Resolution 2019-23 Resolution No. 2019-23
A RESOLUTION OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY,
ILLINOIS,AUTHORIZING THE EXECUTION OF A CONTRACT WITH LITE
CONSTRUCTION,MONTGOMERY,IL,FOR THE CONSTRUCTION OF THE
PUBLIC WORKS MATERIALS STORAGE SHED IN THE
AMOUNT NOT TO EXCEED $249,700.
WHEREAS, the United City of Yorkville, Kendall County, Illinois (the "City") is a duly
organized and validly existing municipality of the State of Illinois pursuant to the 1970 Illinois
Constitution and the Illinois Municipal Code, as from time to time amended (the "Municipal
Code") (65 ILCS 5/65-1-1-2, et seq.); and,
WHEREAS, it is in the best interest of the City to enter into a contract with Lite Construction,
Montgomery, Illinois, for construction of the Public Works Materials Storage Shed substantially
in the form attached hereto marked as"Exhibit B".
NOW,THEREFORE,BE IT RESOLVED,by the Mayor and City Council of the United
City of Yorkville, Kendall County, Illinois, as follows:
Section 1. That the City is hereby committed to meet all of the requirements as set forth
in"Exhibit B".
Section 2. That the Mayor and City Clerk are hereby authorized and directed to execute
the contract, Resolution of Authorization and to undertake any and all actions as may be required
to implement the terms of the contract.
Resolution No.2019-23
Page 1
Section 3. That this Resolution shall be in full force and effect from and after its passage
and approval as provided by law.
Passed by the Mayor and City Council of the United City of Yorkville, Kendall County,
Illinois this 27th day of August, 2019.
KEN KOCH AYE DAN TRANSIER AYE
JACKIE MILSCHEWSKI AYE ARDEN JOE PLOCHER AYE
CHRIS FUNKHOUSER AYE JOEL FRIEDERS AYE
SEAVER TARULIS AYE JASON PETERSON AYE
Mayor -
Attest:
City Clerk
Resolution No.2019-23
Page 2
Exhibit B
UNITED CITY OF YORKVILLE
800 GAME FARM ROAD
YORKVILLE,ILLINOIS 60560
CONTRACT
THIS CONTRACT made this 04#1 day of , 2019,by and between the
United City of Yorkville, an Illinois municipal corporation hereinafter called the "Owner" and
L.1 Tom- (��jQA , '1G, located at �'I 6► Lg�[@ , 1�7d1a.�ar,�?ry xL
hereinafter called the"Contractor".
WITNESSETH:
WHEREAS, the Owner has heretofore solicited Bid Proposals for all labor and materials
necessary to complete the work specified in the Invitation To Bid the Construction of the Public
Works Materials Storage Shed;
WHEREAS,the Owner has found that the Contractor is the lowest responsible bidder for
said work and has awarded the Contractor this contract for said work.
NOW,THEREFORE, for and in consideration of their mutual promises and agreements,
the parties hereto do hereby agree as follows:
1. The Contractor agrees to furnish all materials, supplies, tools, equipment, labor and other
services necessary to commence and complete the Snow Removal Services proposal in
accordance with the conditions and prices stated in the Invitation to Bid, Instructions to
Contractors—General Conditions,Special Conditions,Insurance Requirements,Specifications
and Plans, Bid Proposal, and Detail Exception Sheet all of which are made a part hereof and
herein called the".Contract Documents".
2. The Owner will pay the Contractor in the amounts, manner and at times as set forth in the
Contract Documents.
IN WITNESS WHEREOF,the parties hereto have executed,or caused to be executed by
their duly authorized officials,this Contract as of the day and year first above written:
OWNER: UNITED ITY OF YORKVILLE
By:
Mayor
Attest:
CO CTOR:
City Clerk By:
nature
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Print ame and Title
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EST • •
INVITATION TO BID
THE CONSTRUCTION OF THE
PUBLIC WORKS MATERIALS STORAGE SHED
Deadline:
Friday, August 2, 2019
at 9:00 a.m.
TABLE OF CONTENTS
LegalNotice ..........................................................................................................................3
Instructions To Bidders - General Conditions ......................................................................4
SpecialConditions ................................................................................................................12
InsuranceRequirements ........................................................................................................1 5
General Special Provisions ...................................................................................................18
Bid Sheet
DetailException Sheet ..........................................................................................................38
EquipmentList ......................................................................................................................39
SubcontractorListing ............................................................................................................40
References .............................................................................................................................42
Contract .................................................................................................................................44
Exhibit A -
ExhibitB ...............................................................................................................................50
Exhibit C
ExhibitD ...............................................................................................................................104
UNITED CITY OF YORKVILLE, ILLINOIS
LEGAL NOTICE
INVITATION FOR BID
The United City of Yorkville, Illinois will accept sealed bids for the Construction of the Public
Works Material Storage Shed.
Sealed bids will be received at the address listed below until Friday, August 2, 2019 at 9:00
a.m. local time. Bids will be publicly opened and read aloud at the date and time stated above.
Proposals not physically received by the date and time listed above will be returned, unopened to
the firm. Emailed or faxed bids will not be accepted.
All proposals should be addressed to:
United City of Yorkville
Re: (vendor name)
Invitation to Bid— Material Storage Shed
Attention: Carri Parker, Purchasing Manager
800 Game Farm Road
Yorkville, IL 60560
Proposal packets are available online at http://www.yorkviIle.il.us. The link can be found under
the Business Tab-Bids & RFPs. Additional packets may be picked up at the United City of
Yorkville City Hall, 800 Game Farm Road, Yorkville, IL 60560. Please contact the Purchasing
Manager to schedule a time to pick up the packet.
Bidders are advised of the following requirements of this contract: 1. Applicability of Illinois
Prevailing Wage Act, 2. 10% bid security with the bid submittal, 3. performance bond on award
of contract, and 4. labor and material payment bond on award of contract.
Any questions regarding this Legal Notice or actual bid specifications shall be directed to Carri
Parker, Purchasing Manager in writing at cparker4yorkville.il.us not less than ten (10) business
days prior to the scheduled bid opening date.
The bidder shall at all times observe and conform to all laws, ordinances, and regulations of the
Federal, State, and City which may in any manner affect the preparation of bids or the
performance of the contract.
Carri Parker
Purchasing Manager
UNITED CITY OF YORKVILLE, ILLINOIS
INSTRUCTIONS TO BIDDERS - GENERAL CONDITIONS
These Instructions to Bidders and General Conditions apply to all bids requested and accepted by
the City and become a part of the contract unless otherwise specified. Bidders or their authorized
representatives are expected to fully inform themselves as to the conditions, requirements, and
specifications before submitting bids. The City assumes that submission of a bid means that the
Bidder has familiarized himself with all conditions and intends to comply with them unless noted
otherwise.
1. Forms — All bids must be submitted on the forms provided, complete with all blank spaces
filled in and properly signed in ink in the proper spaces and submitted in a sealed envelope.
All bid forms may be obtained from the United City of Yorkville City Hall, 800 Game
Farm Road, Yorkville, IL 60560. Please contact the Purchasing Manager to schedule a
time to pick up the packet. When completed deliver to the United City of Yorkville City
Hall, Attn. Cam Parker, Purchasing Manager, 800 Game Farm Road, Yorkville, IL 60560
prior to the bid opening date and time. Bids must be identified as such on the outside of the
sealed envelope by marking the envelope "SEALED BID" and with the following
information: Company's name, address, item bid, date and time of opening. Bidders may
attach separate sheets for the purpose of explanation, exception, or alternative proposal and
to cover required unit prices.
2. Submittal of Bid — Bids must be submitted to the attention of the Cam Parker, Purchasing
Manager at the above address no later than Friday, August 2, 2019 at 9:00 a.m. local
time. Bids arriving after the specified time will not be accepted. Mailed bids which are
delivered after the specified hour will not be accepted regardless of postmarked time on the
envelope. Bidders should carefully consider all bid delivery options and select a method
that will successfully deliver their bid by the required time and date.
3. Examination of Bid Forms, Specifications, and Site —The bidder shall carefully examine
the bid forms which may include the invitation to bid, instruction to bidders, general
conditions, special conditions, plans, specifications, bid form, bond, contract, and any
addenda to them, and sites of the proposed work (when known) before submitting the bid.
The bidder shall verify all measurements relative to the work, shall be responsible for the
correctness of same. The bidder will examine the site and the premises and satisfy
themselves as to the existing conditions under which the bidder will be obligated to
operate. Failure of the bidder to notify the City, in writing, of any condition(s) or
measurement(s) making it impossible to carry out the work as shown and specified, will be
construed as meaning no such conditions exist and no additional moneys will be added to
the contract. The successful bidder must notify all utility companies that are a part of
J.U.L.I.E. of the responsibility of each utility company to locate its utilities.
The submission of the bid shall be considered conclusive evidence that the bidder has
investigated and is satisfied as to all conditions to be encountered in performing the work.
and is fully informed as to character, quality, quantities, and costs of work to be performed
and materials to be furnished, and as to the requirements of the bid forms. If the bid is
accepted, the bidder will be responsible for all errors in his proposal resulting from his
failure or neglect to comply with these instructions, and the City shall not be responsible for
any charge for extra work or change in anticipated profits resulting from such failure or
neglect.
4. Scope of Work — The bidder shall supply at required supervision, skilled labor,
transpiration, new materials, apparatus, and tools necessary for the entire and proper
completion of the work. The bidder shall supply, maintain and remove all equipment for
the performance of the work and be responsible for the safe, proper and lawful
construction, maintenance and use of the same. This work shall be completed to the
satisfaction of the City. The bidder shall provide adequate protection of the job site to
protect the general public and adjacent property. The City is not responsible for site safety.
The bidder is solely and exclusively responsible for construction means, methods,
technologies and site safety.
5. Interpretation of Bid Documents — Questions regarding bid documents, discrepancies,
omissions, or intent of the specifications or plans shall be submitted in writing to the
Purchasing manager at cparkerna,yorkville.il.us at least ten (10) working days prior to
opening of bids to provide time for issuing and forwarding an addendum. Any
interpretations of the Contract Documents will be made only by addendum duly issued or
delivered by the City to each person receiving a set of bid documents. The City will not be
responsible for any other explanations for interpretations of the Contract Documents.
