cement mixers, tractors, power hoists or derricks,
demolition balls, power shovels, trucks, and power equipment on wheels or traction
chains, or other similar equipment, but shall not include garbage trucks which are
governed by separate agreement within the Village.
A. Other Tools: Tools other than heavy equipment may be used at any time within a fully
enclosed structure; any use of such tools outside a fully enclosed structure shall be
prohibited between the hours of eight o’clock (8:00) P.M. and eight o’clock (8:00) A.M.,
except as provided in subsections B, C and D of this Section.
B. Emergencies: The limitations stated in this Section shall not apply in any situation
which requires heavy equipment or other tools in emergencies to assist or avoid a
problem related to health or to safety of persons or property, or to sewer, water, power,
utility, or telephone interruptions.
C. Work by Public Agencies: The limitations stated in this Section may be waived by the
Board of Trustees by resolution for work undertaken by any public body or agency for the
benefit of the public. The Board of Trustees may attach to any such waiver all conditions
it deems necessary to protect the public health, safety, or welfare.
SPECIAL PROVISIONS
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D. Waiver: The limitations stated in this Section may be waived by the Village Manager
in areas of the Village zoned for nonresidential uses pursuant to the Village zoning
ordinance; provided, however, that no such waiver shall be granted unless the Village
Manager finds that:
1. The party seeking the waiver will suffer a unique or unusual hardship unless the
waiver is granted; and
The granting of a waiver will not cause a substantial or undue adverse impact upon
adjacent property or upon the public health, safety, and welfare. The Village Manager
may attach to such waiver all conditions he deems necessary to protect the public health,
safety, or welfare.
SPECIAL CONDITIONS
EMERGENCY 24 HOUR NAME AND TELEPHONE NUMBER:
The Contractor shall provide the Engineer the name and telephone number of an
individual in his direct employ who will be available twenty-four (24) hours a day, seven
(7) days a week, to receive notification of any deficiencies regarding traffic control and
protection and shall dispatch men, materials, and equipment to correct any such
deficiencies. The contractor shall respond to any call from the Village concerning any
request for improving or correcting traffic control devices and begin making the requested
repairs within two (2) hours from the time of notification.
RECORD DRAWINGS:
Contractor shall keep one copy of the approved specifications, drawings, addenda,
modifications, and shop drawings at the site in good order and annotated to show all
changes made during the construction process. These plans shall be available to the
Village upon completion of the project.
TAX EXEMPTION:
The Village is exempt from Federal excise tax (#36-600-9534) and the Illinois Retailers
Occupation Tax (#E99974381). This bid cannot include any amounts of money for these
taxes.
SUPPLEMENTAL WATERING
Description. This work shall consist of applying additional water to newly sodded areas
as directed by the ENGINEER in accordance with Section 252 of the Standard
Specification.
SPECIAL PROVISIONS
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Water shall be applied at a rate of 15 L/sq m (3 gal/sq yd) or as directed by the
ENGINEER. The CONTRACTOR shall provide the meter readings of the usage of water
on a daily basis to the ENGINEER.
Method of Measurement and Basis of Payment. This work shall be calculated and
paid for at the contract unit price per unit of SUPPLEMENTAL WATERING based on the
amount sod installed which includes all labor, material, and equipment.
EXPLORATION EXCAVATION (UTILITY)
Description. This work shall consist of constructing an exploratory excavation for the purpose of
locating existing utility conflicts with proposed conduits to be directionally bored, located outside of
pavement areas.
General. All work shall be in conformance with the Contract Drawings, Standard Specifications,
and JULIE requirements. Anticipated locations are shown on the plans, however shall be
determined after the JULIE/private utilities are located.
Construction. Contractor shall provide a large enough trench to locate existing utility where
proposed conduits cross existing utilities. Trenches shall be backfilled with compacted material free
of brick, rock and any material that could damage the conduit (in accordance with Section 810 of
the Standard Specifications), 4” of topsoil and then sod to restore them to existing conditions.
Where trenches are located below landscape areas, the Contractor shall restore as described
above, and coordinate replanting any plants/shrubs removed to locate existing utilities.
Method of Measurement. This work will be measured for payment in feet, for the trench length
required to verify existing utility conflict.
Basis of Payment. This work shall be paid for at the contract unit price per foot for
EXPLORATION EXCAVATION (UTILITY), which shall include all labor, materials, and equipment
to complete the work specified herein.
LIGHT POLE
Description. This work shall consist of furnishing and installing a proposed light pole as
shown on the plans.
Materials. The light pole shall be in accordance with Article 1069.01-1069.02 of the
Standard Specifications and as shown on the plans.
Construction. The light pole shall be installed in accordance with Section 830 of the
Standard Specifications and as shown on the plans.
SPECIAL PROVISIONS
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Contractor shall furnish and install twin arms and luminaires (Light Pole Type A only) and
motion sensors at locations indicated on the plans.
All luminaires shall have a wireless control node installed in accordance with the
manufacturer recommendations for the operation of motion sensors and luminaires from
dusk to dawn.
Measurement. This work will be measured for payment for each light pole.
Basis of Payment. The work shall be paid for at the contract unit price each for LIGHT
POLE, which price shall be payment in full for all labor, materials, and equipment
necessary to complete the work described above and as indicated on the plans.
SIGN LIGHTING COMPLETE
Description. This work shall consist of illuminating an existing sign using flood light type
luminaires where shown on the Contract Drawings. This work also includes furnishing
and installing luminaires, photocell, mounting boxes, rigid galvanized steel conduit, and
wiring between fixtures and photocell.
Materials. All materials shall be in accordance with the contract plan drawings.
Construction Requirements. All work shall be installed as shown on the contract plan
drawings and in accordance with the NEC and local ordinances.
The Contractor shall be responsible for coordinating all work and final aiming of fixture
with owner.
Measurement and Payment. The work shall be paid for at the contract lump sum price
for SIGN LIGHTING COMPLETE, which price shall be payment in full for all material,
labor and any other items required to complete the work.
TREE, 2” CALIPER, BALLED AND BURLAPPED
Description.
This work shall consist of planting balled and burlapped trees in accordance with the
following special provision and as indicated on the plans.
Construction Requirements.
All trees shall have normal, well-developed branches, vigorous root systems, and well-
defined central leader. All trees shall be nursery grown and shall have been growing
under the same climatic conditions as the location of the project for at least one year to
REMOVED FROM CONTRACT
SPECIAL PROVISIONS
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date of planting on this project. Trees that have been held in storage will be rejected if
they show signs of growth during storage.
Trees shall be 2” caliper minimum and shall be delivered balled and burlapped. They
shall be dug with firm, natural balls of earth sufficient diameter and depth to encompass
the fibrous and feeding root system necessary for full recovery of the plant. Provide ball
sizes complying with the latest edition of the “American Standard for Nursery Stock”
ANSI Z60.1. Cracked or mushroomed balls are not acceptable. Balls shall be firmly
wrapped with burlap or similar materials and bound with twine, cord or wire mesh.
Where necessary to prevent breaking or cracking of the ball during the process of
planting, the ball may be secured to a platform. Balled and platformed plants shall be
securely tied with a stout rope to sturdy
platforms equal in size to the upper diameter of the upper half of the ball of earth.
Excavate circular plant pits with vertical sides, except for plants specifically indicated to
be planted in beds. Provide pits at least 24 inches greater than the diameter of the root
system. Depth of pit shall accommodate the root system. Scarify the bottom of the pit to
a depth of 4 inches. The planting hole shall not have glazed sides. Holes dug with a
mechanical device such as an auger shall be roughed up to eliminate any glazing.
Center the root ball in the plant pit on undisturbed subsoil. Backfill the plant hole with
planting soil placed in layers around the root ball. Carefully tamp each layer in place in a
manner to avoid injury to the roots and ball. When approximately two thirds of the plant
hole has been backfilled, fill the hole with water and allow the soil to settle around the
roots. The top of the ball shall be 1 to 2 inches higher than the surrounding grade.
Extreme care should be taken to not excavate to a depth that exceeds the height of the
root ball. Backfilling the hole to raise the height of the tree is not acceptable. Once the
ball is set into the hole, remove
from the ball as much rope, burlap, and wire as possible to prevent girdling of the roots.
Remove all tree wrap.
Pruning shall be done in such a manner as to remove all dead and severely injured
branches and not to change the shape of the plant. Tree branches are to be pruned to
leave the branch collar intact. No pruning wounds shall be present with a diameter of
more than 1 inch, and such wounds must show vigorous bark on all edges. On cuts 3/4”
diameter and bruises or scars on the bark, trace the injured cambium back to living
tissue and remove. Damaged bark is to be removed very carefully to avoid opening new
wounds on the tree. Only the damaged bark is to be removed. Do not apply tree paint to
the wound.
Plants with multiple leaders shall be pruned to preserve the leader which will best
promote the symmetry of the plant. Cut branches flush with the trunk or main branch, at
a point beyond a lateral shoot or bud a distance of not less than 1/2 the diameter of the
supporting branch. The cut should be made on an angle.
SPECIAL PROVISIONS
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All trees shall be secured in two directions 180 degrees apart with a wide strap material
secured to tree cage. The tree shall be staked to allow some play in the trunk.
The trees furnished shall be at least the minimum size indicated. Larger stock is
acceptable, but no additional compensation will be made to the Contractor for the larger
size.
The Contractor shall provide specimen plants with special height, shape, or character of
growth. Tag specimen trees at the source of supply. The Engineer may observe
specimen selections at the source of supply for suitability and adaptability to selected
location. When specimen plants cannot be purchased locally, provide sufficient
photographs of the proposed specimen tree for review.
Plants may be observed at the place of growth for compliance with specification
requirements for quality, size, and variety.
Contractor shall take all precautions customary in good trade practice in preparing
plants for moving. Workmanship that fails to meet the highest standards will be rejected.
Spray deciduous plants in foliage with an “Antidesiccant” immediately after digging to
prevent dehydration. Dig, pack, transport, and handle plants with care to ensure
protection against injury. Inspection certificates required by law shall accompany each
shipment invoice or order to stock and on arrival, the certificate shall be filed with the
Engineer. Protect all plants from drying out. If plants cannot be planted immediately
upon delivery, properly protect them with soil, wet peat moss, or in a manner acceptable
to Engineer. Water heeled-in planting daily. No plant shall be bound with rope or wire in
a manner that could damage or break the branches.
The Contractor shall cover plants transported on open vehicles with a protective
covering to prevent wind
burn.
The Contractor shall provide dry, loose topsoil for planting. Frozen or muddy topsoil will
not be accepted. The topsoil shall be fertile, friable, natural topsoil of loamy character,
without admixture of subsoil material, obtained from a well-drained arable site,
reasonably free from clay, lumps, coarse sands, stones, plants roots, sticks, substances
harmful to the plants, and other foreign materials, with acidity range of between pH 6.0
and 6.8. The source location of topsoil proposed for use on the project should be
identified prior to delivery.
All water used for planting of the plants shall be free of substances harmful to plant
growth.
The Engineer shall be notified at least 7 working days prior to installation of plant
material.
SPECIAL PROVISIONS
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The Contractor shall maintain plantings for a period of at least 60 days after completion
of planting operations until all plants are sufficiently recovered from transplanting and in
a healthy growing condition acceptable to Engineer. Maintain plantings installed in the
fall after September 15 until May 30 of the following year. The Contractor shall replace
all plantings that are not fully leafed and thriving by July 31, 2023. The replacement of
these plantings will be at the sole cost of the Contractor.
The Contractor shall provide plants typical of their species or variety complying with
ANSI Z60.1; with normal, densely developed branches and vigorous, fibrous root
systems. Provide only sound healthy, vigorous plants free from defects, disfigured
knots, sunscald injuries, frost cracks, abrasions of the bark, plant diseases, insect eggs,
borers, and all forms of infestation. All plants shall have a fully developed form without
voids and open spaces. Plants held in storage will be rejected if they show signs of
growth during storage.
Type and location of the trees shall be agreed upon by the Engineer in the field.
Method of Measurement and Basis of Payment.
This work will be paid for at the contract unit price per each for TREE, 2” CALIPER,
BALLED AND BURLAPPED. This price shall include all equipment, labor, materials for
a complete installation as specified.
SHREDDED HARDWOOD BARK MULCH 3”
Description
This work shall consist of insalling shredded hardwood bark mulch to a depth of 3” in
proposed parking lot islands, around proposed trees and directed by the engineer in the
field.
Construction Requirements
Shredded hardwood bark mulch shall be free of harmful chemicals, diseases, and insects.
Mulch shall have a minimum 1/8 inch dimension and a maximum length of 2-1/2”.
Method of Measurement and Basis of Payment
This work shall be measured and paid for at the contract unit price per SQUARE YARD
for SHREDDED HARDWOOD BARK MULCH, 3” which price shall include all materials,
labor and equipment necessary to complete the work as specified herein.
ASPHALT SURFACE SEALCOAT
Description
This work shall consist of seal coating the existing Oak Brook Golf Club parking lot in 3
stages as directed by the engineer in the field.
SPECIAL PROVISIONS
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Materials
The asphalt emulsion seal coat shall be SealMaster Liquid Road Ultra (SMT-155) or
approved equal.
Construction Requirements
Seal coat shall be applied according to the manufacturer’s recommendations.
Method of Measurement and Basis of Payment: This work shall be measured and
paid for at the contract unit price per GALLON for ASPHALT SURFACE SEALCOAT
which includes all labor, material and equipment required to complete the work as
specified herein.
PORTLAND CEMENT CONCRETE DRIVING RANGE PAD, COMPLETE
Description
This work shall consist of installing a concrete driving range pad on a prepared
aggregate base course in accordance with sections 351 and 423 of the standard
specifications, the details provided by Cover The Tees (herein), and as directed by the
engineer in the field.
Construction Requirements
Refer to the notes provided by the golf shelter manufacturer, Cover the Tees, in the
contract exhibits for material and construction requirements.
Installation of a 6” aggregate base course in accordance with section 351 and slab
general notes shall be included in the cost of this pay item
The proposed slab shall be saw cut within 24 hours of finishing the concrete pad.
Tooled contraction joints shall not be permitted.
Wire mesh shall not be paid for separately but included in the cost of this pay item.
Basis of Payment: This work shall be paid for at the contract lump sum price for
PORTLAND CEMENT CONCRETE DRIVING RANGE PAD, COMPLETE which
includes all labor, material and equipment required to complete the work as specified
herein
REMOVE AND REINSTALL SPLIT 2 RAIL CEDAR FENCE
Description
This work shall consist of removing, storing, and reinstallation of the existing cedar
fence at locations shown on the plans or as determined by the ENGINEER.
SPECIAL PROVISIONS
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Construction Requirements
The CONTRACTOR shall make record of the existing condition and location of fence
posts prior to removal. All posts and rails shall be carefully salvaged and stored near
project location. Any post or rails damaged by the CONTRACTOR shall be replaced at
the CONTRACTOR's expense.
This work shall include removal and disposal of fence post and rail not reinstalled as
part of the contract.
Method of Measurement and Basis of Payment
This work will be measured and paid for at the contract unit price per FOOT for
REMOVE AND REINSTALL SPLIT 2 RAIL CEDAR FENCE which price shall include all
labor, equipment, and material necessary to complete the work as specified herein.