Letters, requested interpretations, clarifications, and/or explanations shall be so noted on
the outside of the envelope and on the first page of the letter with the words,
INTERPRETATION REQUEST. Letters not property marked will not be considered as a
formal request. Any letter received within ten working days of the bid date will be returned
unopened.
6. Bid Guarantee — Unless specifically waived, each bid shall be accompanied by a bid
security in an amount of ten percent (10%) or such other percentage as stated in the
supplementary conditions of the full amount of the bid in the form of a certified or bank
cashier's check or bid bond. In a reasonable time after the bid opening, bid deposits of all
except the three lowest responsible bidders will be released. The remaining deposits will
be released after the successful bidder has entered into the contract and furnished the
required insurance and bonds. The bid deposit shall become the property of the City if the
successful bidder within fourteen (14) days from awarding the contract refuses or is unable
to comply with the contract requirements, not as a penalty, but as liquidated damages.
7. Receiving Bids — Bids received prior to the time of opening will be securely kept,
unopened. The Purchasing manager, whose duty it is to open them will decide when the
specified time has arrived, and no bid received thereafter will be considered. No
responsibility will be attached to the Purchasing manager or the City for the premature or
nonopening of a bid not properly addressed and identified, except as otherwise provided by
law.
8. Late and Fax Bids — Bids arriving after the specified time, whether sent by mail, courier,
or in person, will not be accepted and will be refused and returned unopened. It is the
bidder's responsibility for timely delivery regardless of the methods used. Mailed bids
which are delivered after the specified hour will not be accepted regardless of postmarked
time on the envelope. Facsimile machine transmitted bids will not be accepted, nor will the
City transmit bid documents to prospective bidders by way of a facsimile machine.
9. Completeness — All information required by the Invitation to Bid must be supplied to
constitute a responsive bid. The Bidder's submittal shall include the completed Bid Sheet
found in the contract documents. The City will strictly hold the bidder to the terms of the
bid. The bid must be executed by a person having the legal right and authority to bind the
bidder.
10. Error in Bids — When an error is made in extending total prices, the unit bid price and/or
written words shall govern. Otherwise, the bidder is not relieved from errors in bid
preparation. Erasures in bids must be explained over signature of bidder.
11. Withdrawal of Bids — A written request for the withdrawal of a bid or any part thereof
may be granted if the request is received by the Purchasing manager prior to the specified
time of opening. After the opening, the bidder cannot withdraw or cancel his bid for a
period of forty-five (45) calendar days, or such longer time as stated in the bid documents.
12. Bidder Interested in More than One Bid — Unless otherwise specified, if more than one
bid is offered by any one party, by or in the name of his or their agent, partner, or other
persons, all such bids may be rejected. A party who has quoted prices on work, materials,
or supplies to other bidders is not thereby disqualified from quoting prices to other bidders
or from submitting a bid directly for the work, materials, or supplies.
13. Bidder's Qualifications — No award will be made to any bidder who cannot satisfy to the
City that they have sufficient ability and experience in this class of work, as well as
sufficient capital and equipment to do the job and complete the work successfully within
the time named (i.e. responsible). The City's decision or judgment on these matters shall
be final and binding. The City may make such investigations as it deems necessary. The
bidder shall furnish to the City all information and data the City may request for the
purpose of investigation.
14. Bid Award for All or Part— Unless otherwise specified, bids shall be submitted for all of
the work or items for which bids are requested. The City reserves the right to make award
on all items, or any of the items, according to the best interests of the City.
15. Samples — Samples or drawings requested shall be delivered and removed at no cost to the
City. The City shall not be responsible for damage to samples. Samples shall be removed
by the bidder within thirty (30) days after notification. Samples must be submitted prior to
the time set for the opening of bids.
16. Equipment or Materials — Each bidder shall submit catalogs, descriptive literature, and
detailed drawings necessary to fully describe those features or the material or work not
covered in the specifications. The parts and materials bids must be of current date (latest
model) and meet specifications. This provision excludes surplus, remanufactured, and used
products except as an alternate bid. The brand name and/or manufacturer of each item
proposed must be clearly- stated in the bid. Guarantee and/or warranty information must be
included with this bid.
17. Toxic Substance— Prior to delivery of any material which is caustic, corrosive, flammable
or dangerous to handle, the supplier shall provide written directions as to methods of
handling such products, as well as the antidote or neutralizing material required for its first
aid (Material Safety Data Sheet).
18. Delivery — Where applicable all materials shipped to the City must be shipped F.O.B.
delivered, designated location, Yorkville, Illinois. If delivery is made by truck,
arrangements must be made in advance by the bidder, with concurrence by the City. for
receipt of the materials. The materials must be delivered where directed. Truck deliveries
will be accepted at the Public Works Facility between 7:00 AM and 3:30 PM and at all
other City locations 8:00 AM and 4:00 PM, weekdays only.
19. Estimated Bid Ouantities — On "Estimated Quantities", the City may purchase more or
less than the estimates. The Contractor shall not be required to deliver more than ten (10)
percent in excess of the estimated quantity of each item, unless otherwise agreed upon.
20. Trade Names — Alternative Bid — When an item is identified in the specifications by a
manufacturer's or trade name or catalog number, the bidder shall bid upon the item so
identified.
If the specifications state "or equal" bids on other items will be considered, provided the
bidder clearly identifies in his proposal the item to be furnished, together with any
descriptive matter which will indicate the character of the item.
Bidders desiring to bid on items which deviate from these specifications, but which they
believe are equivalent, are requested to submit alternate bids. However, ALTERNATE
BIDS MUST BE CLEARLY INDICATED AS SUCH AND DEVIATIONS FROM THE
APPLICABLE SPECIFICATIONS PLAINLY NOTED. The bid must be accompanied by
complete specifications for the items offered. Bidders wishing to submit a secondary bid
must submit it as an alternate bid.
The City shall be the sole and final judge unequivocally as to whether any substitute from
the specifications is of equivalent or better quality.
21. Price — Unit prices shall be shown for each unit on which there is a bid as well as the
aggregate price and shall include all packing, crating, freight and shipping charges, and cost
of unloading at the destination unless otherwise stated in the bid.
Unit prices shall not include any local, state, or federal taxes. The City is exempt, by law,
from paying State and City Retailer's Occupation Tax, State Service Occupation and Use
Tax and Federal Excise Tax. The City will supply the successful bidder with its tax
exemption number.
Cash discounts will not be considered in determining overall price but may be used in an
overall evaluation.
22. Consideration of Bid — No bid will be accepted from or contract awarded to any person,
firm or corporation that is in arrears or is in default to the City upon any debt or contract, or
that is a defaulter, as surety or otherwise, upon any obligation to the City or had failed to
perform faithfully any previous contract with the City.
The bidder, if requested, shall present within 48 hours evidence satisfactory to the City of
performance ability and possession of necessary facilities, pecuniary recourses and
adequate insurance to comply with the terms of these specifications and contract
documents.
23. Award or Resection —The City reserves the right to reject and/or award any and all bids or
parts thereof and to waive formalities and technicalities according to the best interests of
the City. Any bid submitted will be binding for forty-five (45) days subsequent to the date
of the bid opening. A contract will be awarded to the lowest responsible bidder complying
with the conditions of the contract documents only when it is in the best interest of the City
to accept the bid. The City shall be the sole judge of compliance with the specifications
and reserves the right to accept or reject any and/or all bids or parts thereof.
24. Execution of Contract — The successful bidder shall, within fourteen (14) days after
notification of the award: (a) enter into a contract in writing with the City covering all
matters and things as are set forth in the specifications and his bid and (b) carry insurance
acceptable to the City, covering public liability, property damage, and workmen's
compensation.
After the acceptance and award of the bid and upon receipt of a written purchase order
executed by the proper officials of the City, this Instruction to Bidders, including the
specifications, will constitute part of the legal contract between the United City of
Yorkville and the successful bidder.
25. Performance and Labor and Material Payment Bonds — Unless specifically waived or
amended in the Special Conditions, the successful bidder shall furnish at the time of
execution of the contract a performance bond for the full amount of the contract acceptable
in form and surety to the City to guarantee the completion of any work to be performed by
the contractor under the contract
Unless specifically waived or amended in the Special Conditions, the successful bidder
shall furnish at the time of execution of the contract a bond for the full amount of the
contract acceptable in form and surety to the City conditioned upon the faithful
performance and completion of the contract, payment of material used in such work, and
for all labor performed in such work including by subcontractors.
In the event that the bidder fails to furnish the bonds within 14 days after notification of the
award, then the bid guarantee shall be retained by the City as liquidated damages and not as
a penalty. It is agreed that the sum is a fair estimate of the amount of damages that the City
will sustain due to the bidder's failure to furnish the bonds.
26. Compliance with All Laws — All work under the contract must be executed in accordance
with all applicable federal, state, and local laws, ordinances, rules, and regulations which
may in any manner affect the preparation of the bid or performance of the contract.
27. Prevailing Wage — Not less than the prevailing rate of wages as established by the City
shall be paid by the Contractor and each subcontractor to its laborers, workers, and
mechanics constructing public works under this contract as determined by the Illinois
Department of Labor pursuant to the Prevailing Wage Act (820 ILCS 130/0.01 et seq.). It
shall be the responsibility of the Contractor to monitor the prevailing wage rates for any
increase in rates during the contract and adjust wage rates accordingly. The current
prevailing wage rates are available on the Illinois Department of Labor web site at
www.state.ii.us/agency/ido1.
The Contractor and its subcontractors shall comply with Section 5 of the Act that requires
the Contractor and its subcontractors to submit to the City monthly certified payroll records
along with a statement affirming that such records are true and accurate, that the wages paid
to each worker are not less than the required prevailing rate and that the Contractor or
subcontractor is aware that filing records it knows to be false is a Class B misdemeanor.
Each month's certified payroll(s) must be filed with the City before the end of the next
month or prior to payment by the City for work that includes that payroll.