REMOVE AND REINSTALL BRICK PAVERS
Description
This work shall consist of removing, storing, and replacement of paving bricks or
concrete pavers at locations shown on the plans or as determined by the ENGINEER.
Construction Requirements
The CONTRACTOR shall make record of the existing layout and pattern prior to the
removal of the existing bricks or pavers to ensure that the bricks or pavers can be
reinstalled to match the existing pattern prior to construction. All bricks or pavers shall
be carefully salvaged and stored near the pavement from which they were taken. Any
bricks or pavers damaged by the CONTRACTOR shall be replaced at the
CONTRACTOR's expense with bricks or pavers that match the color and shape of the
bricks or pavers of the existing pavement. This work shall include removal and disposal
of bricks or pavers not reinstalled as part of the contract. Any edge restraints present
shall be removed and salvaged and included in the cost of this item. Additional bedding
or jointing material required to lock the bricks or pavers into place shall also be
considered included in the cost of this item
Method of Measurement and Basis of Payment
This work will be measured and paid for at the contract unit price per SQUARE FOOT
for REMOVE AND REINSTALL BRICK PAVER in place. This price shall include the
cost of all excavation to proper subgrade, bedding sand, jointing sand, edge-restraint
installation, and compaction to finished grade.
TRAFFIC CONTROL AND PROTECTION, SPECIAL
SPECIAL PROVISIONS
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Traffic Control shall be according to the applicable sections of the Standard
Specifications, the Supplemental Specifications, the "Illinois Manual on Uniform Traffic
Control Devices for Streets and Highways", any special details and Highway Standards
contained in the plans, and the Special Provisions contained herein.
Special attention is called to Article 107.09 of the Standard Specifications and the
following Highway Standards, Details, Quality Standard for Work Zone Traffic Control
Devices, Recurring Special Provisions and Special Provisions contained herein, relating
to traffic control.
STANDARDS:
701301-04 Lane Closure, 2L, 2W, Short Time Operations
701501-06 Urban Lane Closure, 2L, 2W Undivided
701601-09 Urban Lane Closure, Multilane, 1W, or 2W, With Nontraversable Median
701701-10 Urban Lane Closure Multilane Intersection
701801-06 Sidewalk, Corner or Crosswalk Closure
701901-05 Traffic Control Devices
SPECIAL PROVISIONS:
Sec 701 Work Zone Traffic Control and Protection
Sec 1106 Work Zone Traffic Control Devices
Check Sheet LRS 3 Work Zone Traffic Control
BDE 80183 Reflective Sheeting on Channelizing Devices
BDE 80354 Sidewalk, Corner or Crosswalk Closure
BLR 17-4 Traffic Control Devices – Day Labor Construction
BLR 18-6 Traffic Control Devices – Day Labor Maintenance
DETAILS:
TC 10 Traffic Control and Protection for Side Roads, Intersections, and Driveways
TC 13 District One Typical Pavement Markings
“701.01 Description” shall be replaced with the following:
701.01 Description
This item of work shall include furnishing, installing, maintaining, replacing, relocating and
removing all traffic control devices used for the purpose of regulating, warning or directing
traffic during the construction or maintenance of this improvement.
Traffic Control and Protection shall be provided as called for in the Plans, these Special
Provisions, applicable Highway Standards, applicable sections of the Standard
Specifications, or as directed by the Engineer.
The governing factor in the execution and staging of work for this project is to provide the
motoring public with the safest possible travel conditions along the roadway through the
SPECIAL PROVISIONS
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construction zone. The Contractor shall arrange his operations to keep the closing of any
lane of the roadway to a minimum.
Traffic Control Devices include signs and their supports, signals, pavement markings,
barricades with sandbags, channelized devices, warning lights, arrow boards, flaggers,
or any other device used for the purpose of regulating, detouring, warning, or guiding
traffic through or around the construction zone.
“701.04 General,” section “(b)” paragraph 4 shall be replaced with the following:
The Contractor is required to conduct routine inspections of the work site at a frequency
that will allow for the timely replacement of any traffic control device that has become
displaced, worn or damaged to the extent that it no longer conforms to the shape,
dimensions, color and operational requirements of the MUTCD, the Traffic Control
Standards or will no longer present a neat appearance to motorists. A sufficient quantity
of replacement devices, based on vulnerability to damage, shall be readily available to
meet this requirement.
The Contractor shall be responsible for the proper location, installation, and arrangement
of all traffic control devices. Special attention shall be given to advance warning signs
during construction operations in order to keep lane assignments consistent with
barricade placement at all times. The Contractor shall immediately remove, cover, or turn
from view of the motorists all traffic control devices which are inconsistent with detour or
lane assignment patterns and conflicting conditions during the transition from one
construction stage to another. When the Contractor elects to cover conflicting or
inappropriate signing, materials used shall totally block out reflectivity of the sign and shall
cover the entire sign. The method used for covering the signing shall meet with the
approval of the Engineer.
The Contractor shall coordinate all traffic control work on this project with adjoining or
overlapping projects, including barricade placement necessary to provide a uniform traffic
detour pattern. When directed by the Engineer, the Contractor shall remove all traffic
control devices which were furnished, installed, and maintained by him under this
contract, and such devices shall remain the property of the Contractor. All traffic control
devices shall remain in place until specific authorization for relocation or removal is
received from the Engineer.
The Contractor shall ensure that all traffic control devices installed by him are operational,
functional and effective 24 hours a day, including Sundays and holidays.
“701.04 General” shall be modified by adding the following section:
(G) PUBLIC SAFETY AND CONVENIENCE:
SPECIAL PROVISIONS
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The Contractor shall provide a telephone number where a responsible individual can be
contacted on a 24-hour a day basis to receive notification of any deficiencies regarding
traffic control and protection. The Contractor shall dispatch men, materials, and
equipment to correct any such deficiencies. The Contractor shall respond to any call from
the Village, or its representative concerning any request for improving or correcting traffic
control devices and begin making the requested repairs within two hours from the time of
notification.
Personal vehicles shall not park within the right-of-way except in specific areas
designated by the Engineer. All roads shall remain open to traffic, the Contractor, may
close one lane due to construction only between the hours of 9:00 a.m. and 3:00 p.m. on
two lane roads, and shall maintain at least one lane in each direction on four or more lane
roads, during the construction of this project. The Contractor shall also maintain
entrances and side roads along the proposed improvement. Interference with traffic
movements and inconvenience to owners of abutting property and the public shall be kept
to a minimum. Any delays or inconveniences caused by the Contractor by complying with
these requirements shall be considered as incidental to the contract, and no additional
compensation will be allowed.
On two lane roads, the Contractor is to plan his work so that there will be no open holes
in the pavement and that all barricades will be removed from the pavement during non-
work hours.
On four or more lane highways, there shall be no open holes in the pavement being used
by the traveling public. Lane closures, if allowed, will be in accordance with the applicable
standards, any staging details shown in the plans and other applicable contract
documents.
The Contractor shall remove all equipment from the shoulders and medians after work
hours.
No road closures or restrictions shall be permitted except those covered by Standard
Designs without written approval by the Engineer.
“701.04 General” shall be modified by adding the following section:
(H) DEFICIENCY CHARGE:
The primary concern of the Village is to maintain a safe travel way for the public and a
safe environment for the worker in the construction zone. The Contractor is expected to
comply with the Standard Specifications, contract plans, these Special Provisions, and
directions from the Engineer concerning traffic control protection. The Contractor shall
provide a telephone number where a responsible individual can be contacted on a 24-
hour a day basis to receive notification of any deficiencies regarding traffic control and
SPECIAL PROVISIONS
-18-
protection. The Contractor shall immediately respond correcting traffic control
deficiencies by dispatching men, materials, and equipment to correct such deficiencies.
If the Contractor fails to begin corrections to the traffic control deficiencies within two (2)
hours of the initial attempt of notification by the Village or its representative or fails to
restore the traffic control and protection compliance with the specifications within eight (8)
hours of the original attempt of notification, the Engineer may execute such work as
deemed necessary to correct the deficiencies. The cost thereof shall be deducted from
monies due, or which may be due the Contractor.
Failure to comply with directions from the Engineer for corrections or modifications to the
traffic control and protection will result in a charge of $500.00 per calendar day. This
charge is separate from the cost of any corrective work ordered. The contractor shall not
be relieved of any contractual responsibilities by the Village’s action.
“701.07 Method of Measurement” is replaced in its entirety by the following:
701.07 METHOD OF MEASUREMENT
These items of work will be measured on a lump sum basis for furnishing, installing,
maintaining, replacing, relocating, and removing the traffic control devices required in the
Plans and these Special Provisions.
“701.08 Basis of Payment” is replaced in its entirety by the following:
701.08 BASIS OF PAYMENT
This work will be paid for at the contract lump sum price for TRAFFIC CONTROL AND
PROTECTION, SPECIAL which shall be payment in full for all labor, materials,
transportation, and incidentals necessary to furnish, install, maintain, replace, relocate
and remove all traffic control devices indicated in the Plans and Specifications.
The salvage value of the materials removed shall be reflected in the bid price for this item.
Delays to the Contractor caused by complying with these requirements will be considered
incidental to the item for Traffic Control and Protection, and no additional compensation
will be allowed.
If the Engineer shall require additional traffic control to be installed in accordance with
standards and/or designs other that those included in the Plans. The standards and/or
designs will be made available to the Contractor at least one week in advance of the
change in traffic control. Payment for any additional traffic control required will be in
accordance with Article 109.04 of the Standard Specifications. Revisions in the phasing
of construction or maintenance operations, requested by the Contractor, may require
traffic control to be installed in accordance with standards and/or designs other than those
included in the plans. Revisions or modifications to the traffic control shown on the
contract shall be submitted by the Contractor for approval by the Engineer. No additional
payment will be made for a Contractor requested modification. In the event the sum total
SPECIAL PROVISIONS
-19-
value of all work items for which traffic control and protection is required is increased or
decreased by more than ten percent (10%), the contract bid price for Traffic Control and
Protection will be adjusted as follows:
Adjusted contract price = .25P + .75P [1+(X-0.1]
Where “P” is the contract price for Traffic Control and Protection
Difference between original and final sum total
value of all work items for which traffic
Where “X”= control and protection is required.
Original sum total value of all work for
which traffic control and protection is required.
The value of the work items used in calculating the increase and decrease will include
only items which have been added to or deducted from the contract under Article 104.02
of the Standard Specifications and only items which require use of Traffic Control and
Protection.
In the event the Department cancels or alters any portion of the contract which results in
elimination or noncompletion of any portion of the work, payment for partially completed
work will be made in accordance with Article 104.02 of the Standard Specifications.
“702.03 Channeling Devices” section “(b)”, paragraph 1 shall be replaced with the
following:
(b) Barricades
Type 1 and Type 1A Barricades are intended for use on lower speed roads and shall not
be used where the normal posted speed limit is 45 m.p.h. or greater. The normal posted
speed limit for construction area is 40 m.p.h. Type 1 and Type 2 Barricades shall not be
intermixed within an individual string of barricades. Type 3 Barricades shall be used for
road and lane closures and shall not be used for channelization or delineation.
Any drop off greater than 75 mm (three inches), but less than 150 mm (six inches), within
2.5 m (eight feet) of the pavement edge shall be protected by Type 1 or 2 barricades
equipped with mono-directional steady burn lights at 30 m (100 foot) center to center
spacing. If the drop off within 2.5 m (eight feet) of the pavement edge exceeds 150 mm
(six inches), the barricades mentioned above shall be paced at 15 m (50 foot) center to
center spacing. Barricades that must be placed in excavated areas shall have a leg
extension installed such that the top of the barricade is in compliance with the height
requirements of Standard 702001-05.
All Type 1 and Type 2 barricades shall be equipped with a steady burn light when used
during hours of darkness unless otherwise stated herein.
SPECIAL PROVISIONS
-20-
Check barricades shall be placed in work areas perpendicular to traffic every 300 m
(1,000 feet), one per lane and per shoulder, to prevent motorists from using work areas
as a traveled way. Two additional check barricades shall be placed in advance of each
patch excavation or any other hazard in the work area, the first at the edge of the open
traffic lane and the second centered in the closed lane. Check barricades shall be Type
1 or 2 and equipped with a flashing light.
“702.03 Channeling Devices” section “(c)” Vertical Panels, add the following:
All vertical panels shall be equipped with a steady burn light when used during the hours
of darkness unless otherwise stated herein or in the Plans.
“702.05 Signs” section “(a)” add as paragraph 7:
Construction signs referring to daytime lane closures during working hours shall be
removed, covered, or turned away from the view of the motorists during non-working
hours.
Basis of Payment. This work will be paid for at the contract lump sum price for TRAFFIC
CONTROL AND PROTECTION, (SPECIAL)
CONSTRUCTION LAYOUT
The Contractor shall be required to furnish and place construction layout stakes for this
project. The Engineer will provide adequate reference points to the centerline of survey
and benchmarks as shown in the plans and listed herein. Any additional control points
set by the Engineer will be identified in the field to the Contractor and all field notes will
be kept in the office of the Resident Engineer.
The Contractor shall provide field forces, equipment, and material to set all additional
stakes for this project, which are needed to establish offset stakes, reference points, and
any other horizontal or vertical controls, including supplementary benchmarks, necessary
to secure a correct layout of the work. Stakes for line and grade of pavement and/or curb
shall be set at sufficient station intervals (not to exceed 15 m (50 ft.)) to assure substantial
conformance to plan line and grade. The Contractor will not be required to set additional
stakes to locate a utility line which is not included as a pay item in the contract nor to
determine property lines between private properties.
The Contractor shall be responsible for having the finished work substantially conform to
the lines, grades, elevations, and dimensions called for in the plans. Any inspection of
checking of the Contractor’s layout by the Engineer and the acceptance of all or any part
of it shall not relieve the Contractor of his/her responsibility to secure the proper
dimension, grades, and elevations of the several parts of the work. The Contractor shall
exercise care in the preservation of stakes and benchmarks and shall have them reset at
SPECIAL PROVISIONS
-21-
his/her expense when any are damaged, lost, displaced, or removed or otherwise
obliterated.
Responsibility of the Engineer
a. The Engineer will locate and reference the centerline of all roads and streets
except interchange ramps. The centerline of private entrances and short street
intersection returns will not be located or referenced by the Engineer.
Locating and referencing the center line of survey will consists of establishing and
referencing the control points of the centerline of surveys such as PC’s, PT’s and as many
POT’s as are necessary to provide a line of sight.
b. Benchmarks will be established along the project outside of the construction lines
not exceeding 300 m (1,000 ft.) intervals horizontally and 6 m (20 ft.) Vertically.
c. Stakes set for (a) and (b) above will be identified in the field to the Contractor.
d. The Engineer will make random checks of the Contractor’s staking to determine if
the work is in substantial conformance with the plans. Where the Contractor’s work will
tie into work that is being or will be done by others, checks will be made to determine if
the work is in conformance with the proposed overall grade and horizontal alignment.
e. The Engineer will set all stakes for utility adjustment for building fences along the
right of way line by parties other than the Contractor.
f. The Engineer will make all arrangements and take all cross sections from which
the various pay items are to be measured.
g. Where the Contractor, in setting construction stakes, discovers discrepancies, the
Engineer will check to determine their nature and make whatever revisions are necessary
in the plans, including the recross sectioning of the area involved. Any additional
restaking required by the Engineer will be the responsibility of the Contractor. The
additional restaking done by the Contractor will be paid for in accordance with 109.04 of
the Standard Specifications.
h. The Engineer will accept responsibility for the accuracy of the initial control points
as provided herein.
i. It is not the responsibility of the Engineer, except as provided herein, to check the
correctness of the Contractor’s stakes; however, any errors that are apparent will be
immediately called to the Contractor’s attention and s(he) shall be required to make the
necessary correction before the stakes are used for construction purposes.
SPECIAL PROVISIONS
-22-
j. Where the plan quantities for excavation are to be used as the final pay quantities,
the Engineer will make sufficient checks to determine if the work has been completed in
substantial conformance with the plan cross sections.
Responsibility of the Contractor
a. The Contractor shall establish from the given survey points and benchmarks all
the control points necessary to construct the individual project elements. S(he) shall
provide the Engineer adequate control in close proximity to each individual element to
allow adequate checking of construction operations. This includes, but is not limited to,
line and grade stakes, line and grade nails in form work, and/or filed or etched marks in
substantially completed construction work.
It is the Contractor’s responsibility to tie in centerline control points in order to preserve
them during construction operations.
b. At the completion of the grading operations, the Contractor will be required to set
stakes at 30 m (100 ft.) station intervals along each profile grade line. These stakes will
be used for final cross sectioning by the Engineer.
c. All work shall be in accordance with normally accepted self-checking surveying
practices. Field notes shall be kept in standard survey field notebooks and those books
shall become the property of the Engineer at the completion of the project. All notes shall
be neat, orderly and in accepted form.
d. For highway structure staking, the Contractor shall use diligent care and
appropriate accuracy. Points shall be positioned to allow reuse throughout the
construction accuracy. Prior to the beginning of construction activities, all structure
centerlines and pier lines are to be established by the Contractor and checked by the
engineer. The Contractor shall provide a detailed structure layout showing span
dimensions, staking lines and offset distances.
Measurement and Payment.
This item will be paid for at the contract lump sum price for CONSTRUCTION LAYOUT,
which prices shall be payment in full for all services, materials, labor and other items
required to complete the work.
ITEMS AS ORDERED BY THE ENGINEER
Description.
An allowance has been set aside as part of this contract for items ordered by the
Engineer. The CONTRACTOR will include in his bid a unit price of $1.00 for ITEMS
ORDERED BY ENGINEER. Only additional work, not covered by existing Pay Items,
indicated on the Drawings or in the Project Specifications as approved by the VILLAGE
SPECIAL PROVISIONS
-23-
and ENGINEER will be eligible for payment under the Allowance. Any monies not used
upon contract completion shall not be awarded to the CONTRACTOR.
Method of Measurement and Basis Payment.
This work shall be measured and paid for at the contract unit price per DOLLAR for ITEMS
AS ORDERED BY THE ENGINEER, which price shall include furnishing and installing
the work as instructed by the VILLAGE and ENGINEER.
-1-
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS: that [FULL NAME, ADDRESS
AND ORGANIZATION OF CONTRACTOR], as Principal, hereinafter called Contractor,
and [FULL NAME AND ADDRESS OF SURETY], as Surety, a corporation organized
and existing under the laws of the State of [INCORPORATION], hereinafter called Surety,
are held and firmly bound unto the Village of Oak Brook, as Obligee, hereinafter called
Owner, in the full and just sum of [CONTRACT PRICE] Dollars ($[CONTRACT PRICE]),
for the payment of which sum of money well and truly to be made, Contractor and Surety
bind themselves, their heirs, executors, administrators, successors and assigns, jointly
and severally, firmly by these presents, said amount to include payment of actual costs
and damages and for attorneys’ fees, architectural fees, design fees, engineering fees,
accounting fees, testing fees, consulting fees, administrative costs, court costs, interest
and any other fees and expenses resulting from or incurred by reason of Contractor’s
failure to promptly and faithfully perform its contract with Owner, said contract being more
fully described below, and to include attorneys’ fees, court costs and administrative and
other expenses necessarily paid or incurred in successfully enforcing performance of the
obligation of Surety under this bond.
WHEREAS, Contractor has entered into a written agreement dated [DATE
OF CONTRACT AGREEMENT], with Owner entitled “Contract Agreement Between
Village of Oak Brook and [CONTRACTOR’S NAME] for the Construction of Sports Core
Property Improvements” (the “Contract”), the terms and conditions of which are by this
reference incorporated herein as though fully set forth herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH
THAT if Contractor shall well, truly, and promptly perform all the undertakings, covenants,
terms, conditions, and agreements of said Contractor under the Contract, including, but
not limited to, Contractor’s obligations under the Contract: (1) to provide, perform and
complete at the Work Site and in the manner specified in the Contract all necessary work,
labor, services, transportation, equipment, materials, apparatus, machinery, tools, fuels,
gas, electric, water, waste disposal, information, data, and other means and items
necessary for the design, if any, construction, and installation of the Sports Core Property
improvements, together with related attachments, equipment, and appurtenances
thereto; (2) to procure and furnish all permits, licenses, and other governmental approvals
and authorizations necessary in connection therewith except as otherwise expressly
provided in the Special Conditions of Contract; (3) to procure and furnish all bonds and
certificates and policies of insurance specified in the Contract; (4) to pay all applicable
PERFORMANCE BOND
-2-
federal, state, and local taxes; (5) to do all other things required of Contractor by the
Contract; and (6) to provide, perform, and complete all of the foregoing in a proper and
workmanlike manner and in full compliance with, and as required by and pursuant to, the
Contract; all of which is herein referred to as the “Work,” whether or not any of said Work
enter into and become component parts of the improvement contemplated, then this
obligation shall be null and void; otherwise it shall remain in full force and effect.
Surety, for value received, hereby stipulates and agrees that no changes,
modifications, alterations, omissions, deletions, additions, extensions of time, or
forbearances on the part of either Owner or Contractor to the other in or to the terms of
said Contract; in or to the schedules, plans, drawings, or specifications; in or to the
method or manner of performance of the Work; in or to Owner-furnished facilities,
equipment, materials, services, or sites; or in or to the mode or manner of payment
therefor, shall in any way release Contractor and Surety or either or any of them, or any
of their heirs, executors, administrators, successors, or assigns, or affect the obligations
of Surety on this bond, all notice of any and all of the foregoing changes, modifications,
alterations, omissions, deletions, additions, extensions of time, or forbearances, and
notice of any and all defaults by Contractor or of Owner’s termination of Contractor being
hereby waived by Surety.
Notwithstanding anything to the contrary in the foregoing paragraph, in no
event shall the obligations of Surety under this bond in the event of Contractor’s default
be greater than the obligations of Contractor under the Contract in the absence of such
Contractor default.
In the event of a default or defaults by Contractor, Owner shall have the
right to take over and complete the Contract upon 30 calendar days’ written notice to
Surety, in which event Surety shall pay Owner all costs incurred by Owner in taking over
and completing the Contract.
At its option, Owner may instead request that Surety take over and complete
the Contract, in which event Surety shall take reasonable steps to proceed promptly with
completion no later than 30 calendar days from the date on which Owner notifies Surety
that Owner wants Surety to take over and complete the Contract.
Owner shall have no obligation to actually incur any expense or correct any
deficient performance of Contractor in order to be entitled to receive the proceeds of this
bond.
No right of action shall accrue on this bond to or for the use of any person
or corporation other than Owner or the heirs, executors, administrators, or successors of
Owner.
PERFORMANCE BOND
-3-
Signed and sealed this ___ day of ______, 20___.
Attest/Witness: PRINCIPAL: [NAME OF CONTRACTOR]
By: ____________________ By: _______________________________
[NAME OF CONTRACTOR’S
EXECUTING OFFICER]
Title: ______________________ Title: [TITLE OF CONTRACTOR'S
EXECUTING OFFICER]
Attest/Witness: SURETY: [NAME OF SURETY]
By: ____________________ By: _______________________________
Title: ______________________ Title: _______________________________
Telephone: __________________________
SEE GENERAL INSTRUCTIONS TO BIDDERS, SECTION 8,
FOR SIGNATURE REQUIREMENTS
-1-
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
LABOR AND MATERIAL PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS: that [FULL NAME, ADDRESS
AND ORGANIZATION OF CONTRACTOR], as Principal, hereinafter called Contractor,
and [FULL NAME AND ADDRESS OF SURETY], as Surety, a corporation organized
and existing under the laws of the State of [INCORPORATION], hereinafter called Surety,
are held and firmly bound unto the Village of Oak Brook, as Obligee, hereinafter called
Owner, for the use and benefit of itself and of claimants as hereinafter defined, in the full
and just sum of [CONTRACT PRICE] Dollars ($[CONTRACT PRICE]), to be paid to it or
the said claimants or its or their assigns, to which payment well and truly to be made
Contractor and Surety bind themselves, their heirs, executors, administrators,
successors, and assigns, jointly and severally, firmly by these presents, said amount to
include attorney’s fees, court costs, and administrative and other expenses necessarily
paid or incurred in successfully enforcing performance of the obligation of Surety under
this bond.
WHEREAS, Contractor has entered into a written agreement dated [DATE
OF CONTRACT AGREEMENT], with Owner entitled “Contract Agreement Between
Village of Oak Brook and [CONTRACTOR’S NAME] for the Construction of Sports Core
Property improvements” (the “Contract”), the terms and conditions of which are by this
reference incorporated herein as though fully set forth herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH
THAT if Contractor shall promptly pay or cause to be paid all sums of money that may be
due to any claimant with respect to Contractor’s obligations under the Contract: (1) to
provide, perform, and complete at the Work Site and in the manner specified in the
Contract all necessary work, labor, services, transportation, equipment, materials,
apparatus, machinery, tools, fuels, gas, electric, water, waste disposal, information, data,
and other means and items necessary for design, if any, construction, and installation of
the Sports Core Property improvements, together with related attachments, equipment,
and appurtenances thereto; (2) to procure and furnish all permits, licenses, and other
governmental approvals and authorizations necessary in connection therewith except as
otherwise expressly provided in the Special Conditions of Contract; (3) to procure and
furnish all bonds and certificates and policies of insurance specified in the Contract; (4) to
pay all applicable federal, state, and local taxes; (5) to do all other things required of
Contractor by the Contract; and (6) to provide, perform, and complete all of the foregoing
in a proper and workmanlike manner and in full compliance with, and as required by and
pursuant to, the Contract; all of which is herein referred to as the “Work,” whether or not
any of said Work enter into and become component parts of the improvement
PAYMENT BOND
-2-
contemplated, then this obligation shall be null and void; otherwise it shall remain in full
force and effect.
For purpose of this bond, a claimant is defined as one having a direct
contract with Contractor or with a subcontractor of Contractor to provide, perform or
complete any part of the Work.
Contractor and Surety hereby jointly and severally agree that every claimant
who has not had all just claims for the furnishing of any part of the Work paid in full,
including, without limitation, all claims for amounts due for materials, lubricants, oil,
gasoline, rentals of, or service or repairs on, machinery, equipment, and tools consumed
or used in connection with the furnishing of any part of the Work, may sue on this bond
for the use of such claimant, may prosecute the suit to final judgment for such sum or
sums as may be justly due such claimant, and may have execution therein; provided,
however, that Owner shall not be liable for the payment of any costs or expenses of any
such suit. The provisions of 30 ILCS 550/1 and 30 ILCS 550/2 shall be deemed inserted
herein, including the time limits within which notices of claim must be filed and actions
brought under this bond.
Contractor and Surety hereby jointly agree that Owner may sue on this bond
if Owner is held liable to, or voluntarily agrees to pay, any claimant directly, but nothing in
this bond shall create any duty on the part of Owner to pay any claimant.
Surety, for value received, hereby stipulates and agrees that no changes,
modifications, alterations, omissions, deletions, additions, extensions of time, or
forbearances on the part of Owner or Contractor to the other in or to the terms of said
Contract; in or to the schedules, plans, drawings, or specifications; in or to the method or
manner of performance of the Work; in or to Owner-furnished facilities, equipment,
materials, services, or sites; or in or to the mode or manner of payment therefor shall in
any way release Contractor and Surety or either or any of them, or any of their heirs,
executors, administrators, successors, or assigns, or affect the obligations of said Surety
on this bond, all notice of any and all of the foregoing changes, modifications, alterations,
omissions, deletions, additions, extensions of time, or forbearances and notice of any and
all defaults by Contractor or of Owner’s termination of Contractor being hereby waived by
Surety.
PAYMENT BOND
-3-
Signed and sealed this ___ day of ______, 20___.
Attest/Witness: PRINCIPAL: [NAME OF CONTRACTOR]
By: ____________________ By: _______________________________
[NAME OF CONTRACTOR’S
EXECUTING OFFICER]
Title: ______________________ Title: [TITLE OF CONTRACTOR'S
EXECUTING OFFICER]
Attest/Witness: SURETY: [NAME OF SURETY]
By: ____________________ By: _______________________________
Title: ______________________ Title: _______________________________
Telephone: __________________________
SEE GENERAL INSTRUCTIONS TO BIDDERS, SECTION 8,
FOR SIGNATURE REQUIREMENTS
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
PREVAILING WAGE ORDINANCE
Certified Payrolls. Contractor shall, in accordance with Section 5 of the Illinois Prevailing
Wage Act, 820 ILCS 130/5, submit to the Department of Labor, on a monthly basis, a
certified payroll. The certified payroll shall consist of a complete copy of those records
required to be made and kept by the Prevailing Wage Act. The certified payroll shall be
accompanied by a statement signed by the Contractor or subcontractor which certifies
that: (1) such records are true and accurate; (2) the hourly rate paid is not less than the
general prevailing rate of hourly wages required by the Prevailing Wage Act; and (3)
Contractor or subcontractor is aware that filing a certified payroll that he or she knows to
be false is a Class A misdemeanor. A general contractor may rely upon the certification
of a lower tier subcontractor, provided that the general contractor does not knowingly rely
upon a subcontractor's false certification. Upon seven business days' notice, Contractor
and each subcontractor shall make available for inspection and copying at a location
within this State during reasonable hours, the records required to be made and kept by
the Act to: (i) the Village, its officers and agents; (ii) the Director of Labor and his deputies
and agents; and (iii) to federal, State, or local law enforcement agencies and prosecutors.
Prevailing Wage. Pursuant to Section 4 of the Illinois Prevailing Wage Act, 820 ILCS
130/4, Contractor agrees and acknowledges that not less than the applicable rate of
prevailing of wages, as found or ascertained by the Department of Labor and made
available on the Department’s official website or determined by the court on review, shall
be paid for each craft or type of worker needed to execute this contract or to perform such
work, and it shall be mandatory upon the contractor to whom the contract is awarded and
upon any subcontractor under him, to pay not less than the specified rates to all laborers,
workers and mechanics employed by them in the execution of this contract.