28. Compliance with the Substance Abuse Prevention on Public Works Projects Act—The
Contractor and its Subcontractors shall comply with the Substance Abuse Prevention on
Public Works projects Act (820 ILCS 265/1 et seq.) and prior to commencing work on a
"public works" project (as defined in the Prevailing Wage Act) file with the City its
program to comply with the Act or file that portion of its collective bargaining agreement
that deals with the matters covered by the Act.
29. Equal Employment Opportunity — During the performance of the contract and/or
supplying of materials, equipment, and suppliers, bidder must be in full compliance with all
provisions of the Acts of the General Assembly of the State of Illinois relating to
employment, including equal opportunity requirements.
30. Contract Alterations — No amendment of a contract shall be valid unless made in writing
and signed by the City Manager or his authorized agent.
31. Notices—All notices required by the contract shall be given in writing.
32. Nonassignability —The Contractor shall not assign the contract, or any part thereof, to any
other person, firm, or corporation without the previous written consent of the City Manager.
Such assignment shall not relieve the Contractor from his obligations or change the terms
of the contract.
33. Default — The City may terminate a contract by written notice of default to the Contractor
if:
• fails to make delivery of the materials or perform the services within the time
specified in the proposal, or
• fails to make progress so as to endanger performance of the contract, or
• fails to provide or maintain in full force and effect, the liability and indemnification
coverages or performance bond as required.
If the City terminates the contract, the City may procure supplies or services similar to
those so terminated, and the Contractor shall be liable to the City for any excess costs for
similar supplies and services, unless the Contractor provides acceptable evidence that
failure to perform the contract was due to causes beyond the control and without the fault or
negligence of the Contractor.
34. Inspection — The City shall have a right to inspect, by its authorized representative, any
material, components, or workmanship as herein specified. Materials, components, or
workmanship that has been rejected by the authorized representative as not in accordance
with the terms of the specifications shall be replaced by the Contractor at no cost to the
City.
35. Supplementary Conditions — Wherever special conditions are written into the
specifications or supplementary conditions which are in conflict with conditions stated in
these Instructions to Bidder, the conditions stated in the specifications or supplementary
conditions shall take precedence.
36. Permits and Licenses — The successful bidder and their subcontractor(s) shall obtain, at
their own expense, all permits and licenses which may be required to complete the contract.
Fees for all City permits, and licenses shall be waived.
37. Bidder's Certification — - In compliance with the Illinois State Law that requires each
bidder to file a certification regarding bid rigging and bid rotating and that it is not
delinquent in its taxes, the bidder shall file with its bid the attached Bid Proposal
Certification.
38. Chante Orders — After the contract award, changes in or additions to the work and/or a
change in the amount of money to be paid to the bidder must be the result of an approved
change order first ordered by the Director of the lead department and approved by the City
Administrator and/or City Board.
39. Time of Completion — The successful bidder shall completely perform its bid in strict
accordance with its terms and conditions within the number of consecutive calendar days
after notification of award of the contract as stated in the bid proposal.
40. Payment — Payment will be made within thirty (30) days after acceptance of the job by the
City after the completion of the work as covered within the contract documents.
41. Guarantees and Warranties — All guarantees and warranties required shall be furnished
by the successful bidder and shall be delivered to the City before final payment on the
contract is issued.
42. Waiver of Lien — where applicable a waiver of lien and contractor's affidavit must be
submitted by the successful bidder, verifying that all subcontractors and material invoices
have been paid prior to the City approving final payment.
43. Bid Schedule—
Selection Process Steps Estimated Date(s)
Release of Invitation to Bid (ITB) Friday, July 5, 2019
Pre-Bid Meeting(Optional) Monday, July 15, 2019
Final Date for Contractors to Submit Questions Friday, July 26, 2019 at 12:00 p.m.
Addenda posted Tuesday, July 30, 2019 at 12:00 p.m.
Proposals Due Friday, August 2, 2019 at 9:00 a.m.
Public Works Committee Contract Approval Tuesday, August 20, 2019
City Council Contract Approval Tuesday, August 27, 2019
Pre-Construction Meeting (mandatory) Wednesday, September 4, 2019
Not to proceed Monday, September 9, 2019
Project Completion Deadline November 1, 2019
UNITED CITY OF YORKVILLE, ILLINOIS
SPECIAL CONDITIONS
1. Bidders Qualifications. If requested, the interested Bidder must provide a detailed statement
regarding the business and technical organization of the Bidder that is available for the work
that is contemplated. Information pertaining to financial resources, experiences of personnel,
previously completed projects, plant facilities, and other data may also be required to satisfy
the City that the Bidder is equipped and prepared to fulfill the Contract should the Contract
be awarded to him. The competency and responsibility of Bidders and of their proposed
subcontractors will be considered in making awards.
If requested by the City, the Bidder shall include a complete list of all equipment and
manpower available to perform the work intended on the Plans and Specifications. The list
of equipment and manpower must prove to the City that the Bidder is well qualified and able
to perform the work, and it shall be taken into consideration in awarding the Contract. The
list shall be included with the sealed bid package.
The City may make such investigations as it deems necessary, and the Bidder shall furnish to
the City under oath, if so required, all such information and data for this purpose as the City
may request. A responsible Bidder is one who meets all of the following requirements:
• Have adequate financial resources or the ability to secure such resources.
• Have the necessary experience, organization, and technical qualifications, and has or can
acquire, the necessary equipment to perform the proposed Contract.
• Is able to comply with the required performance schedule or completion date, taking into
account all existing commitments.
• Has a satisfactory record of performance, integrity,judgment, and skills.
• Is qualified and eligible to receive an award under all applicable laws and regulations.
If the Bidder possesses a current Illinois Department of Transportation "Certificate of
Eligibility" with an amount for the work specified at least equal to the minimum amount of
qualification indicated on the Legal Notice, he may choose to provide the City a copy of the
certificate in lieu of providing the above-mentioned Bidders Qualification requirements.
2. Basis of Payment. The Contractor shall submit with each payment request the Contractor's
Partial Waiver of Lien for the full amount of the requested payment. Beginning with the
second payment request, and with each succeeding payment request, the Contractor shall
submit partial waivers of lien for each subcontractor and supplier showing that the amount
paid to date to each is at least equivalent to the total value of that subcontractor's work, less
retainage, included on the previous payment request. The Contractor's request for final
payment shall include the Contractor's Final Waiver of Lien which shall be for the full
amount of his Contract, including any change orders thereto, and Final Waivers of Lien from
all subcontractors and suppliers for which Final Waivers of Lien have not previously been
submitted.
3. Project Acceptance Procedures. All final pay item quantities shall be agreed upon between
the City and the Contractor, and a final invoice shall be submitted by the Contractor,
complete with all required waivers of lien and surety. Approval of the final pay estimate by
the Director of Public Works shall constitute acceptance of the project by the United City of
Yorkville, and written notice of such action shall be given to the Contractor. The date of
approval of the final pay estimate shall be the Date of Acceptance and shall also be the date
of the Start of Guarantee.
Prior to the required Date(s) of Substantial Completion, a partial project acceptance may be
granted in accordance with the foregoing procedure for entire project acceptance, with the
exception that the pay estimate for the quantities of items included in the partial project
acceptance shall not be the final pay estimate for the entire project. In the case of the City's
acceptance of any portion of the work as may be required because of the inclusion of a Date
of Substantial Completion requirement, or for other reasons as may be agreed to by the
United City of Yorkville, such partial acceptance action shall not constitute acceptance of any
other portion of the project not noted in the written notice of partial acceptance which shall
be provided to the Contractor by the Director of Public Works.
4. General Guarantee. Neither the final certificate of payment nor any provision in the
Contractor Documents, nor partial or entire occupancy of the premises by the City, shall
constitute an acceptance of work not done in accordance with the Contract Documents or
relieve the Contractor of liability in respect to any express warranties or responsibility for
faulty materials or workmanship. The Contractor shall remedy any defects in the work and
pay for any damage to other work resulting therefrom, which shall appear within a period of
one (1) year from the date of final acceptance of the work unless a longer period is specified.
The United City of Yorkville will give notice of observed defects with reasonable
promptness. The Contractor shall guarantee all materials and workmanship as defined by the
Performance Bond, Labor and Material Payment Bond, and Maintenance Bond requirements.
Unless otherwise amended in writing by the Director of Public Works, the date of the Start of
any Guarantees, Warranties and Maintenance Bonds shall be coincident with the Date of
Acceptance of the entire project.
5. Maintenance Bond. The Maintenance Bond shall be in a penal sum of twenty percent (20%)
of the final Contract amount for a period of one (1) year after the date of acceptance of the
entire project. The Contractor may elect to reduce the Performance Bond, and the Labor and
Material Bond to twenty percent (20%) of the final Contract amount in lieu of a separate
Maintenance Bond. Such bond shall guarantee the work against defective workmanship and
materials for a period of not less than one (1)year following acceptance of work.
6. Termination of*Contract. The United City of Yorkville reserves the right to terminate the
whole or any part of this Contract, upon written notice to the Contractor, in the event that
sufficient funds to complete the Contract are not appropriated by the Board of Trustees of the
United City of Yorkville.
The United City of Yorkville further reserves the right to terminate the whole or any part of
this Contract, upon written notice to the Contractor, in the event of default by the Contractor.
Default is defined as failure of the Contractor to perform any of the provisions of this
Contract, or failure to make sufficient progress so as to endanger performance of this
Contract in accordance with its terms. In the event of default and termination, the United
City of Yorkville may procure, upon such terms and in such manner as the United City of
Yorkville may deem appropriate, supplies or services similar to those so terminated.
The Contractor shall be liable for any excess costs for such similar supplies or service unless
acceptable evidence is submitted to the United City of Yorkville that failure to perform the
Contract was due to causes beyond the control and without the fault or negligence of the
Contractor.
7. Notification of Work. The Contractor shall notify the City's Director of Public Works 48
hours prior to commencement of work and 24 hours prior to each inspection at 630.878.7102.