PREVAILING WAGE AFFIDAVIT
I, ___________________________(name of signatory), on oath hereby state and certify
that _____________________________ (name of Contractor), pursuant to a Contract dated
___________, 2024, with the Village of Oak Brook for the ______________
Project, has complied and will comply with all laws, including those relating to the
employment of labor, the payment of the current general prevailing rate of hourly wages for each
craft or type of worker or mechanic needed to execute the Contract or perform such work, and
also the current general prevailing rate for legal holiday and overtime work, as ascertained by the
Illinois Department of Labor for DuPage County, Illinois, and those prevailing rates are paid and
shall be paid for each craft or type of worker or mechanic needed to execute the aforesaid
Contract or to perform such work. _____________________________ (name of Contractor) has
also complied and will comply with all record keeping requirements established in the Prevailing
Wage Act (820 ILCS 130/0.01, et seq.
CONTRACTOR:
By: _____________________________________
Title: ___________________________________
SUBSCRIBED AND SWORN TO BEFORE
ME THIS _____ DAY OF _______________, 2025
________________________________________
NOTARY PUBLIC
2025
CERTIFICATION OF PAYROLL RECORDS
I, ___________________ (name of person executing this certificate), do hereby certify
that I am the duly qualified and acting __________________ (title) for ____________________
, (name of Contractor) and, as such, am authorized to certify payroll records as true and
accurate for such company in accordance with the requirements of Section 5 of the Prevailing
Wage Act (820 ILCS 130/5) (the "Act").
I do hereby further certify that the following document is a true and accurate copy of the
records of all laborers, mechanics, and other workers employed by _____________ (name
of Contractor) on the _____________ Project (the
"Project") for the Village of Oak Brook (the “Village”), including each such worker's name, address,
telephone number, social security number, classification or classifications; and the hourly wages
paid in each pay period, hours worked each day, and the starting and ending times of work each
day for each such worker on such Project.
I do hereby further certify that the hourly rate paid to each worker is not less than the
general prevailing rate of hourly wages required by the Act, and that _______________
(name of Contractor), and I on behalf of such Contractor, are fully aware that filing a
certified payroll that we know to be false is a Class B misdemeanor. I further certify that upon two
(2) business days' notice, if requested, we and any Subcontractor hired by us shall make available
for inspection the records required in the Act to the District, its officers, and agents, and to the
Director of Labor, his deputies and agents, at reasonable hours at a location within the State of
Illinois.
Date: ____________________, 2024
____________________________________
(Name of Contractor)
____________________________________
(Signature)
____________________________________
(Printed Name)
____________________________________
(Title)
SUBSCRIBED AND SWORN TO BEFORE
ME THIS _____ DAY OF _______________, 2025
________________________________________
NOTARY PUBLIC
2025
VILLAGE OF OAK BROOK
CONTRACT FOR THE CONSTRUCTION OF
SPORTS CORE PROPERTY IMPROVEMENTS
ADDENDA NOS.
Overtime
Trade Title Rg Type C Base Foreman M-F Sa Su Hol H/W Pension Vac Trng
Other
Ins
Add OT
1.5x owed
Add OT
2.0x owed
ASBESTOS ABT-GEN All ALL 50.15 51.15 1.5 1.5 2.0 2.0 17.71 16.92 0.00 0.91 0.00 0.00
ASBESTOS ABT-MEC All BLD 41.27 44.57 1.5 1.5 2.0 2.0 15.84 16.02 0.00 0.90 3.11 6.21
BOILERMAKER All BLD 55.76 60.77 2.0 2.0 2.0 2.0 6.97 26.44 0.00 3.34 1.95 0.00 38.26
BRICK MASON All BLD 52.06 57.27 1.5 1.5 2.0 2.0 12.70 24.54 0.00 1.24 0.00 3.99 7.98
CARPENTER All ALL 55.11 57.11 1.5 1.5 2.0 2.0 12.89 26.26 2.15 0.93 0.00 0.00 0.00
CEMENT MASON All ALL 52.00 54.00 2.0 1.5 2.0 2.0 17.81 23.00 0.00 1.15 2.00 4.00
CERAMIC TILE FINISHER All BLD 47.09 47.09 1.5 1.5 2.0 2.0 13.00 16.82 0.00 1.09 0.00 5.17 10.34
CERAMIC TILE LAYER All BLD 54.84 59.84 1.5 1.5 2.0 2.0 13.00 20.68 0.00 1.17 0.00 7.15 14.30
COMMUNICATION
TECHNICIAN
All BLD 39.35 42.15 1.5 1.5 2.0 2.0 14.65 24.59 3.20 0.83 0.00 14.32 28.62
ELECTRIC PWR EQMT OP All ALL 50.82 69.34 1.5 1.5 2.0 2.0 7.25 14.22 0.00 1.52 1.52 8.63 17.26
ELECTRIC PWR GRNDMAN All ALL 39.04 69.34 1.5 1.5 2.0 2.0 7.25 10.93 0.00 1.17 1.17 6.63 13.27
ELECTRIC PWR LINEMAN All ALL 61.09 69.34 1.5 1.5 2.0 2.0 7.25 17.10 0.00 1.83 1.83 10.38 20.76
ELECTRIC PWR TRK DRV All ALL 40.46 69.34 1.5 1.5 2.0 2.0 7.25 11.33 0.00 1.21 1.21 6.87 13.75
ELECTRICIAN All BLD 47.16 51.41 1.5 1.5 2.0 2.0 14.65 28.19 7.36 1.20 18.39 36.76
ELEVATOR CONSTRUCTOR All BLD 67.84 76.32 2.0 2.0 2.0 2.0 16.18 20.96 5.42 0.75 0.00 0.00
FENCE ERECTOR NE ALL 51.00 53.00 1.5 1.5 2.0 2.0 13.74 18.32 0.00 0.75 0.00 0.00
GLAZIER All BLD 51.55 53.05 1.5 2.0 2.0 2.0 15.64 26.18 0.00 2.27 0.00 0.00 0.00
HEAT/FROST INSULATOR All BLD 55.02 58.32 1.5 1.5 2.0 2.0 15.84 19.01 0.00 0.90 4.60 9.20
IRON WORKER All ALL 59.26 62.76 2.0 2.0 2.0 2.0 18.30 26.31 0.00 0.49 0.00 0.00 0.00
LABORER All ALL 50.15 50.90 1.5 1.5 2.0 2.0 17.71 16.92 0.00 0.91 0.00 0.00
LATHER All ALL 55.11 57.11 1.5 1.5 2.0 2.0 12.89 26.26 2.15 0.93 0.00 0.00 0.00
MACHINIST All BLD 58.39 62.39 1.5 1.5 2.0 2.0 9.93 8.95 1.85 1.47 0.00 0.00
MARBLE FINISHER All ALL 39.50 53.55 1.5 1.5 2.0 2.0 12.70 22.32 0.00 0.73 0.00 2.88 5.76
MARBLE SETTER All BLD 51.00 56.10 1.5 1.5 2.0 2.0 12.70 24.01 0.00 0.92 0.00 3.73 7.45
MATERIAL TESTER I All ALL 40.15 1.5 1.5 2.0 2.0 17.71 16.92 0.00 0.91 0.00 0.00
MATERIALS TESTER II All ALL 45.15 1.5 1.5 2.0 2.0 17.71 16.92 0.00 0.91 0.00 0.00
DuPage County Prevailing Wage Rates posted on 3/3/2025
MILLWRIGHT All ALL 55.11 57.11 1.5 1.5 2.0 2.0 12.89 26.26 2.15 0.93 0.00 0.00 0.00
OPERATING ENGINEER All BLD 1 60.80 64.80 2.0 2.0 2.0 2.0 23.70 20.80 2.00 2.70 0.00 0.00 0.00
OPERATING ENGINEER All BLD 2 59.50 64.80 2.0 2.0 2.0 2.0 23.70 20.80 2.00 2.70 0.00 0.00 0.00
OPERATING ENGINEER All BLD 3 56.95 64.80 2.0 2.0 2.0 2.0 23.70 20.80 2.00 2.70 0.00 0.00 0.00
OPERATING ENGINEER All BLD 4 55.20 64.80 2.0 2.0 2.0 2.0 23.70 20.80 2.00 2.70 0.00 0.00 0.00
OPERATING ENGINEER All BLD 5 64.55 64.80 2.0 2.0 2.0 2.0 23.70 20.80 2.00 2.70 0.00 0.00 0.00
OPERATING ENGINEER All BLD 6 61.80 64.80 2.0 2.0 2.0 2.0 23.70 20.80 2.00 2.70 0.00 0.00 0.00
OPERATING ENGINEER All BLD 7 63.80 64.80 2.0 2.0 2.0 2.0 23.70 20.80 2.00 2.70 0.00 0.00 0.00
OPERATING ENGINEER All FLT 50.50 50.50 1.5 1.5 2.0 2.0 23.95 21.40 2.00 2.85 0.00 0.00 0.00
OPERATING ENGINEER All HWY 1 59.00 63.00 1.5 1.5 2.0 2.0 23.70 20.80 2.00 2.70 0.00 0.00 0.00
OPERATING ENGINEER All HWY 2 58.45 63.00 1.5 1.5 2.0 2.0 23.70 20.80 2.00 2.70 0.00 0.00 0.00
OPERATING ENGINEER All HWY 3 56.40 63.00 1.5 1.5 2.0 2.0 23.70 20.80 2.00 2.70 0.00 0.00 0.00
OPERATING ENGINEER All HWY 4 55.00 63.00 1.5 1.5 2.0 2.0 23.70 20.80 2.00 2.70 0.00 0.00 0.00
OPERATING ENGINEER All HWY 5 53.80 63.00 1.5 1.5 2.0 2.0 23.70 20.80 2.00 2.70 0.00 0.00 0.00
OPERATING ENGINEER All HWY 6 62.00 63.00 1.5 1.5 2.0 2.0 23.70 20.80 2.00 2.70 0.00 0.00 0.00
OPERATING ENGINEER All HWY 7 60.00 63.00 1.5 1.5 2.0 2.0 23.70 20.80 2.00 2.70 0.00 0.00 0.00
ORNAMENTAL IRON
WORKER
All ALL 57.51 60.51 2.0 2.0 2.0 2.0 14.31 26.50 0.00 2.00 0.00 0.00 0.00
PAINTER All ALL 53.05 55.05 1.5 1.5 1.5 2.0 16.08 9.90 0.00 1.65 0.00 0.00 0.00
PAINTER - SIGNS All BLD 46.76 52.53 1.5 1.5 2.0 2.0 8.20 16.81 0.00 0.00 0.00 0.00 0.00
PILEDRIVER All ALL 55.11 57.11 1.5 1.5 2.0 2.0 12.89 26.26 2.15 0.93 0.00 0.00 0.00
PIPEFITTER All BLD 57.00 60.00 1.5 1.5 2.0 2.0 13.65 22.85 0.00 3.12 0.00 0.00 0.00
PLASTERER All BLD 52.00 55.12 1.5 1.5 2.0 2.0 12.70 24.23 0.00 1.18 0.00 4.22 8.43
PLUMBER All BLD 58.55 62.05 1.5 1.5 2.0 2.0 17.75 17.74 0.00 1.83 0.00 0.00
ROOFER All BLD 50.25 55.25 1.5 1.5 2.0 2.0 11.98 17.34 0.00 1.11 0.00 0.00 0.00
SHEETMETAL WORKER All BLD 56.35 60.86 1.5 1.5 2.0 2.0 15.41 19.83 0.00 1.79 2.62 0.00 0.00
SPRINKLER FITTER All BLD 60.00 62.75 1.5 1.5 2.0 2.0 14.95 19.40 0.00 1.10 0.00 0.00 0.00
STEEL ERECTOR All ALL 59.26 62.76 2.0 2.0 2.0 2.0 18.30 26.31 0.00 0.49 0.00 0.00 0.00
STONE MASON All BLD 52.06 57.27 1.5 1.5 2.0 2.0 12.70 24.54 0.00 1.24 0.00 3.99 7.98
SURVEY WORKER All BLD 56.50 57.50 1.5 1.5 2.0 2.0 17.75 14.15 0.00 1.49 0.00 0.00
DuPage County Prevailing Wage Rates posted on 3/3/2025
SURVEY WORKER All HWY 56.50 57.50 1.5 1.5 2.0 2.0 17.75 14.15 0.00 1.49 0.00 0.00
TERRAZZO FINISHER All BLD 48.94 48.94 1.5 1.5 2.0 2.0 13.00 18.42 0.00 1.11 0.00 4.22 8.44
TERRAZZO MECHANIC All BLD 52.85 56.35 1.5 1.5 2.0 2.0 13.00 19.81 0.00 1.15 0.00 4.47 8.94
TRAFFIC SAFETY WORKER I All HWY 42.10 43.70 1.5 1.5 2.0 2.0 11.11 9.81 0.00 1.05 0.00 0.00 0.00
TRAFFIC SAFETY WORKER II ALL HWY 43.10 44.70 1.5 1.5 2.0 2.0 11.11 9.81 0.00 1.05 0.00 0.00 0.00
TRUCK DRIVER All ALL 1 44.06 1.5 1.5 2.0 2.0 11.65 15.35 0.00 0.25 0.00 0.00 0.00
TRUCK DRIVER All ALL 2 44.21 1.5 1.5 2.0 2.0 11.65 15.35 0.00 0.25 0.00 0.00 0.00
TRUCK DRIVER All ALL 3 44.41 1.5 1.5 2.0 2.0 11.65 15.35 0.00 0.25 0.00 0.00 0.00
TRUCK DRIVER All ALL 4 44.61 1.5 1.5 2.0 2.0 11.65 15.35 0.00 0.25 0.00 0.00 0.00
TUCKPOINTER All BLD 51.53 52.53 1.5 1.5 2.0 2.0 10.05 22.66 0.00 1.15 0.00 0.00 0.00
Legend
Rg Region
Type Trade Type - All,Highway,Building,Floating,Oil & Chip,Rivers
C Class
Base Base Wage Rate
OT M-F Unless otherwise noted, OT pay is required for any hour greater than 8 worked each day, Mon through Fri. The number
listed is the multiple of the base wage.
OT Sa Overtime pay required for every hour worked on Saturdays
OT Su Overtime pay required for every hour worked on Sundays
OT Hol Overtime pay required for every hour worked on Holidays
H/W Health/Welfare benefit
Vac Vacation
Trng Training
Other Ins Employer hourly cost for any other type(s) of insurance provided for benefit of worker.
Explanations DUPAGE COUNTY
IRON WORKERS AND FENCE ERECTOR (WEST) - West of Route 53.
The following list is considered as those days for which holiday rates of wages for work performed apply: New Years Day,
Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and Veterans Day in some classifications/counties.
Generally, any of these holidays which fall on a Sunday is celebrated on the following Monday. This then makes work performed
on that Monday payable at the appropriate overtime rate for holiday pay. Common practice in a given local may alter certain
days of celebration. If in doubt, please check with IDOL.
EXPLANATION OF CLASSES
DuPage County Prevailing Wage Rates posted on 3/3/2025
ASBESTOS - GENERAL - removal of asbestos material/mold and hazardous materials from any place in a building, including
mechanical systems where those mechanical systems are to be removed. This includes the removal of asbestos materials/mold
and hazardous materials from ductwork or pipes in a building when the building is to be demolished at the time or at some close
future date.
ASBESTOS - MECHANICAL - removal of asbestos material from mechanical systems, such as pipes, ducts, and boilers, where the
mechanical systems are to remain.
TRAFFIC SAFETY Worker I
Traffic Safety Worker I - work associated with the delivery, installation, pick-up and servicing of safety devices during periods of
roadway construction, including such work as set-up and maintenance of barricades, barrier wall reflectors, drums, cones,
delineators, signs, crash attenuators, glare screen and other such items, and the layout and application or removal of conflicting
and/or temporary roadway markings utilized to control traffic in construction zones, as well as flagging for these operations.
TRAFFIC SAFETY WORKER II
Work associated with the installation and removal of permanent pavement markings and/or pavement markers including both
installations performed by hand and installations performed by truck.
CERAMIC TILE FINISHER
The grouting, cleaning, and polishing of all classes of tile, whether for interior or exterior purposes, all burned, glazed or unglazed
products; all composition materials, granite tiles, warning detectable tiles, cement tiles, epoxy composite materials, pavers, glass,
mosaics, fiberglass, and all substitute materials, for tile made in tile-like units; all mixtures in tile like form of cement, metals, and
other materials that are for and intended for use as a finished floor surface, stair treads, promenade roofs, walks, walls, ceilings,
swimming pools, and all other places where tile is to form a finished interior or exterior. The mixing of all setting mortars
including but not limited to thin-set mortars, epoxies, wall mud, and any other sand and cement mixtures or adhesives when
used in the preparation, installation, repair, or maintenance of tile and/or similar materials. The handling and unloading of all
sand, cement, lime, tile, fixtures, equipment, adhesives, or any other materials to be used in the preparation, installation, repair, or
maintenance of tile and/or similar materials. Ceramic Tile Finishers shall fill all joints and voids regardless of method on all tile
work, particularly and especially after installation of said tile work. Application of any and all protective coverings to all types of
tile installations including, but not be limited to, all soap compounds, paper products, tapes, and all polyethylene coverings,
plywood, masonite, cardboard, and any new type of products that may be used to protect tile installations, Blastrac equipment,
and all floor scarifying equipment used in preparing floors to receive tile. The clean up and removal of all waste and materials.
All demolition of existing tile floors and walls to be re-tiled.
COMMUNICATIONS TECHNICIAN
Low voltage installation, maintenance and removal of telecommunication facilities (voice, sound, data and video) including
telephone and data inside wire, interconnect, terminal equipment, central offices, PABX, fiber optic cable and equipment, micro
waves, V-SAT, bypass, CATV, WAN (wide area networks), LAN (local area networks), and ISDN (integrated system digital network),
DuPage County Prevailing Wage Rates posted on 3/3/2025
pulling of wire in raceways, but not the installation of raceways.
MARBLE FINISHER
Loading and unloading trucks, distribution of all materials (all stone, sand, etc.), stocking of floors with material, performing all
rigging for heavy work, the handling of all material that may be needed for the installation of such materials, building of
scaffolding, polishing if needed, patching, waxing of material if damaged, pointing up, caulking, grouting and cleaning of marble,
holding water on diamond or Carborundum blade or saw for setters cutting, use of tub saw or any other saw needed for
preparation of material, drilling of holes for wires that anchor material set by setters, mixing up of molding plaster for installation
of material, mixing up thin set for the installation of material, mixing up of sand to cement for the installation of material and
such other work as may be required in helping a Marble Setter in the handling of all material in the erection or installation of
interior marble, slate, travertine, art marble, serpentine, alberene stone, blue stone, granite and other stones (meaning as to stone
any foreign or domestic materials as are specified and used in building interiors and exteriors and customarily known as stone in
the trade), carrara, sanionyx, vitrolite and similar opaque glass and the laying of all marble tile, terrazzo tile, slate tile and precast
tile, steps, risers treads, base, or any other materials that may be used as substitutes for any of the aforementioned materials and
which are used on interior and exterior which are installed in a similar manner.
MATERIAL TESTER I: Hand coring and drilling for testing of materials; field inspection of uncured concrete and asphalt.
MATERIAL TESTER II: Field inspection of welds, structural steel, fireproofing, masonry, soil, facade, reinforcing steel, formwork,
cured concrete, and concrete and asphalt batch plants; adjusting proportions of bituminous mixtures.
OPERATING ENGINEER - BUILDING
Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with Caisson Attachment; Batch Plant; Benoto (requires Two
Engineers); Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant; Combination Back Hoe Front End-loader Machine;
Compressor and Throttle Valve; Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete Conveyor (Truck Mounted);
Concrete Paver Over 27E cu. ft; Concrete Paver 27E cu. ft. and Under: Concrete Placer; Concrete Placing Boom; Concrete Pump
(Truck Mounted); Concrete Tower; Cranes, All; Cranes, Hammerhead; Cranes, (GCI and similar Type); Creter Crane; Spider Crane;
Crusher, Stone, etc.; Derricks, All; Derricks, Traveling; Formless Curb and Gutter Machine; Grader, Elevating; Grouting Machines;
Heavy Duty Self-Propelled Transporter or Prime Mover; Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists, Elevators,
outside type rack and pinion and similar machines; Hoists, One, Two and Three Drum; Hoists, Two Tugger One Floor; Hydraulic
Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment); Locomotives, All; Motor Patrol; Lubrication Technician;
Manipulators; Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump Cretes Dual Ram; Pump Cretes: Squeeze
Cretes-Screw Type Pumps; Gypsum Bulker and Pump; Raised and Blind Hole Drill; Roto Mill Grinder; Scoops - Tractor Drawn; Slip-
Form Paver; Straddle Buggies; Operation of Tie Back Machine; Tournapull; Tractor with Boom and Side Boom; Trenching Machines.
Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete Mixer (Two Bag and Over); Conveyor, Portable; Forklift Trucks;
Highlift Shovels or Front Endloaders under 2-1/4 yd.; Hoists, Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine;
Hoists, Tugger Single Drum; Laser Screed; Rock Drill (Self-Propelled); Rock Drill (Truck Mounted); Rollers, All; Steam Generators;
Tractors, All; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame.
DuPage County Prevailing Wage Rates posted on 3/3/2025
Class 3. Air Compressor; Combination Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators
(remodeling or renovation work); Hydraulic Power Units (Pile Driving, Extracting, and Drilling); Pumps, over 3" (1 to 3 not to
exceed a total of 300 ft.); Low Boys; Pumps, Well Points; Welding Machines (2 through 5); Winches, 4 Small Electric Drill Winches.
Class 4. Bobcats and/or other Skid Steer Loaders; Oilers; and Brick Forklift.
Class 5. Assistant Craft Foreman.
Class 6. Gradall.
Class 7. Mechanics; Welders.
OPERATING ENGINEERS - HIGHWAY CONSTRUCTION
Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt Heater Scarfire; Asphalt Spreader; Autograder/GOMACO
or other similar type machines: ABG Paver; Backhoes with Caisson Attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car
Dumper; Central Redi-Mix Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe Bucket or over or with
attachments); Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete Paver over 27E cu. ft.; Concrete Placer; Concrete
Tube Float; Cranes, all attachments; Cranes, Tower Cranes of all types: Creter Crane: Spider Crane; Crusher, Stone, etc.; Derricks,
All; Derrick Boats; Derricks, Traveling; Dredges; Elevators, Outside type Rack & Pinion and Similar Machines; Formless Curb and
Gutter Machine; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard
Rail Post Driver Truck Mounted; Hoists, One, Two and Three Drum; Heavy Duty Self-Propelled Transporter or Prime Mover;
Hydraulic Backhoes; Backhoes with shear attachments up to 40' of boom reach; Lubrication Technician; Manipulators; Mucking
Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck
Mounted; Rock/Track Tamper; Roto Mill Grinder; Slip-Form Paver; Snow Melters; Soil Test Drill Rig (Truck Mounted); Straddle
Buggies; Hydraulic Telescoping Form (Tunnel); Operation of Tieback Machine; Tractor Drawn Belt Loader; Tractor Drawn Belt
Loader (with attached pusher - two engineers); Tractor with Boom; Tractaire with Attachments; Traffic Barrier Transfer Machine;
Trenching; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole Drills (Tunnel Shaft); Underground Boring and/or
Mining Machines 5 ft. in diameter and over tunnel, etc; Underground Boring and/or Mining Machines under 5 ft. in diameter;
Wheel Excavator; Widener (APSCO).
Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe
Front Endloader Machine (Less than 1 cu. yd. Backhoe Bucket or over or with attachments); Compressor and Throttle Valve;
Compressor, Common Receiver (3); Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S
Series to and including 27 cu. ft.; Concrete Spreader; Concrete Curing Machine, Burlap Machine, Belting Machine and Sealing
Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or Similar Type); Drills, All; Finishing Machine - Concrete; Highlift
Shovels or Front Endloader; Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments); Hydro-Blaster; Hydro
Excavating (excluding hose work); Laser Screed; All Locomotives, Dinky; Off-Road Hauling Units (including articulating) Non Self-
Loading Ejection Dump; Pump Cretes: Squeeze Cretes - Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary
Snow Plows; Rototiller, Seaman, etc., self-propelled; Self-Propelled Compactor; Spreader - Chip - Stone, etc.; Scraper - Single/Twin
Engine/Push and Pull; Scraper - Prime Mover in Tandem (Regardless of Size); Tractors pulling attachments, Sheeps Foot, Disc,
DuPage County Prevailing Wage Rates posted on 3/3/2025
Compactor, etc.; Tug Boats.
Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver (2); Concrete Mixer (Two
Bag and Over); Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc.; Forklift Trucks; Grouting Machine; Hoists,
Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Low Boys; Pipe Jacking Machines; Post-Hole Digger;
Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than Asphalt; Seed and Straw Blower; Steam Generators; Stump
Machine; Winch Trucks with "A" Frame; Work Boats; Tamper-Form-Motor Driven.
Class 4. Air Compressor; Combination - Small Equipment Operator; Directional Boring Machine; Generators; Heaters, Mechanical;
Hydraulic Power Unit (Pile Driving, Extracting, or Drilling); Light Plants, All (1 through 5); Pumps, over 3" (1 to 3 not to exceed a
total of 300 ft.); Pumps, Well Points; Vacuum Trucks (excluding hose work); Welding Machines (2 through 5); Winches, 4 Small
Electric Drill Winches.
Class 5. SkidSteer Loader (all); Brick Forklifts; Oilers.
Class 6. Field Mechanics and Field Welders
Class 7. Dowell Machine with Air Compressor; Gradall and machines of like nature.
OPERATING ENGINEER - FLOATING
Diver. Diver Wet Tender, Diver Tender, ROV Pilot, ROV Tender
TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION
Class 1. Two or three Axle Trucks. A-frame Truck when used for transportation purposes; Air Compressors and Welding
Machines, including those pulled by cars, pick-up trucks and tractors; Ambulances; Batch Gate Lockers; Batch Hopperman; Car
and Truck Washers; Carry-alls; Fork Lifts and Hoisters; Helpers; Mechanics Helpers and Greasers; Oil Distributors 2-man
operation; Pavement Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors; Self-propelled Chip Spreader; Skipman; Slurry
Trucks, 2-man operation; Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters; Unskilled Dumpman; and Truck Drivers
hauling warning lights, barricades, and portable toilets on the job site.
Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump
Turnapulls or Turnatrailers when pulling other than self-loading equipment or similar equipment under 16 cubic yards; Mixer
Trucks under 7 yeards; Ready-mix Plant Hopper Operator, and Winch Trucks, 2 Axles.
Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump
Turnatrailers or turnapulls when pulling other than self-loading equipment or similar equipment over 16 cubic yards; Explosives
and/or Fission Material Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit; Oil Distributors, 1-man operation;
Pole Trailer, over 40 feet; Pole and Expandable Trailers hauling material over 50 feet long; Slurry trucks, 1-man operation; Winch
trucks, 3 axles or more; Mechanic--Truck Welder and Truck Painter.
Class 4. Six axle trucks; Dual-purpose vehicles, such as mounted crane trucks with hoist and accessories; Foreman; Master
DuPage County Prevailing Wage Rates posted on 3/3/2025
Mechanic; Self-loading equipment like P.B. and trucks with scoops on the front.
SURVEY WORKER
Operates survey equipment (such as levels, transits, data collectors, GPS and robotic total stations) for the purpose of performing
construction layout and/or grade checking.
SURVEY FOREMAN
Operates survey equipment (such as levels, transits, data collectors, GPS and robotic total stations) for the purpose of performing
construction layout and/or grade checking; oversees survey crew operations; and/or coordinates work of survey crews.
TERRAZZO FINISHER
The handling of sand, cement, marble chips, and all other materials that may be used by the Mosaic Terrazzo Mechanic, and the
mixing, grinding, grouting, cleaning and sealing of all Marble, Mosaic, and Terrazzo work, floors, base, stairs, and wainscoting by
hand or machine, and in addition, assisting and aiding Marble, Masonic, and Terrazzo Mechanics.
Other Classifications of Work:
For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If
a task to be performed is not subject to one of the classifications of pay set out, the Department will upon being contacted state
which neighboring county has such a classification and provide such rate, such rate being deemed to exist by reference in this
document. If no neighboring county rate applies to the task, the Department shall undertake a special determination, such
special determination being then deemed to have existed under this determination. If a project requires these, or any
classification not listed, please contact IDOL at 217-782-1710 for wage rates or clarifications.
LANDSCAPING
Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver. The work performed by
landscape plantsman and landscape laborer is covered by the existing classification of laborer. The work performed by
landscape operators (regardless of equipment used or its size) is covered by the classifications of operating engineer. The work
performed by landscape truck drivers (regardless of size of truck driven) is covered by the classifications of truck driver.
MATERIAL TESTER & MATERIAL TESTER/INSPECTOR I AND II
Notwithstanding the difference in the classification title, the classification entitled "Material Tester I" involves the same job duties
as the classification entitled "Material Tester/Inspector I". Likewise, the classification entitled "Material Tester II" involves the same
job duties as the classification entitled "Material Tester/Inspector II".
DuPage County Prevailing Wage Rates posted on 3/3/2025
DuPage County Prevailing Wage Rates posted on 3/3/2025
3
3
2
2
1-1-21
(Sheet 1 of 9)
WO
W
WILDFL
WB
WMAIN
WV
WM
VPT
VPI
VPC
VC
VERT
VP
VEH
VLT
VV
VBOX
UTIL
USFL
USEL
USGS
UNDGND
TYP
T-A
TY
TRN
TRVL
TRVS
TSC
TSCB
TS
TR
TWP
TBS
TBR
TBE
TD
TBM
TEMP
TP
TB
TEL
T.R.