8. Cleaning. During construction, the Contractor and his subcontractors shall remove from the
premises, rubbish, waste material, and accumulations, and shall keep the premises clean. The
Contractor shall keep the premises clean during construction to the satisfaction of the
Director of Public Works.
9. Restoration. The calculation of quantities and limits of Restoration which will be allowed for
payment will be in accordance with the "Standard Specifications." Restoration, fill sand,
stone, etc., required outside of the limits as indicated in the Contract Documents will be
considered incidental to the Contract. The Contractor shall at all times maintain all
equipment and materials within the limits of restoration as specified.
10. Removal and Replacement. All removal and replacement items will be marked and measured
for payment prior to removal by the Contractor. Any removal beyond these lines will be
replaced to the satisfaction of the Director Public Works with no additional compensation.
11. BusinessiResident Notification. The Contractor shall not close any street or private driveway
without the consent of the Director of Public Works, and the proper notification of the
affected business/resident.
12. Use of Fire Hydrants. No fire hydrants shall be used to obtain water for non-emergency use.
Contact the City's Director of Public Works at 630.878.7102 for access.
UNITED CITY OF YORKVILLE, ILLINOIS
INSURANCE REQUIREMENTS
Contractor shall procure and maintain, for the duration of the contract, insurance against claims
for injuries to persons or damages to property, which may arise from or in connection with the
performance of the work hereunder by the Contractor, his agents, representatives, employees, or
subcontractors.
I. Minimum Scone Of Insurance
Coverage shall be at least as broad as:
A. Insurance Services Office Commercial General Liability Occurrence Form CG 0001 with
the City named as additional insured; on a form at least as broad as the endorsement in
paragraph 10 including ISO Additional Insured Endorsement CG 2026, CG 2010.
B. Owners and Contractors Protective Liability (OCP) policy is required with the City as
insured (for contracts with subcontractors and projects that are inherently dangerous).
C. Insurance Service Office Business Auto Liability Coverage Form Number CA 0001,
Symbol 01 "Any Auto."
D. Workers' Compensation as required by the Worker's Compensation Act of the State of
Illinois and Employers' Liability insurance.
E. Builder Risk Property Coverage with City as loss payee.
H. Minimum Limits Of Insurance
Contractor shall maintain limits no less than if required under above scope:
A. Commercial General Liability: $1,000,000 combined single limit per occurrence for
bodily injury, personal injury, and property damage. The general aggregate shall be twice
the required occurrence limit. Minimum General Aggregate shall be no less than
$2,000,000 or a project/contract specific aggregate of$1,000,000.
B. Owners and Contractors Protective Liability (OCP): $1,000,000 combined single limit
per occurrence for bodily injury and property damage.
C. Businesses Automobile Liability: $1,000,000 combined single limit per accident for
bodily injury and property damage.
D. Workers' Compensation and Employers' Liability: Workers' Compensation coverage with
statutory limits and Employers' Liability limits of$1,000,000 per accident.
E. Builder's Risk shall insure against "All Risk" of physical damage, including water damage
(flood and hydrostatic pressure not excluded), on a completed value, replacement cost
basis. (Protection against loss of materials during construction, renovation, or repair of a
structure.)
F. Umbrella Excess Insurance: $3,000,000. "Following form" of the underlying and excess
policies including listing the City as an additional insured.
III. Deductibles And Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to and approved by the City. At the
option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured
retentions as respects the City, its officials, agents, employees, and volunteers; or the Contractor
shall procure a bond guaranteeing payment of losses and related investigation, claim
administration, and defense expenses.
IV. Other Insurance Provisions
The policies are to contain, or be endorsed to contain, the following provisions:
A. General Liability and Automobile Liability Coverages
I. The City, its officials, agents, employees, volunteers and Engineering Enterprises, Inc.
are to be covered as additional insureds as respects: liability arising out of the
Contractor's work, including activities performed by or on behalf of the Contractor;
products and completed operations of the Contractor; premises owned, leased, or used
by the Contractor; or automobiles owned, leased, hired, or borrowed by the
Contractor. The coverage shall contain no special limitations on the scope of
protection afforded to the City, its officials, agents, employees, volunteers and
Engineering Enterprises, Inc.
2. The Contractor's insurance coverage shall be primary as respects the City, its officials,
agents, employees, and volunteers. Any insurance or self-insurance maintained by the
City, its officials, agents, employees, and volunteers shall be excess of Contractor'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 City, its officials, agents, employees, and volunteers.
4. The Contractor's insurance shall contain a Severability of Interests/Cross Liability
clause or language stating that Contractor's insurance shall apply separately to each
insured against whom claim is made or suit is brought, except with respect to the
limits of the insurer's liability.
5. If any commercial general liability insurance is being provided under an excess or
umbrella liability policy that does not "follow form," then the Contractor shall be
required to name the City, its officials, agents, employees, and volunteers as
additional insureds.
6. All general liability coverages shall be provided on an occurrence policy form.
Claims-made general liability policies will not be accepted.
B. All Coverages
Each insurance policy shall be endorsed to state that coverage shall not be suspended,
voided, cancelled, reduced in coverage, or in limits except after thirty (30) days prior
written notice by certified mail, return receipt requested, has been given to the City.
V. Acceptability Of Insurers
Insurance is to be placed with insurers with a Best's rating of no less than A-, VII, and licensed to
do business in the State of Illinois.
VI. Verification Of Coverasie
Contractor shall furnish the City with certificates of insurance naming the City, its officials,
agents, employees, volunteers and Engineering Enterprises, Inc. as additional insureds, and with
original endorsements affecting coverage required by this clause. The certificates 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 received and approved
by the City before any work commences. Other additional insured endorsements may be utilized,
if they provide a scope of coverage at least as broad as the coverage stated in paragraph 10, such
as ISO Additional Insured Endorsements CG 2026 or CG 2010. The City reserves the right to
request full certified copies of the insurance policies and endorsements.
VII. Subcontractors
Contractor 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.
VII1. Assumption Of Liability
The contractor assumes liability for all injury to or death of any person or persons including
employees of the contractor, any subcontractor, any supplier, or any other person and assumes
liability for all damage to property sustained by any person or persons occasioned by or in any
way arising out of any work performed pursuant to this agreement.
IX. Indemnity/Hold Harmless Provision
To the fullest extent permitted by law, the Contractor hereby agrees to defend, indemnify, and
hold harmless the City, its officials, agents, and employees, against all injuries, deaths, loss,
damages, claims, patent claims, suits, liabilities,judgments, cost, and expenses, which may in
anywise accrue against the City, its officials, agents, and employees, arising in whole or in part or
in consequence of the performance of this work by the Contractor, its employees, or
subcontractors, or which may anywise result therefore, except that arising out of the sole legal
cause of the City, its agents, or employees, the Contractor shall, at its own expense, appear,
defend, and pay all charges of attorneys and all costs and other expenses arising therefore or
incurred in connections therewith, and, if any judgment shall be rendered against the City, its
officials, agents, and employees, in any such action, the Contractor shall, at its own expense,
satisfy and discharge the same.
Contractor expressly understands and agrees that any performance bond or insurance policies
required by this contract, or otherwise provided by the Contractor, shall in no way limit the
responsibility to indemnify, keep, and save harmless and defend the City, its officials, agents, and
employees as herein provided.
X. Additional Insured Endorsement
The "WHO IS AN INSURED" section of the policy/coverage document shall be amended to
include as an insured, the City, but only with respect to liability arising out of your work. For
purpose of this endorsement, "arising out of your work" shall mean: (1) Liability the Additional
Insured may incur resulting from the actions of a contractor it hires, (2) Liability the Additional
Insured may incur for negligence in the supervision of the Named Insured Contractors work, (3)
Liability the Additional Insured may incur for failure to maintain safe worksite conditions, and
(4) Liability the Additional Insured may incur due to joint negligence of the Named Insured
Contractor and the Additional Insured.
GENERAL SPECIAL PROVISIONS
X1. Location of improvements
The Public Works Materials Storage Shed will be located at 610 Tower Lane, United City of
Yorkville, Kendall County, Illinois. The project limits are defined in the plans.
XII. Description of improvements
This project consists of completing improvements in accordance with the United City of
Yorkville Public Works Storage Facility Plans and all applicable specifications. These
improvements include but are not limited to pavement and concrete slab removal, installation of
new concrete pavement, concrete footings, concrete walls, construction of a 30'x80', 5-bay
wood-frame and metal-sided material storage building and other ancillary work necessary to
complete this contract.
XIII. Subcontractor approval
Prior to awarding the contract to the lowest qualified bidder, the selected general contractor must
submit a list of all subcontractors and material suppliers for approval by the City. The City
reserves the right to reject any subcontractor or material supplier for any reason. This same
requirement applies to any subcontractor or material supplier being substituted for another after
construction has started.
XIV. Construction observation
Prior to the installation of any material, construction observation and any required testing shall be
coordinated with Engineering Enterprises, Inc. (EEI). The Engineer will require a minimum of 48
hours notice prior to the scheduling of any such work items and a minimum of 24 hours notice
prior to the cancellation of any proposed work items that have been scheduled for observation.
The contact for EEI shall be provided at the pre-construction conference.
XV. Control of work and prosecution and progress
It is the intent of the United City of Yorkville that the project be constructed in an orderly and
timely manner. The Contractor shall take special note of the provisions of Article 105.05, Article
108.01 and Article 108.02 of the Standard Specifications, which shall be adhered to.
The work on this project shall be completed by November 1, 2019. No extensions will be
permitted in accordance with Article 108.08(b) of the "Standard Specifications for Road and
Bridge Construction", adopted April 1, 2016. Should the Contractor fail to complete the work by
November 1, 2019, he/she will be held liable to the United City of Yorkville pursuant to amounts
specified in the Supplemental Specification for Section 108 "Prosecution and Progress."
XVI. Pre-bid site visit
All bidders are encouraged to visit the site prior to preparation of bid. Submission of the bid is
acknowledgement that the Bidder is aware of and accepting of existing conditions prior to the
installation of the improvements.
XVII. Pre-construction conference
Following the award of the Contract, the Contractor will be required to attend a Preconstruction
Conference prior to beginning work. At that time, the Contractor will be required to furnish as a
minimum, but not limited to: Written progress schedule, Names of Project Manager and Field
Superintendent, names of Sub Contractors and material suppliers, name of person responsible for
traffic control installation and maintenance, and name of the contact person and emergency
phone numbers of the Contractor's representative for contact after construction hours.
A Preconstruction Conference Notice will be sent to the Contractor to notify him/her of the
complete listing of items to be furnished at the meeting, as well as the time and location of the
meeting and the required personnel.
XVIII. Construction debris
The following shall be added to the third paragraph of Article 202.03 of the Standard
Specifications:
-The Contractor shall not conduct any generation, transportation, or recycling of construction
or demolition debris, clean or general or uncontaminated soil generated during construction,
remodeling, repair, and demolition of utilities structures, and roads that is not commingled with
any waste, without the maintenance of documentation identifying the hauler, generator. place of
origin of the debris or soil, the weight or volume of'the debris or soil, and the location, owner,
and operator of the facility where the debris or soil was transferred, disposed, recycled, or
treated. This documentation must be maintained by the Contractor for 3 years. "
XIX. Construction restrictions
All engines and engine driven equipment used in relation to this project shall be equipped with
an adequate muffler in constant operation and properly maintained to prevent excessive noise.
Construction shall not be permitted between the hours of 8:00 p.m. to 7:00 a.m. during standard
weekdays (excluding holidays). These hours shall be amended to 5:00 p.m. to 7:00 a.m. on
Saturdays and no work on Sundays or Holidays. Any requested variations to these hours shall be
approved by the City in writing, in advance of any operations outside of the hours detailed above.
XX. Uncontaminated soil disposal
Any excavated material that meets the requirements of disposal at a CCDD facility and not
needed for backfill or embankment shall be removed and disposed of off the site at a location or
locations provided by the Contractor. The cost of removal, transportation and disposal of the
excavated material ("uncontaminated soil") is considered incidental to the pay item requiring
excavation.
A signed LPC-663 form with supporting documentation is attached. Any additional testing or
documentation beyond what is provided with the LPC-663 and preliminary analysis that is
necessary to dispose of the material shall be the Contractor's responsibility. The LPC-663 was
completed in 2015 and attached to the form is a cover letter stating that there have been no
changes to the site since the original LPC-663 form was completed. Fox Ridge Stone in Oswego,
IL has indicated that they will accept the material based on this documentation.
If the Contractor chooses to dispose of the material at a permitted CCDD facility, the Contractor
shall coordinate with said facility or facilities prior to bidding to determine if the information
provided with the LPC-663 is adequate. The Engineer should be informed immediately of any
deficiencies.
XXI. Location of existing utilities
Existing public and private utilities are shown on the plans according to information obtained
from utility companies, municipalities, and surveys. The Contractor shall familiarize
himself/herself with the location of all utilities and structures that may be found in the vicinity of
the construction and assume responsibility for all utilities whether shown or not and must realize
that the actual locations and/or elevations of the utilities may be different than indicated.
It is understood and agreed that the Contractor has considered in his/her bid all of the permanent
and temporary utility appurtenances in their present or relocated positions and that no additional
compensation will be allowed for any delays, inconvenience or damage. It is also suggested that
the Contractor call the concerned utility companies for further information. Contractor shall bring
to the attention of the Engineer any potential conflicts after receiving all necessary JULIE
information. In areas where JULIE locates reveal potential conflicts, the Contractor shall field
verify the depth of these utility crossings. In any such area, the Engineer will verify if potential
adjustments to the proposed utility installations will be required.
All overhead utilities and associated poles shall be temporarily supported when working nearby.
Should any damages occur due to the Contractor's negligence, repairs shall be made by the
Contractor at his/her expense in a manner acceptable to the Engineer.
XXIL Protection of existing drainage facilities
During construction, if the contractor encounters or otherwise becomes aware of any sewer,
underdrains or field drains within the right-of-way other than those shown on the plans; he shall
so inform the Engineer. The Engineer shall direct the work necessary to maintain or to replace
the facilities in service and to protect them from damage during construction if to be maintained.
Existing facilities to be maintained that are damaged because of non-compliance with this
provision shall be replaced at the Contractor's own expense.
XMtt. Cooneration between contractors
Other contracts and/or contractors may simultaneously be in process and working within or
adjacent to the subject project improvement site limits and the Contractor shall take special note
of the applicable provisions of Section 105 and of particular, Article 105.08 of the Standard
Specifications which shall be adhered to.
XXIV. Incidental work
All work shown on the Plans, described in the applicable specifications or in these Special
Provisions and not covered by a pay item, will be considered as included in the cost of the
Contract.
XXV. Notification to utilities
The Contractor shall notify all utility companies including the local electrical, telephone, gas and
the United City of Yorkville, a minimum of 72 hours prior to beginning any construction. The
Contractor shall then have the responsibility to determine from the public utility companies the
locations of underground pipes, conduits or cables adjoining or crossing the construction area.
XXVI. Keeping roads open to traffic
All roads shall remain open during construction. All work associated with this shall be included
in the cost of the Contract.
XXVII. Maintenance of roadways, drives and parking areas
The Contractor shall be responsible for repair of any damage to existing roadways, drives and
parking areas within the project limits. There will be no additional payment for any repairs
necessary due to the Contractor's operations.
XXVIII. Working environment
It is the sole responsibility of the Contractor, not the Owner or Owner's representative, to ensure
a safe working environment and to comply with all applicable OSHA, or other, safety
requirements.
XXIX. N/lobilization
This contract contains no provisions for mobilization. Therefore, article 671 of the Standard
Specifications is deleted.
XXX. Construction staking and marking
Construction staking and marking, establishing the location, alignment, elevation and grade of
the work, shall conform to article 105.09 of the Standard Specifications. Requests for control
information must be made 72 hours prior to the date needed. Construction staking will be
discussed at the preconstruction meeting prior to commencement of work, at which meeting the
proper contact information will be provided. The costs for construction staking are the
responsibility of the Contractor. This will not be paid for separately but shall be considered
incidental to the cost of the project. This special provision shall take precedence over any other
references to construction layout in the plans or specifications.
XXXI. Submittals
Shop drawings, cut sheets and or mix designs shall be submitted for the following items:
• Concrete Mix Design
• Quality Control Plan
• Pre-Engineered Post Frame Building System
XXXII. Retention
Ten percent(10%) retention will be held on the project until all construction items have been
satisfactorily completed. Retention will be reduced to 0%once all punch list items are completed
(as determined by the City Engineer).
XXXI11. Pay item special provisions
A. Concrete Slab and Pavement Removal
This work shall consist of saw cutting, removing and off-site disposal of the existing concrete
slab or hot-mix asphalt pavement as required for the construction of the proposed material
storage shed.
This work shall also consist of excavation of any material measured down to a depth of 10 inches
below the proposed concrete slab finished grade, per the grades indicated on the drawings. The
excavated material is to be disposed of off-site. Once subgrade is achieved the subgrade shall be
proof rolled prior to aggregate base course installation.
This work will be paid for at the contract unit price per square yard for CONCRETE SLAB
REMOVAL or PAVEMENT REMOVAL which price shall include the excavation and
disposal of material.
B. Aggregate Base Course, 4"
This work shall consist of furnishing and placing new aggregate base course prior to concrete
slab construction operations in the areas designated on the plans and in accordance with Sections
202 and 311 of the Standard Specifications.
All aggregate base course placed shall be mechanically compacted in maximum one-foot lifts.
This work will be paid for at the contract unit price per square yard for AGGREGATE BASE
COURSE, 4" which price shall include the excavation and disposal of any unsuitable material.
C. Cast-In-Place Concrete
This work shall consist of excavation, furnishing and placing concrete, backfilling and
compacting fill material above and adjacent to the footing and concrete walls as shown on the
plans and in accordance with the applicable parts of Divisions 400 and 500 of the Standard
Specifications, American Concrete Institute (ACI) 318 and ACI 301, latest editions, the
"Foundation Plan Sections & Notes" detail in the plans, and with these Special Provisions. The
notes and details in the plans shall supersede any Standards and Provisions referenced herein.
A delivery ticket shall be required for each load of concrete delivered to the site and must be
presented at the time of the concrete pour. The information recorded on each delivery ticket shall
be in accordance with Sections 109 and 1020 of the Standard Specifications.
All concrete shall be mixed with Sika Fibermesh 650 synthetic fibers or an approved equal
conforming to ASTM C 1116 Type III and ACI 318.
All exposed areas of concrete shall be treated with W.R. Meadows Pentreat 244-40 Water
Repellent Sealer or approved equal.
The Contractor shall comply with the requirements of the [DOT Recurring Special Provisions for
Check Sheet #24 Special Provision for Quality Control of Concrete Mixtures at the Plant and
Check Sheet#25 Special for Quality Control/Quality Assurance of Concrete Mixtures.
The excavation, concrete, associated reinforcement, including reinforcement bars and synthetic
fibers, sealer and backfill shall not be measured separately but shall be included in the Lump
Sum price.
This work will be paid for at the contract unit price per Lump Sum for CAST-IN-PLACE
CONCRETE which price shall include excavation, furnishing, placing, and reinforcing the
concrete and backfilling and compacting the fill material as shown in the plans and on Contractor
shop drawings to be submitted to the architect for review prior to fabrication. Any excavated
material used on site will not be paid for separately.
D. Pre-Engineered Post Frame Building S, stems
General
The metal building systems included in this section were designed around Wick Buildings. If
another manufacturer is submitted other than Wick Buildings, Contractor to prepare and submit
to the Engineer for approval as part of his bid, a detailed list of all exceptions to the following
specifications and engineering plans of the building proposed to be furnished and installed. Such
changes, if approved, shall be accomplished at no additional cost to the Owner and time
extensions associated with the changes will not be approved by the Engineer. The Contractor will
reimburse the Owner and Engineer for review or redesign services associated with re-approval.
The Contractor shall assume the cost of, and responsibility for, satisfactorily accomplishing the
necessary changes corresponding to the dimensions and characteristics of the building submitted
by the Contractor and approved by the Engineer.