T
SMK
SURF
S.E. RUN.
e
STR
ST
STY
SS
SPBGR
STA
SR
SBI
STD
WITHOUT
WITH
WILDFLOWERS
WESTBOUND
WATER MAIN
WATER VALVE
WATER METER
VERTICAL POINT OF TANGENCY
VERTICAL POINT OF INTERSECTION
VERTICAL POINT OF CURVATURE
VERTICAL CURVE
VERTICAL
VENT PIPE
VEHICLE
VAULT
VALVE VAULT
VALVE BOX
UTILITY
UPSTREAM FLOWLINE
UPSTREAM ELEVATION
U.S. GEOLOGICAL SURVEY
UNDERGROUND
TYPICAL
TYPE A
TYPE
TURN
TRAVEL
TRANSVERSE
TRAFFIC SYSTEMS CENTER
TRAFFIC SIGNAL CONTROL BOX
TRAFFIC SIGNAL
TOWNSHIP ROAD
TOWNSHIP
TO BE SAVED
TO BE REMOVED
TO BE EXTENDED
TILE DRAIN
TEMPORARY BENCH MARK
TEMPORARY
TELEPHONE POLE
TELEPHONE BOX
TELEPHONE
TANGENT RUNOUT DISTANCE
TANGENT DISTANCE
SURVEY MARKER
SURFACE
SUPERELEVATION RUNOFF LENGTH
SUPERELEVATION RATE
STRUCTURE
STREET
STORY
STORM SEWER
STEEL PLATE BEAM GUARDRAIL
STATION
STATE ROUTE
STATE BOND ISSUE
STANDARD
STANDARD 000001-08
Illinois Department of Transportation
DATE REVISIONS
January 1,
ENGINEER OF POLICY AND PROCEDURES
APPROVED January 1,
ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-97PASSED
AND PATTERNS
ABBREVIATIONS
STANDARD SYMBOLS,
1-1-19 Added new symbols.
2021
2021
and symbols.
Updated fonts, abbreviations
CUBIC MILLIMETER
CUBIC METER
CROSS SECTION
COURSE
COUNTY HIGHWAY
COUNTY
CORRUGATED METAL PIPE
CORRUGATED
CORNER
CONTINUOUS
CONTINUED
CONSTRUCT
CONCRETE
COMMERCIAL ENTRANCE
COMMERCIAL BUILDING
COMBINATION
COAT OR COURT
CLOSED LID
CLOSED
CLAY PIPE
CITY STREET
CHISELED
CERTIFIED
CENTERS
CENTERLINE TO FACE
CENTERLINE TO EDGE
CENTERLINE OR CLEARANCE
CENTER TO CENTER
CATCH BASIN
CAST IRON PIPE
CABLE
BUILDING
BUFFALO BOX
BRICK
BOULEVARD
BOTTOM
BITUMINOUS
BINDER
BENCHMARK
BEGIN
BASELINE
BARRICADE
BARN
BACKPLATE
BACK TO BACK
BACK
AXIS OF ROTATION
AVENUE
AUXILIARY GAS VALVE (SERVICE)
AUXILIARY
ASPHALT
APARTMENT
AHEAD
AGGREGATE
AERIAL SURVEYS
ADJUST
ACRE
ACCESS CONTROL
ABOVE
mm
m
XSECT
CSE
CH
CNTY
CMP
CORR
COR
CONT
CONTD
CONST
CONC
CE
C
COMB
CT
CLID
CLSD
CP
CS
CHSLD
CERT
CTS
CL-F
CL-E
CL
C-C
CB
CIP
CATV
BLDG
BBOX
BRK
BLVD
BTM
BIT
BIND
BM
BGN
BL
BARR
B
BKPL
B-B
BK
AX
AVE
AGS
AUX
ASPH
APT
AH
AGG
AS
ADJ
AC
A/C
ABV
HH
GW
GP
GUT
GND
GRVL
GR
GRAN
GIS
GV
GM
G
GALV
GAL
FRWAY
F&G
FR
FDN
FB
FL
FH
FE
OPT
FP
FAUS
FAS
FAP
FAI
FA
F-F
E
E
EXPWAY
EX
EXC
ENTR
EL
ELEC
E-E
E-CL
EOP
EB
EA
DCT
DRV
DI
DR
DSFL
DSEL
DBL
DOM
DIST
DIA
DET
DC
D
C&G
CULV
CU YD
HANDHOLE
GUY WIRE
GUY POLE
GUTTER
GROUND
GRAVEL
GRATE
GRANULAR
GEOGRAPHICAL INFORMATION SYSTEM
GAS VALVE
GAS METER
GARAGE
GALVANIZED
GALLON
FREEWAY
FRAME & GRATE
FRAME
FOUNDATION
FOOT BRIDGE
FLOW LINE
FIRE HYDRANT
FIELD ENTRANCE
FIBER OPTIC
FENCE POST
FEDERAL AID URBAN SECONDARY
FEDERAL AID SECONDARY
FEDERAL AID PRIMARY
FEDERAL AID INTERSTATE
FEDERAL AID
FACE TO FACE
OFFSET DISTANCE TO VERTICAL CURVE
EXTERNAL DISTANCE OF HORIZONTAL CURVE
EXPRESSWAY
EXISTING
EXCAVATION
ENTRANCE
ELEVATION
ELECRICAL
EDGE TO EDGE
EDGE TO CENTERLINE
EDGE OF PAVEMENT
EASTBOUND
EACH
DUCT
DRIVEWAY
DRAINAGE INLET OR DROP INLET
DRAINAGE OR DRIVE
DOWNSTREAM FLOWLINE
DOWNSTREAM ELEVATION
DOUBLE
DOMESTIC
DISTRICT
DIAMETER
DETECTOR
DEPRESSED CURVE
DEGREE OF CURVE
CURB & GUTTER
CULVERT
CUBIC YARD
STB
SQ YD
mm
m
SQ FT
SD
SPL
SE
SB
SM
SOD
SIG
SW
SHLD
SH
S
SHAP
SEED
SEC
SANS
SAN
RTE
RDWY
RD
ROW
RT
RET
RESURF
REST
REP
RC
REM
REINF
RCCP
REF
RPS
RRS
RR
R
PR
PL
P.C.
PROJ
PGL
PROF
PE
PRM
PP
PCC
POLYETH
POT
PT
PRC
PI
PC
PNT
PED
PM
PAVEMENT
PAVED
PATTERN
OPEN LID
OIL AND CHIP
OFFSET
NORTHWEST
NORTHEAST
NORTHBOUND
NORMAL CROWN
NAIL & WASHER
NAIL & CAP
NAIL & BOTTLE CAP
MOTOR FUEL TAX
MODIFIED
MOBILE HOME
MIXTURE
MILLIMETER DIAMETER
MILLIMETER
MID-ORDINATE
METHOD
METER
MEDIAN
MATERIAL
MANHOLE
MAIL BOX
MACHINE
LUMP SUM
LONGITUDINAL
LONG CHORD
LITER OR CURVE LENGTH
LINEAL FEET OR LINEAR FEET
LIGHTING
LIGHT POLE
LIGHT DETECTION AND RANGING
LEFT
LANE
LANDSCAPING
KILOMETER
KILOGRAM
JOINT
IRON ROD
IRON PIPE
INVERT
INTERSECTION DESIGN STUDY
INSTALLATION
INLET
INCH DIAMETER
IMPROVEMENT
ILLINOIS
HOUSE
HORIZONTAL
HIGHWAY
HOT MIX ASPHALT
HECTARE
HEAVY DUTY
HEADWALL
HEAD
HATCHING
PVMT
PVD
PAT
OLID
O&C
O/S
NW
NE
NB
NC
N & W
N & C
N & BC
MFT
MOD
MBH
MIX
mm DIA
mm
M
METH
m
MED
MATL
MH
MB
MACH
L SUM
LNG
LC
L
LF
LGT
LP
LIDAR
LT
LN
LS
km
kg
JT
IR
IP
INV
IDS
INST
INL
IN DIA
IMP
IL
HSE
HORIZ
HWY
HMA
ha
HDUTY
HDW
HD
HATCH
STABILIZED
SQUARE YARD
SQUARE MILLIMETER
SQUARE METER
SQUARE FEET
SPECIAL DITCH
SPECIAL
SOUTHEAST
SOUTHBOUND
SOLID MEDIAN
SODDING
SIGNAL
SIDEWALK OR SOUTHWEST
SHOULDER
SHEET
SHED
SHAPING
SEEDING
SECTION
SANITARY SEWER
SANITARY
ROUTE
ROADWAY
ROAD
RIGHT-OF-WAY
RIGHT
RETAINING
RESURFACING
RESTAURANT
REPLACEMENT
REMOVE CROWN
REMOVAL
REINFORCEMENT
REINFORCED CONCRETE CULVERT PIPE
REFLECTIVE
REFERENCE POINT STAKE
RAILROAD SPIKE
RAILROAD
RADIUS or RESIDENTUAL
PROPOSED
PROPERTY LINE
PROPERTY CORNER
PROJECT
PROFILE GRADELINE
PROFILE
PRIVATE ENTRANCE
PRIME
POWER POLE OR PRINCIPAL POINT
PORTLAND CEMENT CONCRETE
POLYETHYLENE
POINT ON TANGENT
POINT OF TANGENCY
POINT OF REVERSE CURVE
CURVE
POINT OF INTERSECTION OF HORIZONTAL
POINT OF CURVATURE
POINT
PEDESTAL
PAVEMENT MARKING
(Sheet 2 of 9)
Structure To Be Adjusted
Structure To Be Cleaned
Structure To Be Filled
Structure To Be Removed
Reconstructed
Structure To Be
Valve Vault To Be Adjusted
Special Adjustment
Item To Be Abandoned
Item To Be Moved
Item To Be Relocated
Baseline
Centerline
Centerline Break Circle
Baseline Symbol
Centerline Symbol
PI Indicator
Point Indicator
Dashed Property Line
Solid Property/Lot Line
Section/Grant Line
County/Township Line
State Line
Iron Pipe Found
Iron Pipe Set
Survey Marker
Property Line Symbol
Riprap
Water Surface Indicator
Culvert End Section
Catch Basin
Swale
Roadway Ditch Flow
Summit
Manhole
Inlet
Headwall
Ditch Check
Flowline
Aggregate Ditch
Paved Ditch
Drainage Boundary Line
Grading & Shaping Ditches
Culvert Line
Main Structure To Be Filled
Structure To Be Filled Special
Structure To Be Reconstructed Special
Storm Sewer
Pipe Underdrain
(Half Size)
Horizontal Curve Data
Quarter Section Line
Quarter/Quarter Section Line
Channel or Stream Line
STANDARD 000001-08
ADJUSTMENT ITEMS EX PR ALIGNMENT ITEMS EX PR
BOUNDARIES ITEMS EX PR
DRAINAGE ITEMS EX PR
Illinois Department of Transportation
January 1,
ENGINEER OF POLICY AND PROCEDURES
APPROVED January 1,
ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-97PASSED
AND PATTERNS
ABBREVIATIONS
STANDARD SYMBOLS,
Overflow
Sheet Flow
Hydrant Outlet
EXHYDRAULICS ITEMS PR
2021
2021
C
ADJ
F
FM
FSP
A
A
A
AB
M
REL
SP
REC
RSP
R
A
Frame and Grate To Be Adjusted
Frame and Lid To Be Adjusted
Domestic Service Box To Be Adjusted
Pavement Removal and Replacement
¡
££
T NR ELP
N TR E T N E RSame Ownership Symbol (Half Size)
Northwest Quarter Corner (Half Size)
Section Corner (Half Size)
Southeast Quarter Corner (Half Size)
Chiseled Square Found
FLLF
e=
S.E. RUN=
E=
T.R.=
P.C. STA=
P.T. STA=
L=
P.I. STA=
D=
R=
T=
¬=
EX. CURVE
e=
S.E. RUN=
E=
T.R.=
P.C. STA=
P.T. STA=
L=
P.I. STA=
CURVE
D=
R=
T=
¬=
Intermediate Contour
Index Contour
Approx. Intermediate Line
Approx. Index Line
CONTOUR ITEMS EX PR
FL
(Sheet 3 of 9)
Cleaning & Grading Limits
Dike
Erosion Control Fence
Perimeter Erosion Barrier
Temporary Fence
Ditch Check Temporary
Ditch Check Permanent
Inlet & Pipe Protection
Sediment Basin
Erosion Control Blanket
Revetment Mat
Fabric Formed Concrete
Turf Reinforcement Mat
Mulch Temporary
Mulch Method 1
Mulch Method 2 Stabilized
Mulch Method 3 Hydraulic
Noise Attn./Levee
Fence
Base of Levee
Mailbox
Pay Telephone
Advertising Sign
Contour Mounding Line
Fence
Perennial Plants
Seeding Class 2
Seeding Class 2A
Seeding Class 4
Seeding Class 4 & 5 Combined
Seeding Class 5
Seeding Class 7
Seedlings Type 1
Seedlings Type 2
Sodding
Mowstake w/Sign
Tree Trunk Protection
Evergreen Tree
Shade Tree
Duct
Conduit
Electrical Aerial Cable
Electrical Buried Cable
Controller
Underpass Luminaire
Power Pole
Shrubs
Mowline
Fence Post
Field Line
Multiple Mailboxes
STANDARD 000001-08
CONTROL ITEMS
EROSION & SEDIMENT
EX PR
IMPROVEMENT ITEMS
NON-HIGHWAY
EX PR
(contd.)
LANDSCAPING ITEMS
EXISTING
EX PR
LANDSCAPING ITEMS EX PR
LIGHTING EX PR
Illinois Department of Transportation
January 1,
ENGINEER OF POLICY AND PROCEDURES
APPROVED January 1,
ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-97PASSED
AND PATTERNS
ABBREVIATIONS
STANDARD SYMBOLS,
*
*
ITS Camera
Wind Turbine
Cellular Tower
Intelligent Transportation Systems
2021
2021
T
E
E
(Sheet 4 of 9)
Pull Point
Handhole
Heavy Duty Handhole
Junction Box
Light Unit Comb.
Electrical Ground
Traffic Flow Arrow
Light Unit-1
Keyed Long. Joint
Keyed Long. Joint w/Tie Bars
Sawed Long. Joint w/Tie Bars
Bituminous Shoulder
Bituminous Taper
Stabilized Driveway
Widening
RR Crossing
Raised Marker Amber 1 Way
Raised Marker Amber 2 Way
Raised Marker Crystal 1 Way
Two Way Turn Left
Shoulder Diag. Pattern
Skip-Dash White
Skip-Dash Yellow
Stop Line
Solid Line
Double Centerline
Dotted Lines
(Half Size)
High Mast Pole
Handicap Symbol
STANDARD 000001-08
(contd.)
LIGHTING
EX PR
PAVEMENT (MISC.)EX PR
PAVEMENT MARKINGS EX PR
Illinois Department of Transportation
January 1,
ENGINEER OF POLICY AND PROCEDURES
APPROVED January 1,
ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-97PASSED
AND PATTERNS
ABBREVIATIONS
STANDARD SYMBOLS,
2021
2021
H
JJ
H
P P
(Sheet 5 of 9)
Urban Left Turn Arrow
Urban Right Turn Arrow
Urban Left Turn Only
Urban Right Turn Only
Urban Thru Only
Abandoned Railroad
Railroad
Railroad Point
Control Box
Crossing Gate
Flashing Signal
Railroad Cant. Mast Arm
Crossbuck
Removal Tic
Bituminous Removal
Hatch Pattern
Future ROW Corner Monument
ROW Marker
ROW Line
Easement
Temporary Easement
Urban Combination Left
Urban Combination Right Tree Removal Single
STANDARD 000001-08
(contd.)