1. This Section Includes the following:
A. Factory fabricated Pre-Engineered wall column.
B. Factory fabricated Pre-Engineered roof rafters.
C. Factory fabricated Pre-Engineered siding panels and metal roofing.
D. Factory fabricated Pre-Engineered building system accessories including, but not
limited to, doors and windows.
E. Prefinished metal trim items.
F. Prefinished ridge vents and soffits.
G. Prefinished gutter and downspouts.
2. Reference Standards:
A. Preservative Treated Lumber
i. American Wood Preservers Association(AWPA)
ii. Treated item shall comply with AWPA standard C15 minimum.
iii. Treated items shall bear the quality mark with appropriate specification
information, along with and stamped by the participating mill or agency involved.
B. Framing Lumber
i. Lumber grading rules and wood species
a. National Design Specifications for Wood Construction, current edition.
b. Northeastern Lumber Manufacturer's Association, Inc. (NELMA).
c. Southern Pine Inspection Bureau(SPIB): Southern Pine.
d. West Coast Lumber Inspection Bureau(WCLIB): Douglas Fir.
e. Western Wood Products Association (WWPA): Douglas Fir and Ponderosa
Pine.
C. Wood LVL Rafters
i. Contractor must submit manufacturer's descriptive literature indicating material
composition, thickness, dimensions, loading and fabrication details.
ii. LVL rafters shall be qualified to ASTM D5456 by APA -The Engineered Wood
Association.
iii. LVL rafters shall be pressure bonded, lap jointed wood veneers, with grain of
veneers running parallel in the long direction.
iv. LVL rafters shall be designed by the contractor or manufacturer in accordance
with the applicable building codes. All rafter designs must be accompanied by
complete and accurate shop drawings and contain the following information:
a. Slope or depth, span and spacing of the rafter.
b. Heel bearing height.
c. Design loading.
d. Adjustments to lumber and fastener design values for conditions of use.
e. Fastener type, thickness of gauge, and size.
f. Lumber size, species and grade for each member.
3. System Description:
A. Clear span frame —coordinate with drawings.
B. Primary framing —wood roof rafters and columns.
C. Secondary framing—purlins, girts, bracing and other items as required.
D. Wall and roof systems—preformed metal panels.
4. Design Requirements:
A. Coordinate building loads. Refer to design load tables on plans.
B. Building Code: IBC, International Building Code
C. Including unbalanced roof loads required by the most current version of ASCE-7
5. Submittals:
A. Supply four (4) sets of the following bearing a Professional Engineering Seal
registered in the State of Illinois:
i. Complete detailed shop and erection drawings indicating size and location of each
building component and part. Certify that specified roof and wind load
requirements are met.
ii. Rafter engineering calculations and design calculation should include the
following:
a. Bending moments and axial forces for each member.
b. Basic plate design values.
c. Design analysis for each joint indicating that proper plates have been used.
d. Successful bidder shall provide written proof of a third-party inspection
program in force for the rafter manufacturer used on project.
iii. Standard color chart supplied by Manufacturer for the owner/engineer to choose
from.
iv. Brochures/details/samples of specialty accessory products used or specified on
this project.
6. Quality Assurance:
A. Building package by a Pre-engineered building Manufacturer with 50 years of doing
business.
B. Building Manufacturer must own manufacturing facilities.
C. Exterior fastened steel panel shall be roll-formed in Manufacturer's manufacturing
facility.
D. Columns shall be factory fabricated by Manufacturer, in their manufacturing facility.
They shall not be manufactured or assembled on-site.
E. Rafters shall be factory fabricated by Manufacturer, not the contractor.
F. Building package shall be supplied by a pre-engineered building Manufacturer, with
fully staffed engineering department. All structural components shall be supplied by a
source with one warranty.
G. All building packages shall be delivered by the Manufacturer's trucks and personnel.
H. Package (shell) erection shall be supervised by Manufacturer's representative builder
or Manufacturer employed field superintendent.
7. Qualifications:
A. Structural components shall be designed under direct supervision of a Professional
Engineer employed by the Manufacturer.
B. An adequate number of skilled work people shall be employed who are thoroughly
trained and experienced in the necessary skills. They will be completely familiar with
the specified requirements and methods for proper performance of work.
8. Regulatory Requirements:
A. All applicable building codes and/or ordinances covering this work shall be the
responsibility of the contractor.
B. Work together with regulatory agencies or authorities to provide data as requested.
C. Panels shall not be stored such that they are in contact with any other material that
could create staining or discoloration.
9. Environmental Requirements:
A. Material packaging for minimum natural resource waste on project.
B. Building delivery package materials must be reused in the building system, i.e., metal
panel cribbing 2x's used as part of secondary framing systems (nonstructural.)
10. Delivery, Storage and Handling:
A. Prefabricated components, i.e., rafters, columns, steel sheathing and other items, shall
be delivered and stored so they will not be damaged or deformed.
B. Roofing and siding panels will be stored so water will drain freely.
C. Panels shall not be stored such that they are in contact with any other material that
could create staining or discoloration.
11. Warranty:
Contractor to warrant to the original owner, commencing on the date of its substantial
completion and subject to limitations, exclusions and conditions set forth herein, as
follows:
FOR FIFTY (50) YEARS
Free of Charge, Contractor will replace or repair, at its option, treated structural posts that
fail because of insect damage or because of decay that occurs under normal conditions
and proper use.
FOR FORTY (40) YEARS
Free of Charge, Contractor will replace or refinish, at its option, painted steel roofing or
siding panels if the paint peels, cracks, checks, flakes, or blisters to an extent that is
apparent by ordinary outdoor visual observation when exposed to normal weather and
atmospheric conditions. Damage or loss resulting from exposure to atmospheric
pollutants, including but not limited to animal waste or other corrosive conditions, is
excluded under this warranty.
FOR THIRTY(30) YEARS
Free of Charge, Contractor will replace or refinish, at its option, painted steel rooting or
siding panels should the color change or chalk more than the specifications shown in the
following table:
Vertical Installation Non-Vertical Installation
Chalk (ASTM D-4214) 8 6
Color Change (ASTM D-2244) 5 7
FOR TWENTY (20) YEARS
Free of Charge, Contractor will replace or repair, at its option, acrylic coated GalvalumeIRD
steel roofing or siding panels should they rupture, perforate, or fail structurally when
exposed to normal weather and atmospheric conditions. Damage or loss resulting from
exposure to atmospheric pollutants, including but not limited to animal waste or other
corrosive conditions, is excluded under this warranty.
FOR SEVEN (7) YEARS
Free of Charge, Contractor will repair leaks in steel roofing panels that result from defects
in material or workmanship except those leaks occurring where the building is connected
to an adjacent structure.
FOR FIVE (5) YEARS
Free of Charge, Contractor will replace or repair, at its option, those portions of the
structural framework, including roofing and siding panels, damaged by wind or snow
loads that do not exceed design specifications.
Free of Charge, Contractor will replace or repair, at its option, sliding doors damaged by
wind or snow so long as the door is in a locked-open or locked-closed position when the
damage occurs.
Free of Charge, Contractor will replace or repair, at its option, painted steel or acrylic
coated steel roofing or siding panels perforated by hail.
FOR ONE (1) YEAR
Free of Charge, Contractor will repair any other defects in materials or workmanship.
Products
12. Building System Manufacturers:
A. Wick Buildings, 800-356-9682 WickBuildings.com
i. Mazomanie, Wisconsin
B. Other Systems— Pre-approved Acceptable:
i. Approved equals meeting specification requirement sections 2,6,9,11.13 and 14.
ii. Must be approved 7 days prior to submission of the bid.
a. Lester
b. Morton
13. Materials— Framing:
A. Sill Plate
i. 2"x8" #I or better Southern Yellow Pine(SYP).
ii. This member shall be pressure treated with a wood preservative to a net retention
as specified by the American Wood Preservers Association (AWPA) for ground
contact conditions. Treatment shall be Osmose MicroPro copper Azol (MCA)
with 15 pounds of preservative per cubic foot of wood. Member shall be Kiln
dried to a maximum of 19% moisture content. The preservative shall penetrate
100%of the sapwood.
B. Columns
i. Full Length Laminated Column
Factory fabricated from minimum 3 ply 2"x6" 2400 MSR Southern Yellow Pine
(SYP). Columns shall be full-length (unspliced) nail laminated plys up through
20' with middle ply to have short truss support block. Columns over 20' length
shall be spliced (a minimum of 3' length) with reinforced metal truss plates
pressed in place over splice on the outside laminate. Refer to Section B, Reference
Standards/ 3. Wood rafters/ letter c. referencing LVL construction.
a. Columns shall be pressure treated. This is in accordance with the "American
Wood Preserves Association'*(AWPA) standards latest edition, with a wood
preservative to a net retention of.60 pounds per cubic foot of CCA Type — C
formulation.
C. Wood Rafters
i. Rafters shall be constructed of surfaced lumber, smooth and free of all cracks and
checks.
ii. Plates: Connector plates shall be fabricated from ASTM A 653 SS, 20-gauge
Grade 40, or 18-gauge, Grade 80, steel sheets galvanized with G-60 coating.
iii. Design and fabricate rafters and connections to withstand designated snow and
wind loads and all dead loads.
iv. Fabricate rafters in plant, using mechanical or hydraulic fixtures as required to
bring members into contact. Install plates in accordance with Manufacturer's
instruction.
D. Baseboards
i. 2"x8"#1 or better Southern Yellow Pine (SYP).
ii. This member shall be pressure treated with a wood preservative to a net retention
as specified by the American Wood Preservers Association (AWPA) for ground
contact conditions. Treatment shall be Osmose MicroPro copper Azol (MCA)
with 15 pounds of preservative per cubic foot of wood. Member shall be Kiln
dried to a maximum of 19% moisture content. The preservative shall penetrate
100% of the sapwood.
iii. This treated member shall be attached to columns with a minimum of 3 hot
dipped galvanized nails (ASTM A153).
E. Wall Girts
i. 2"x6" 1650 MSR Spruce Pine Fir (SPF) as required by design at appropriate
spacings.
F. Purlins and Truss Ties
i. 2"x4" 1650 MSR or better Spruce Pine Fir (SPF) as required by design dependent
upon roof loading specification.
G. Wind Bracing
i. Provide -'T'd" 2"x6"/2"x4" 1650 MSR or better Spruce Pine Fir (SPF) from
endwall column to first rafter back.
ii. Provide 2"x4" 1650 MSR diagonal in roofline bracing as required by design.
H. Framing Around Openings
i. Provide 2"x6"/2"x4" 1650 MSR or better Spruce Pine Fir(SPF) around personnel
doors and windows.
ii. Provide 2"x6"/2"x4" 1650 MSR or better Spruce Pine Fir (SPF) around overhead
door openings.
I. Headers
i. Provide built-up Machine Stress Rated(MSR) or better wood headers per building
manufacturer as required to meet proper loading.
J. Incidental framing
i. Provide 1650 MSR or better 2"x4" Spruce Pine Fir(SPF).
K. Bent Anchor Bolts: ASTM F 1554, Grade 36.
i. Nuts: ASTM A 563 heavy hex carbon steel.
ii. Washers: ASTM F 436 hardened carbon steel.
iii. Finish: Hot-dip zinc coating, ASTM A 153/A 153M, Class C.
L. Column Anchor.
i. The building manufacturer will provide the bolt and bracket design for anchoring
their building to the columns. The building manufacturer will supply stamped
engineering to support their calculation for bolts and brackets.
14. Materials— Prefinished Materials:
A. Roofing Panel Options
i. Exposed Fastened Steel Panels
a. All roofing panels shall be 29-gauge (.015 minimum thickness) steel with a G-
90 galvanized zinc coating. Panels shall be a minimum structural strength
ASTM A446 grade E, 82,000 PSI tensile strength. All panels shall include a
zinc phosphate pre-treatment, and then covered with a total of 1.5 mil thick
paint system. Paint system shall consist of a corrosion-resistant prime coat and
an architectural finish coat of Ceram-A-Star 1050.
b. All metal roof shall be fastened with minimum of 1" color-matched EPDM
washered #9 screw fasteners placed in the flat of the steel next to all major
ribs along every row of girts and purlins. All fasteners shall be color-matched
to wall and roof panels and trim.
B. Sidewall Siding
i. Exposed Fastened Steel Panels
a. All siding panels shall be 29-gauge (.015 minimum thickness) steel with a G-
90 galvanized zinc coating. Panels shall be a minimum structural strength
ASTM A446 grade E, 82,000 PSI tensile strength. All panels shall include a
zinc phosphate pre-treatment, and then covered with a total of 1.5 mil thick
paint system. Paint system shall consist of a corrosion-resistant prime coat and
an architectural finish coat of Ceram-A-Star1050.
b. All metal sidewall panels shall be fastened with minimum of 1" color-matched
EPDM washered #9 screw fasteners placed in the flat of the steel next to all
major ribs along every row of girts and purlins. All fasteners shall be color-
matched to wall and roof panels and trim.
C. Metal Trim Items
i. Trim: Roofing and siding panels shall be trimmed using painted trim with the
same paint product specifications as the roofing and siding panels. Standard trim
to be placed at all corners, ridge line, rake (intersection of roof and endwall), eave
(intersection of roof and sidewall) and base (bottom of sidewall and endwall
steel.) All standard trims, overhang fascias, track covers, slide door jambs and
trims to be available in building panel covers. Overhead door trims and slide door
jamb trims shall be one piece up to 16'. All other trims shall be a minimum of 12'
in length to eliminate splices.
ii. Fasteners: All framing lumber shall be fastened with l Od, 16d and 60d ring shank
nails. All machine bolts used shall be a minimum grade 1, A307. All metal roof
and sidewall panels shall be fastened with minimum of 1" color-matched EPDM
washered #9 screw fasteners placed in the flat of the steel next to all major ribs
along every row of girts and purlins. All fasteners shall be color-matched to wall
and roof panels and trim.
D. Gutter and Downspouts
i. If shown and specified on drawings, provide 5" style "K" gutter. Material shall be
the same specification as trim.
ii. Silicone sealant shall be used at laps to maintain leak prevention and to relieve
stress due to thermal movement.
iii. Provide 3 'x4" downspouts with appropriate elbows and connector bands.
iv. Gutter shall be attached with screw fasteners and internal brackets of a maximum
of 3' on center. Exposed nail heads are unacceptable.
15. Materials—Other:
A. Closure Strips
i. Closed cell foam premolded to match configuration of panels.
B. Sealant
i. Silicone sealant shall be used.
Execution
16. Examination:
A. Verify that site conditions meet Manufacturer's requirements and design requirements
for this region.
i. Verify that mechanical and electrical utilities are in correct position.
17. Erection— Framing—General:
A. Erect framing in accordance with Manufacturer's established construction
procedures.
B. Make all components and building plumb, square, straight and true to lines.
C. Provide adequate temporary bracing to assure structure remains plumb and square.
D. Altering of structural members will not be permitted.
18. Erection Framing:
A. Columns
i. Position column over fastener on top of the concrete wall in accordance with the
building manufactured recommendations.
B. Baseboards
i. Install 2"x8" treated plank, at grade, using Manufacturer recommended fasteners.
C. Wall Girts
i. Install 2"x6" girts at centers called for on plan.
ii. Install 2"x6" overhang nailer, if required, at the top.
D. Rafters
i. Set rafters in place in the center member of the column using lifting methods as
approved by the Manufacturer and use hangers as accessories as recommended by
the manufacturer.
ii. Brace rafters as recommended by Manufacturer.
E. Purlins
i. Install 2"x4"' purlins at 24" on center and attach to rafters in accordance with
rafter manufacturer recommendations.
F. Truss Ties
i. Install 2"x4"truss ties at location recommended by Manufacturer.
ii. Truss ties shall run from endwall to endwall.
G. Incidental Framing
i. Install 2"x4" or 2"x6" blocking as required according to building Manufacturers
recommendations.
19. Erection— Prefinished Metals, General:
A. In accordance with Manufacturer's established construction procedures, install
prefinished metal parts.
B. All components made to be plumb, square, straight and true to lines.
C. Care shall be taken when cutting prefinished materials to ensure cuttings do not
remain on finished surface.
D. Fasteners shall be properly installed. Do not under- or overdrive.
E. Components shall be properly installed to assure freedom from rattles.
20. Erection— Prefinished Metals:
A. Roofing Panels.
i. Panels shall be installed perpendicular to supports aligned straight with end
fascias.
ii. Panels shall be fastened to purlins with 1" EPDM washered #9 screw- fasteners.
B. Siding Panels
i. Panels shall be installed perpendicular to supports aligned level and plumb.
Attach to wall girts and purlins with 1" EPDM washered#9 screw fasteners.
C. Trim Items
i. Trim items shall be installed at the base, at any wainscot transition, corners, top of
steel siding, fascias, gables and ridge using appropriate 1" screw fasteners.
D. Ridges
i. Use screw fasteners to install applicable vent option.
ii. Insure that the minimum Manufacturer's clear throat opening is maintained.
E. Gutters and Downspouts
i. Gutters shall be installed with concealed gutter brackets, with screw fasteners 36"
on center.
ii. Silicone sealant and silicone rubber gaskets shall be used at laps to maintain leak
prevention and to relieve stress due to thermal movement.
F. Strips
i. Closed cell foam filler strips shall be provided at the top and bottom of the roofing
panels.
21. Tolerances/Quality Assurance:
A. Framing Members.
i. Shall follow- and adhere to the NFBA document "Accepted Practices for Post-
frame Construction Framing Tolerances."
B. Siding and Roofing
i. Shall be installed in their"True Position."
This work will be measured and paid for at the contract price for Lump Sum for PRE-
ENGINEERED POST FRAME BUILDING SYSTEMS. No additional compensation will be
provided for additional materials required, labor, or warranties listed herein.
E. Bollard
This work shall consist of installation of bollards at the locations shown on the plans complete in
place.
This work will be paid for at the contract unit price per each for BOLLARD which price shall
include but is not limited to all excavation, concrete base, cement filled steel post, paint, disposal
of excess material and all material, equipment and labor necessary to complete this work.
F. Restoration
The Contractor shall restore all areas disturbed during construction of the improvements or as
part of any of his or her activities to a condition equal to or better than the original condition.
This work shall include the stripping, stockpiling, and replacement of topsoil as specified on the
plans. Topsoil shall be defined as friable clay loam surface soil found in a depth of not less than
six inches. Satisfactory topsoil is free of subsoil, clay lumps, stones and other objects, and
without weeds, roots and other objectionable material.
Topsoil stripping and stockpiling shall be completed as follows:
1. Strip topsoil to whatever depths encountered in a manner to prevent intermingling with
underlying subsoil or other objectionable material.
a. Remove heavy growths of grass from areas before stripping.
b. Where existing trees are indicated to remain, leave existing topsoil in place within
drip lines to prevent damage to root system.
2. Stockpile topsoil in temporary construction easement as directed by Engineer. Construct
storage piles to provide free drainage of surface water. Cover storage piles, if required, to
prevent wind erosion.
3. Topsoil stockpiles are to remain separated from excavated material stockpiles throughout
construction.
Topsoil replacement shall be completed as follows:
1. Preparation of subsoil
a. Prepare sub-soil to eliminate uneven areas and low spots. Maintain lines, levels,
profiles and contours. Make changes in grade gradual. Blend slopes into level
areas.
b. Remove foreign materials, weeds and undesirable plants and their roots. Remove
contaminated sub-soil.
2. Placing topsoil
a. Spread topsoil to the depth that existed prior to disturbance. Chisel plow to a
depth of 18 inches and rake topsoil until smooth.
b. Place topsoil during dry weather and on dry unfrozen sub-grade.
c. Remove vegetable matter and foreign non-organic material from topsoil while
spreading.
d. Grade topsoil to eliminate rough, low or soft areas, and to ensure positive
drainage.