PAVEMENT MARKINGS
EX PR
RAILROAD ITEMS EX PR
EX PR
EX PR
Illinois Department of Transportation
January 1,
ENGINEER OF POLICY AND PROCEDURES
APPROVED January 1,
ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-97PASSED
AND PATTERNS
ABBREVIATIONS
STANDARD SYMBOLS,
2021
2021
REMOVAL ITEMS
RIGHT OF WAY ITEMS
RRPM 40' (12.2 m) o.c.
CL Multilane Div.
RRPM 80' (24.4 m) o.c.
CL Multilane Div.
RRPM 80' (24.4 m) o.c.
CL Multilane Div. Dbl.
CL Multilane Undiv.
Two Way Turn Left Line
RRPM 12.2 m (40') o.c.
CL 2Ln 2Way
RRPM 80' (24.4 m) o.c.
CL 2Ln 2Way
Urban LT & RT Turn Arrow
Urban Thru Arrow
Rural Left Turn Arrow
Rural Right Turn Arrow
Rural Left Turn Only
Rural Right Turn Only
Rural Thru Only
Urban U-Turn
Urban Combined U-Turn
Rural Combination Left
Rural Combination Right
Bike Lane Symbol
Bike Lane Text
AND PATTERNS
ABBREVIATIONS
STANDARD SYMBOLS,
STANDARD 000001-08
Illinois Department of Transportation
January 1,
ENGINEER OF POLICY AND PROCEDURES
APPROVED January 1,
ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-97PASSED
(contd.)
PAVEMENT MARKINGS
EX PR
Bike Path Shared
Bike Shared Roadway
2021
2021
Wrong Way Arrow
Lane Drop Symbol
Rural Thru Arrow
Rural Lt & Rt Turn Arrow
(Sheet 6 of 9)
I
SINGLE
LANE
AHEAD
ROAD
CONSTRUCTION
AHEAD
ROAD
CLOSED
AHEAD
RIGHT LANE
CLOSED
AHEAD
LEFT LANE
CLOSED
AHEAD
DETOUR
AHEAD
9
(Sheet 7 of 9)
Edge of Pavement
and C&G Line
Bit Shoulders, Medians
Aggregate Shoulder
Sidewalks, Driveways
Guardrail
Guardrail Post
Traffic Sign
Corrugated Median
P.I. Indicator
Point Indicator
Earthworks Balance Point
Begin Point
Vert. Curve Data
Cone, Drum or Barricade
Barricade Type II
Barricade Type III
Barricade With Edge Line
Flashing Light Sign
Panels I
Panels II
Direction of Traffic
Ditch Profile Left Side
Ditch Profile Right Side
Roadway Profile Line
Storm Sewer Profile Left Side
Storm Sewer Profile Right Side
(Half Size)
Sign Flag
(Half Size)
Detour Ahead W20-2(O)
(Half Size)
Road Closed Ahead W20-3(O)
(Half Size)
Reverse Left W1-4L
(Half Size)
Reverse Right W1-4R
(Half Size)
Two Way Traffic Sign W6-3
(Half Size)
Transition Right W4-2R
(Half Size)
Transition Left W4-2L
(Half Size)
Road Construction Ahead W20-1-(O)
(Half Size)
Right Lane Closed Ahead W20-5R(O)
(Half Size)
Single Lane Ahead
(Half Size)
Left Lane Closed Ahead W20-5L(O)
Slope Limit Line
Match Line
Typical Cross-Section Line
Access Control Line
Access Control Line & ROW
ROW with Fence
Access Control Line &
Excess ROW Line
(Half Size)
North Arrow with District Office
Cable Barrier
Concrete Barrier
Impact Attenuator
STANDARD 000001-08
(contd.)
RIGHT OF WAY ITEMS
EX PR
ITEMS
ROADWAY PLAN
EX PR
ROADWAY PROFILES EX PR
SIGNING ITEMS EX PR
(contd.)
SIGNING ITEMS
EX PR
Illinois Department of Transportation
January 1,
APPROVED January 1,
ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-97PASSED
AND PATTERNS
ABBREVIATIONS
STANDARD SYMBOLS,
ENGINEER OF POLICY AND PROCEDURES
2021
2021
STA. 45+00
VPI
ELEV
L
E
=
=
=
=
VPI
ELEV
L
E
=
=
=
=
ROAD CLOSED
TO
THRU TRAFFIC
ROAD
CLOSED
STOP
HERE
ON
RED
STOP
HERE
ON
RED
KEEP
RIGHT
KEEP
RIGHT
KEEP
LEFT
KEEP
LEFT
LEFT
TURN
LANE
DETOUR
DETOUR
ONE WAY
ONE WAY
(Sheet 8 of 9)
Cable Number
Left Turn Green
Left Turn Yellow
Signal Backplate
Walk/Don't Walk Letters
Walk/Don't Walk Symbols
Galv. Steel Conduit
Underground Cable
Detector Loop Line
Detector Loop Large
Detector Loop Small
Detector Loop Quadrapole
Bridge Pier
Box Culvert Barrel
Box Culvert Headwall
Bridge
Retaining Wall
Temporary Sheet Piling
(Half Size)
Left Turn Lane R3-I100L
(Half Size)
Keep Left R4-7AL
(Half Size)
Keep Left R4-7BL
(Half Size)
Keep Right R4-7AR
(Half Size)
Keep Right R4-7BR
(Half Size)
Stop Here On Red R10-6-AL
(Half Size)
Stop Here On Red R10-6-AR
(Half Size)
No Left Turn R3-2
(Half Size)
No Right Turn R3-1
(Half Size)
Road Closed R11-2
(Half Size)
Road Closed Thru Traffic R11-2
(Half Size)
Detour M4-10L-(O)
(Half Size)
Detour M4-10R-(O)
(Half Size)
One Way Left R6-1L
(Half Size)
One Way Right R6-1R
(Half Size)
One Way Arrow Lrg. W1-6-(O)
(Half Size)
Two Way Arrow Large W1-7-(O)
Signal Section 8'' (200 mm)
Signal Section 12'' (300 mm)
STANDARD 000001-08
(contd.)
SIGNING ITEMS
EX PR STRUCTURES ITEMS EX PR
ITEMS
TRAFFIC SHEET
EX PR
ITEMS
TRAFFIC SIGNAL
EX PR
Illinois Department of Transportation
January 1,
ENGINEER OF POLICY AND PROCEDURES
APPROVED January 1,
ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-97PASSED
AND PATTERNS
ABBREVIATIONS
STANDARD SYMBOLS,
2021
2021
G
Y
DW
W
G
Y
DW
W
(Sheet 9 of 9)
Detector Raceway
Aluminum Mast Arm
Steel Mast Arm
Veh. Detector Magnetic
Conduit Splice
Controller
Gulfbox Junction
Wood Pole
Temp. Signal Head
Handhole
Heavy Duty Handhole
Junction Box
Ped. Pushbutton Detector
Ped. Signal Head
Power Pole Service
Priority Veh. Detector
Signal Head
Signal Head w/Backplate
Signal Post
Controller
Double Handhole
Fire Hydrant
Handhole
Heavy Duty Handhole
Junction Box
Light Pole
Manhole
Power Pole
Splice Box Above Ground
Telephone Pole
Traffic Signal
Water Meter Valve Box
Above Ground
Telephone Splice Box
Deciduous Tree
Evergreen Tree
Stump
Stream or Drainage Ditch
Waters Edge
Water Surface Indicator
Water Point
Disappearing Ditch
Marsh
Marsh/Swamp Boundary
Bush or Shrub
Woods & Bush Line
Vegetation Line
Orchard/Nursery Line
GuyWire or Deadman Anchor
Profile Line
Aerial Power Line
Cable TV
Electric Cable
Fiber Optic
Gas Pipe
Oil Pipe
Sanitary Sewer
Telephone Cable
Water Pipe
Double Handhole
Closed Circuit TV
Video Detector System
Pipeline Warning Sign
Power Pole with Light
Sanitary Sewer Cleanout
Traffic Signal Control Box
Water Meter
STANDARD 000001-08
ITEMS (contd.)
TRAFFIC SIGNAL
UTILITY ITEMS
UNDERGROUND
EX PR EX PR ABANDONED
(contd.)
UTILITY ITEMS
EX PR
VEGETATION ITEMS EX PR
UTILITIES ITEMS EX PR
ITEMS
WATER FEATURE
EX PR
Illinois Department of Transportation
January 1,
ENGINEER OF POLICY AND PROCEDURES
APPROVED January 1,
ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-97PASSED
AND PATTERNS
ABBREVIATIONS
STANDARD SYMBOLS,
2021
2021
Monitoring Well (Gasoline)MW
C
H
J
"E"
V
C
H
J
V
H
J
TS
H
J
ROAD
AHEAD
CONSTRUCTION
ROAD
AHEAD
WORK
ROAD
AHEAD
CONSTRUCTION
ROAD
AHEAD
WORK
SIDEWALK
CLOSED
USE OTHER
SIDE
SIDEWALK
CLOSED
SIDEWALK
CLOSED
USE OTHER
SIDE
projects
construction
contract
W20-I103(0)-48 for
projects
and utility
maintenance
W20-1(0)-48 for
Or
Or
projects
construction
contract
W20-I103(0)-48 for
projects
and utility
maintenance
W20-1(0)-48 for
R11-I101-2418
road work traffic control.
Omit whenever duplicated by
4-1-16
10' (3 m) Spacing
25' (8 m) Spacing
Work area
permanent support
Sign on portable or
Barricade or drum
barricade
Cone, drum or
Type lll barricade
(Sheet 1 of 2)
1
1
1
1
R11-I102-2430 R11-I102-2430
1
unless otherwise shown.
All dimensions are in inches (millimeters)
detail on Standard 701901.
positioned as shown in "ROAD CLOSED TO ALL TRAFFIC"
Type lll barricades and R11-2-4830 signs shall be
ends of the actual closures.
The SIDEWALK CLOSED signs shall be used at the
the corners across the street from the closure.
occurs at a corner, the signs shall be erected on
to each end of the closure. Where the closure
placed at the nearest crosswalk or intersection
The SIDEWALK CLOSED / USE OTHER SIDE sign shall be
whenever possible.
provided on the same side of the closed facilities
The temporary pedestrian facilities shall be
accessible.
Temporary facilities shall be detectable and
roadway traffic is affected.
other Traffic Control & Protection Standards when
This Standard must be used in conjunction with
performed.
traffic must be rerouted due to work being
This Standard is used where, at any time, pedestrian(1.2 m)4' min.typical
Parking space,
channelizing barricade
Detectable pedestrian
1-1-12
plan views. Renamed Std.
Modified appearance of
Added SIDEWALK DIVERSION.
covered in the std. spec.
from standard as this is
Omitted orange safety fence
STANDARD 701801-06
CROSSWALK CLOSURE
SIDEWALK, CORNER OR
SIDEWALK DIVERSION
SIDEWALK CLOSURE
GENERAL NOTES
SYMBOLS
Illinois Department of Transportation
2016
APPROVED 2016
ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-97PASSED
ENGINEER OF SAFETY ENGINEERING
April 1,
April 1,
DATE REVISIONS
ROAD
AHEAD
CONSTRUCTION
ROAD
AHEAD
WORK
SIDEWALK
CLOSED
USE OTHER
SIDE
SIDEWALK
CLOSED
SIDEWALK
CLOSED
SIDEWALK
CLOSED
USE OTHER
SIDE
SIDEWALK
CLOSED
USE OTHER
SIDE
ROAD
AHEAD
CONSTRUCTION
ROAD
AHEAD
WORK
SIDEWALK
CLOSED
USE OTHER
SIDE
SIDEWALK
CLOSED
USE OTHER
SIDE
ROAD
CLOSED
AHEAD
Or
projects
construction
contract
W20-I103(0)-48 for
projects
and utility
maintenance
W20-1(0)-48 for
Or
projects
construction
contract
W20-I103(0)-48 for
projects
and utility
maintenance
W20-1(0)-48 for
R11-I101-2418
R11-I101-2418
Spacing
10' (3 m)
R3-1-2424
(Sheet 2 of 2)
1
1
R11-I102-2430
R11-I102-2430
R11-I102-2430
1
1
1
R3-2-2424
R20-3(O)-48
1
1
R11-I102-2430
R11-I102-2430
STANDARD 701801-06
CROSSWALK CLOSURE
SIDEWALK, CORNER ORIllinois Department of Transportation
2016
APPROVED 2016
ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-97PASSED
ENGINEER OF SAFETY ENGINEERING
April 1,
April 1,
CORNER CLOSURE
CROSSWALK CLOSURE
*
*
**
*
*
***(450-900)18-36(700)28min.4' (1.2 m)min.24 (600)(900)36min.
18 (450)min.5' (1.5 m)min.
4' (1.2 m)
(600)
24
(900)36(300)12(200)8(900)36(Sheet 1 of 3)
min.
4' (1.2 m)min.36 (900)(100)4min.36 (900)min.
24 (600)min.36 (900)min.
24 (600)(100)4Orange(100)4(700 - 900)28 - 36Posted speed < 45 mph
STANDARD 701901-08
TUBULAR MARKER VERTICAL PANEL
TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE
BARRICADE
DIRECTION INDICATOR
DRUM
VERTICAL BARRICADE
CHANNELIZING BARRICADE
DETECTABLE PEDESTRIAN
GENERAL NOTES
DATE REVISIONS
orange to white background.
SPEED LIMIT sign from
Revised END WORK ZONE1-1-18
1-1-19(700 - 900)28 - 36CONES
Any posted speed
DAYTIME USE
Any posted speed Any posted speed>36 (900)DAY OR NIGHTTIME USE
(100-150)
4-6
(100-150)
4-6
added cones >36" (900 m) height.
Revised cone usage and
DEVICES
TRAFFIC CONTROL(200-300)8-12max.2 (50)(150)6(150)6Warning lights (if required)
unless otherwise shown.
All dimensions are in inches (millimeters)
pavement surface.
All heights shown shall be measured above the(200-300)8-12(100)4(100)4(100)4(100)4(200-300)8-12(200-300)8-12(150)6(150)6(300)
12 (150)6(150)6(100)4(100)4(50)2(150)6(75 - 100)3 - 4min.
3 (75)(100)4(100)4(200-300)
8-12
4-6 (100-150)
4-6 (100-150)
POST MOUNTED
Orange Orange Orange
Illinois Department of Transportation
January 1,2019
APPROVED January 1,2019
ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-13ENGINEER OF SAFETY PROG. AND ENGINEERING
APPROVED
"'-
MAX W IDTH
XX XX
X M ILES
AHEAD
NEXT X MILES
CONSTRUCTION
ROAD
CONSTRUCTION
END
(IF SPECIFIED)
SIGN
STOP SLOW
END
WORK ZONE
SPEED LIMIT
MINIMUM
$XXX FINE
LIMIT
SPEED
XX
ZONE
WORK
ENFORCED
PHOTO
(1.8 m - 3.6 m)
6' - 12'
FRONT SIDE REVERSE SIDE(100)4(125)5(600)
24
(125)
5
(175)
7
(400)
16 (175)7(125)5(600)24(600 - 3 m)
24 - 10'min.8' (2.4 m)(Sheet 2 of 3)(1.8 m - 2.1 m)6' - 7'R2-1-3648
R2-I106p-3618
G20-I104(0)-6036 G20-I105(0)-6024
W12-I103-4848
XX'-XX" width and X miles are variable.
G20-I103-6036
STANDARD 701901-08
POST MOUNTED SIGNS
SIGNS ON TEMPORARY SUPPORTS
HIGH LEVEL WARNING DEVICE
WIDTH RESTRICTION SIGN
FLAGGER TRAFFIC CONTROL SIGN
SPEED ZONE SIGNS
HIGHWAY CONSTRUCTION
WORK LIMIT SIGNING
DEVICES
TRAFFIC CONTROLEdge of pavement**
(if required)
Warning light
wood post
Metal or
6' (1.8 m) urban
4' (1.2 m) rural
embedment
5' (1.5 m) min.
of pavement
Elevation of edge
7' (2.1 m) min. urban
5' (1.5 m) min. rural
edge of the paved shoulder.
face of curb or 6' (1.8 m) to the outside
this dimension shall be 24 (600) to the
When curb or paved shoulder are present**
of curb
or face
pavement
Edge of
of pavement
Elevation of edge
completely above the devices.
shall be sufficient to be seen
behind other devices, the height
be 5' (1.5 m) min. If located
four days, this dimension shall
When work operations exceed***min. ***12 (300)Orange flags
18x18 (450x450)
lane highways.
Dual sign displays shall be utilized on multi-
within 2 miles (3200 m).
the end of the job unless another job is
END CONSTRUCTION sign shall be erected at
ject limits.
be placed 500' (150 m) in advance of pro-
ROAD CONSTRUCTION NEXT X MILES sign shall
2 miles (3200 m) or more in length.
This signing is required for all projects
W21-Ill5(0)-3618
R10-I108p-3618 ****
or as allowed by District Operations.
Sign assembly as shown on Standards
above sign assembly is used.
This sign shall be used when the
under the juristiction of the State.
R10-I108p shall only be used along roadways****
8 (200) Federal series C
(15)
32
19
(513)
20 2
1
7 (180) Federal series BR.1 (40)21 (90)321Illinois Department of Transportation
January 1,2019
APPROVED January 1,2019
ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-13ENGINEER OF SAFETY PROG. AND ENGINEERING
APPROVED
ROAD
CLOSED
ROAD CLOSED
TO
THRU TRAFFIC
ROAD CLOSED
TO
THRU TRAFFIC
min.
4' (1.2 m)
min.
5' (1.5 m)min.(600)24min.6' (1.8 m)min.7' (2.1 m)min.30 (750)min.4' (1.2 m)min.7' (2.1 m)min.
8' (2.4 m)
(8 m)
25'100' (30 m) max.30' (9.1 m) min.(Sheet 3 of 3)
A
A
STANDARD 701901-08
ARROW BOARDS
SECTION A-A
TEMPORARY RUMBLE STRIPS
PLAN
TYPICAL INSTALLATION
TYPE III BARRICADES CLOSING A ROAD
TYPICAL APPLICATIONS OF
24 (600) ±
MOUNTED
TRAILER
TYPE C
MOUNTED
ROOF OR TRAILER
TYPE B
MOUNTED
ROOF
TYPE A
DEVICES
TRAFFIC CONTROL213 (90) ±Weep holes
Traffic1 (45) ±4
3
Epoxy channels
stepped or smooth
Face may be
(13) ±212
13 (90) ±
Traffic
(8 m)
25'
(60 m) ±
200
(60 m) ±
200
(8 m)
25'
(8 m)
25'
(60 m) ±
200 warning signs
advance
Construction
(1.5 m)
5'
min.
12 (300)
min.
12 (300)
R11-4
Pavement
flasher
Type A
ROAD CLOSED TO THRU TRAFFIC
directly in front of the barricade.
on NCHRP 350 temporary sign supports
not available, the signs may be mounted
sign panel which meets NCHRP 350 is
Type III barricade with an attached
both sides of the barricades. If a
Reflectorized striping shall appear on
ROAD CLOSED TO ALL TRAFFIC
in front of the barricade.
NCHRP 350 temporary sign support directly
available, the sign may be mounted on an
sign panel which meets NCHRP 350 is not
If a Type III barricade with an attached
on the back side of the barricades.
Reflectorized striping may be omitted
Pavement
shoulder
Edge of
R11-2flasher
Type A
max.
6 (150)
max.
6 (150)
max.
6 (150)
Illinois Department of Transportation
January 1,2019
APPROVED January 1,2019
ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-13ENGINEER OF SAFETY PROG. AND ENGINEERING
APPROVED
(50)2(100)4(100)4Edge of pavement
White
Yellow
White (100)4(180)7(40)211Edge of pavement
Yellow
(3.05 m)
10'
(9.15 m)
30'
(9.15 m)
30'
(3.05 m)
10'
White
As specified
As specified
DIVIDED UNDIVIDED
Edge of pavement(100)4(50)2(100)4(50)2(300)12(100)4(100)4(180)7(100)4(600)
24
(3.05 m)
10'
(600)
24
(600)
24
the Engineer.
As directed by
(7.6 m)
25'
(7.6 m)
25'
(15.2 m)
50'
(600)
24
Engineer.
by the
as directed
8' (2.4 m) or
(1.8 m)6'(6.1 m)20'Std. R
(400)16
unless otherwise shown.
All dimensions are in inches (millimeters)
1-1-15
(Sheet 1 of 3)
of the MUTCD.
as placed by Table 2C-4, Condition B
to the Advance Warning Sign (W10-1)
should be located directly adjacent
is used, a portion of the symbol
When the pavement marking symbol
each lane.
be placed adjacent to each other in
lanes and separate RXR symbols shall
shall extend across all approach
On multi-lane roads, the stop lines
may vary according to lane width.
The transverse spread of the "X"
NOTES
1-1-14
'LANE-REDUCTION ARROW'.
'LANE DROP ARROW' detail to
Added bike symbol. Renamed
to center line.
present. Stop line placed perpendicular
rail or 8' (2.4 m) back from gate, if
Approximately 15' (4.5 m) from nearest
for stop line at RR crossing.
bike symbol. Revised note
Added symbols. Revised
STANDARD 780001-05
MARKINGS
TYPICAL PAVEMENT
LANE AND EDGE LINES
2 LANE MULTI LANE
RAILROAD-HIGHWAY GRADE CROSSING
PAVEMENT MARKINGS AT
Lane ¡
Illinois Department of Transportation
January 1,2015
APPROVED January 1,2015
ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-97PASSED
ENGINEER OF OPERATIONS
DATE REVISIONS
(Sheet 2 of 3)
a
a
Height
Legend
Size
Arrow
a
6' (1.8 m)Small 2.9 (74)
8' (2.4 m)Large 3.8 (96)
6' (1.8 m) legend and 4 (100) for 8' (2.4 m) legend.
numerals should be approximately 3 (75) for
The space between adjacent letters or
STANDARD 780001-05
MARKINGS
TYPICAL PAVEMENT
LETTER AND ARROW GRID SCALE
Illinois Department of Transportation
January 1,2015
APPROVED January 1,2015
ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-97PASSED
ENGINEER OF OPERATIONS
between words)
and word or
(Between arrow
50' (15 m): rural
20' (6 m): urban Large size: ruralSmall size: urban(1.2 m)
4'
(3 m)
10'
(600)
24
(2.7 m)
9'
(2.4 m)
8'
(1.75 m)
5'-9"(838)33(838)33(600)2420°Dir
ecti
on of Vi
ewEdge of Pavem
ent
(5 m)
16'-6"(750)30(750)
30 (3 m
)10'(200)8(200)8(1.0 m)
3'-4"(1.8 m)6'-0"Use mirror image for left lane.
Right lane-reduction arrow shown.
(Sheet 3 of 3)(1.8 m)6'-0"(1.8 m)6'-0"(1.0 m)
3'-4"(1.8 m)6'-0"(1.02 m)3'-4"8' (2.4 m): rural6' (1.8 m): urban(914)
36 (1.04 m)3'-5"(Arrow is optional.)
STANDARD 780001-05
MARKINGS
TYPICAL PAVEMENT
LANE-REDUCTION ARROW WORD AND ARROW LAYOUT
WRONG WAY ARROW
SYMBOL
SHARED LANE
ACCESSILITY
SYMBOL OF
INTERNATIONAL
BIKE SYMBOL
Illinois Department of Transportation
January 1,2015
APPROVED January 1,2015
ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-97PASSED
ENGINEER OF OPERATIONS
CLOSED
ROAD
Sign R11-2 or R11-4 mounted as shown.
Type III Barricades with Standard
barricade.
equipment to use road shoulder for passing
Resident traffic and day labor force's
passage of traffic.
Use when shoulders are too narrow for
min.
12 (300)
min.
12 (300)60' (18.3 m) max.30' (9.1 m) min.unless otherwise shown.
All dimensions are in inches (millimeters)
be appropriate for the specific job conditions.
the local authority considers this protection to
This case is for use on rural local roads where
be utilized where needed.
legends on orange reflectorized backgrounds shall
minimum dimensions of 36x36 (900x900) and black
Although not shown, advance warning signs with
which traffic is to pass.
that stripes slope downward toward the side on
of barricades. Barricades shall be positioned so
Reflectorized striping shall appear on both sides
Type III barricades to be width of pavement only.
1-1-09
1-1-98
English (metric).
Switched units to
Rev. 4th General Note.
Rev. "R11-1" to "R11-4".
STANDARD B.L.R. 17-4
DAY LABOR CONSTRUCTION
TRAFFIC CONTROL DEVICES -
ONE DAYLIGHT PERIOD
RURAL OPERATIONS EXCEEDING
TWO-LANE, TWO-WAY TRAFFIC,
GENERAL NOTES
Illinois Department of Transportation
January 1,2009
APPROVED January 1,2009
ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-97PASSED
ENGINEER OF LOCAL ROADS AND STREETS
DATE REVISIONS
ROAD
AHEAD
WORK
AHEAD
MOWING
ROAD
AHEAD
WORK
AHEAD
MOWING
4 miles (6 km), whichever is less.
length of one-half day's operation or
authority but in no case to exceed the
distance to be determined by the local
the work area is 700' (215 m). Maximum
Minimum distance between the sign and*
* Varies
* Varies
W20-1(O)-36
W21-I101(O)-36
Work area
orange flag attached.
Sign with 18x18 (450x450) min.
CLEANING DITCHES
SHOULDER REPAIR
CRACK POURING
BITUMINOUS RESURFACING
SURFACE MAINTENANCE
WEED SPRAYING
SPREADING AGGREGATE
MOWING
unless otherwise shown.
All dimensions are in inches (millimeters)
be appropriate for the specific job conditions.
the local authority considers this protection to
This case is for use on rural local roads where
not required.
When fluorescent signs are used, orange flags are
reflectorized background.
36x36 (900x900) and have black legend on an orange
All warning signs shall have minimum dimensions of
shoulder respectively.
minutes on the pavement or 60 minutes on the
may be used when operations do not exceed 15
Applicable operations illustrated in Standard 701301
for all maintenance vehicles while in operation.
Flashing lights or rotating beacons are required
pavment.
are restricted at all times to one side of the
All vehicles, equipment, men, and their acitvities
to fit field conditions.
Longitudinal dimensions may be adjusted slightly
with flashing lights.
shall be protected by Type I or Type II barricades
drop off greater than 3 (75) in the work area
Any unattended obstacle, excavation, or pavement
day's operation.
All signs are to be removed at completion of the
approximately 400' (120 m).
The distance between the two signs shall be
operation or 4 miles (6 km), whichever is less.
case to exceed the length of one-half day's
area shall be a minimum of 400' (120 m) but in no
The distance between this sign and the work
the ROAD WORK AHEAD sign and the work area.
sign, shall be installed in each direction between
(6 kph), a ONE LANE AHEAD, or other appropriate
stationary or moving at a speed less than 4 mph
When operations are on the pavement and
than 1000' (300 m).
between work areas at intervals not greater
lanes shall be available for traffic movement
traffic. At least 500' (150 m) of both traffic
traffic lane, leaving the opposite lane open to
Maintenance operations shall be confined to one
1-1-15
1-1-09
one General Note.
English (metric). Moved
Switched units to
Corrected RWA sign number.
STANDARD B.L.R. 18-6
DAY LABOR MAINTENANCE
TRAFFIC CONTROL DEVICES-
DAY OPERATIONS ONLY
RURAL OPERATIONS
TWO-LANE, TWO-WAY TRAFFIC
TYPICAL APPLICATIONS
GENERAL NOTES
SYMBOLS
Illinois Department of Transportation
January 1,2015
APPROVED January 1,2015
ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-97PASSED
ENGINEER OF LOCAL ROADS AND STREETS
DATE REVISIONS
I
I
I
I
I
ROAD
AHEAD
CONSTRUCTION
ROAD
AHEAD
WORK
ONE LANE
ROAD
AHEAD
ROAD
AHEAD
CONSTRUCTION
ROAD
AHEAD
WORK
ROAD
CLOSED
ROAD
CLOSED
AHEAD
ONE LANE
ROAD
AHEAD
ROAD
AHEAD
CONSTRUCTION
ROAD
AHEAD
WORK
4 3
1
2
2
111
1 1
max.
100' (30 m)
R11-2
min.
100' (30 m)
W20-1(0)-48
Or
W20-I103(0)-48
W20-4(0)-48
Type l or Type ll barricades
Type lll barricades
W20-3(0)-48
W20-1(0)-48
W20-I103(0)-48 Or
Type l or Type ll Barricades
(60 m)200'W20-4(0)-48
projects
and utility
maintenance
For
W20-1(0)-48
projects
construction
contract
For
W20-I103(0)-48
Or
One way / one lane operation
SIGN SPACING
Posted Speed Sign Spacing
55
50-45
<45
500' (150 m)
350' (100 m)
200' (60 m)
Work area
(not required for moving operations)
Cone, drum or barricade
Flagger with traffic control sign
Sign on portable or permanent support
Barricade or drum with flashing light
Type III barricade with flashing lights 20' (6 m) centers.
Cones, drums or barricades at
may be doubled.
used. the interval between devices
Type I or Type II barricades are
at 50' (15 m) centers. When drums or
(75 m). Additional cones may be placed
Cones at 25' (8 m) centers for 250'
For approved sideroad closures.
for distances.
Refer to SIGN SPACING TABLE1
2
3
4 unless otherwise shown.
All dimensions are in inches (millimeters)
of one traffic lane in an urban area.
encroach on the pavement requiring the closure
activities
night, any vehicle, equipment, workers or their
This Standard is used where at any time, day or
1-1-11
1-1-09
Corrected sign No.'s.
English (metric).
Switched units to
Revised flagger sign.
W20-7(O)-48
W20-7(O)-48
STANDARD 701501-06
2L, 2W, UNDIVIDED
URBAN LANE CLOSURE,
SYMBOLS
GENERAL NOTES
Illinois Department of Transportation
January 1,2011
APPROVED January 1,2011
ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-97PASSED
ENGINEER OF SAFETY ENGINEERING
DATE REVISIONS