All ditches, parkways, and other grassed areas disturbed during construction shall be restored to
their original shape, contour and condition. Seeding, including finish grade preparation of
seedbed, fertilizer and planting shall be as set forth in Section 250 of the Standard Specifications.
All disturbed areas must be covered with mulch hydraulically per method 3 as described in
Section 251 of the Standard Specifications. The seeding mixture used shall be Class IA (lawn
mixture salt tolerant). Topsoil (six-inch(6") minimum thickness) shall be provided.
The Contractor shall be responsible for maintaining all restored areas until such a time as the
City accepts these areas. This acceptance will be granted after the Contractor has both fulfilled
the minimum required maintenance items and has established a stand of grass (where required)
which meets the acceptance standards set forth in these Special Provisions.
Acceptance of seeded areas will be determined by inspection by the City and Engineer. In order
for an area to be accepted, it shall conform the following:
1. Grass shall display a reasonably uniform distribution of grass plants
2. Grass shall display vigorous growth and be green and healthy in appearance.
Areas having bare spots larger than one (1) square foot will not be accepted. In this situation, the
bare spots must be re-seeded in accordance with seeding and maintenance specifications.
The Contractor shall have a representative on the job at all time when work is being performed.
Additional areas damaged by machinery, construction equipment, Contractor negligence or over-
excavation beyond the limits shown on the plans shall be repaired in accordance with this Special
Provision, at the Contractor's expense.
Unless otherwise listed for payment separately, all work under the general heading
RESTORATION will be paid for at the contract unit price per square yard for which price shall
be payment in full for restoring the areas disturbed.
G. Water Required for Restoration
Water necessary for the restoration of the disturbed areas will be provided by the City free of
charge. Water can be obtained at 610 Tower Lane.
H. Erosion Control
Erosion control measures shall be required as stated on the Plans or as deemed necessary by the
Engineer and shall be in compliance with the most recent revisions to the Illinois Urban Manual.
It should be noted that inlet protection is required at all open grate inlets tributary to disturbed
areas and shall be periodically monitored for silt build up and should be emptied once the baskets
are over half full.
All areas disturbed during construction shall be seeded as soon as possible after final grading.
The Contractor will be responsible for cleaning the pavement, drainage structures, swales, storm
sewers and culverts prior to final acceptance and at such times during construction as necessary
to maintain drainage and protect adjacent property. All costs related to erosion control not paid
for separately shall be incidental to the contract.
I. Non-Special, Non-Hazardous Soil Waste Disposal—Type 1
Any excess excavated material that does not meet the requirements for disposal at a CCDD
facility and not needed for backfill or embankment shall be removed and disposed of at a
permitted receiving facility (i.e. landfill) provided by the Contractor or other approved location.
The cost of removal, transportation and disposal of the non-special, non-hazardous soil will be
paid for at the contract unit price per ton for NONSPECIAL, NON-HAZARDOUS SOIL
WASTE DISPOSAL—TYPE 1. Documentation from the permitted receiving facility indicating
date, time, weight, driver, truck number, etc. shall be provided to the Engineer as requirement for
payment for this work item.
Based on the information provided in the LPC-663, it is not anticipated that any contaminated
material will be encountered; however, if any material is rejected from the CCDD facility it shall
be brought back to the site or other location as determined by the Engineer. At that time, the
Engineer will determine the level of testing required for necessary disposal of NON-SPECIAL,
NON-HAZARDOUS SOIL WASTE DISPOSAL — TYPE 1. All testing shall be paid for by
the United City of Yorkville.
Any cost to the contractor for additional hauling, dumping, airing out soil, reloading, etc. shall be
considered in the unit price per ton for NON-SPECIAL, NON-HAZARDOUS SOIL WASTE
DISPOSAL—TYPE 1.
J. Allowance
When additional work not indicated in the contract drawing is requested in writing by the
Engineer during construction, this additional work shall be measured and paid for as described in
Articles 104.02 and 109.04 of the Standard Specifications.
Payment for all additional work shall be made from the ALLOWANCE - ITEMS ORDERED
BY THE ENGINEER pay item which shall be measured in units. A unit shall be valued at one
dollar.
BID SHEET
Note: The Contractor must complete all portions of this Bid Sheet
The undersigned, having examined the specifications, and all conditions affecting the specified
project,offer to furnish all services, labor, and incidentals specified for the price below.
The undersigned Bidder certifies that they are not barred from bidding on this contract as a result
of a conviction for the violation of state laws prohibiting bid rigging or bid rotating (720 ILCS
5/33E-1, et seq.) and is not delinquent in any taxes to the Illinois Department of Revenue (65
ILCS 5/11-42.2-1).
It is understood that the City reserves the right to reject any and all bids and to waive any
irregularities and that the prices contained herein will remain valid for a period of not less than
forty-five (45)days.
I (We)propose to complete the following project as more fully described in the specifications for
the following:
Bidding Company Name: Lite Construction, Inc
Our firm has not altered any of the written texts within this document. Only those areas
requiring input by the respondent have been changed or completed.
If it is the Contractor's intention to utilize a subcontractor(s) to fulfill the requirements of the
Contract, the City must be advised of the subcontractor's company name, address, telephone and
fax numbers, and a contact person's name at the time of bid submittal.
YES NO
Will you be utilizing a subcontractor? X
If yes,hive you included all required
Information with your bid submittal? X
OR
NO BID—Keep our company on your
Contractors List
Signature
Date
NO BID—Remove our company from
Your Contractors List
Signature
Date
EXHIBIT C
BID SHEET CONTINUED
(Revised 7-26-2019)
ITEM PRICING
NO. ITEM DESCRIPTION UNIT QUANTITY UNIT
PRICE TOTAL
CONCRETESLAB
I REMOVAL, 6" SY 252 $ 0,50 $,;?hq .
2 HMA REMOVAL, 5" SY 116 $
PERIMETER EROSION
3 BARRIER LF 95 $ $3ga,Qo
4 INLET PROTECTOR EACH 1 $ .QD $'V.
AGGREGATE BASE
5 COURSE,4" SY 303
6 CAST-IN-PLACE CONCRETE LS 1 $ $ ( q J
J
PRE-ENGINEERED POST
7 FRAME BUILDING SYSTEM LS 1 $%w $
g BOLLARD EACH 6 $ 06 $ ,
9 RESTORATION, CA-6, 6" SY 50 $ g�60 $ oy•
RESTORATION, HMA, SC,
10 MIX"D", IL9.5,N50, 6" (2 LIFTS) TON 14 $32`•�� $ �
NON-SPECIAL,NON- v
11 HAZARDOUS SOIL WASTE TON 25 $ ,10 $a375'
DISPOSAL—TYPE 1
12 ALLOWANCE UNIT 10,000 $1.00 $10,000
TOTAL BID
(Printe Name of Contractor)
S' ature o Autho izedesentative Date
BID SHEET CONTINUED
The undersigned contractor;
A. Certifies that it is not barred from bidding or contracting with the City as a result of a
violation of either Paragraph 33E-3 (Bid rigging) or 33E-4 (Bid rotating) of Act 5, Chapter 720
of the Illinois Complied Statutes regarding criminal interference with public contracting, and
B. Swears under oath that it is not delinquent in the payment of any tax administered by
the Illinois Department of Revenue as required by Chapter 65,Act 5,paragraph 11-42.1 of the r
Illinois Complied Statutes, and
C. States that is has a written sexual harassment policy as required by the Illinois Human
Rights Act(775 ILCS 5/2-105(A) (4) a copy of which shall be provided to the City upon request,
and
D. Agrees to comply with the requirements of the Illinois Human Rights Act regarding
Equal Employment Opportunities as required by Section 2-105 of the Illinois Human Rights Act
(775 ILCS 5/2-105)and agrees to comply with the EQUAL EMPLOYMENT OPPORTUNITY
CLAUSE in Appendix A, Section 750,Part 750, Chapter X, Subtitle B of Title 44 of the Illinois
Administrative Code incorporated herein by reference, and
D. Agrees to comply with the civil rights standards set forth in Title VII of the Civil
Rights Act as mandated in Executive Order No. 11246,U.S.C.A. Section 2000e n.114
(September 24, 1965), and
E. Agrees to comply with the Substance Abuse Prevention on Public Works Projects Act
(820 ILCS 265/1 et seq.) if this Project is a "public work" within the meaning of the Illinois
Prevailing Wage Act (820 ILCS 130/.01 et seq.) and prohibit substance abuse while performing
such work and has a substance abuse prevention program, and
F. Agrees to provide a drug free workplace pursuant to the Drug Free Workplace Act (30
ILCS 580/1 et seq.) (25 or more employees under a contract of more than $5,000 or for
individuals only when greater than $5,000), and
G. Agrees to comply with the Employment of Illinois Workers on Public Works Act (30
ILCS 570/0.01 et seq.) and employ Illinois laborers if at the time of this contract is executed or if
during the term of this contract there is excessive unemployment in Illinois as defined in the Act.
Lite Construction, Inc 8/2/19
Contractor's Firm Name Date
///- !��: James E Campbell President
S' ed Name and Title Print Name and Title
711 S. Lake St. Montgomery IL 60538
Street Address City State Zip
630/896/7220 630/896/1304
Phone Number Fax Number
timc@liteconstruction.com
Email Address
i l
DETAIL EXCEPTION SHEET
Any exception must be clearly noted on this sheet. Failure to do so may be reason for rejection
of the bid. It is not our intention to prohibit any potential bidder from bidding by virtue of the
specifications, but to describe the material(s)and service(s)actually required. The City reserves
the right to accept or reject any or all exceptions.
Bidder's exceptions are:
a
t_
EQUIPMENT LIST
Name Make Model Year. Use
If additional sheets are needed, please make copies.
SUBCONTRACTOR LISTING
Provide the name, contact information, and value of work for each and every subcontractor
which will be employed on this project.
Subcontractor No. 1
A bunY '
Business Name
I I V7 I
Address City, S te, Zip Code
(.M- S��r Ce I DCS ,&0
Telephone Number Value of Work Subcontracted
.4 v (;!�v I I
Nature of Work Subcontracted
Subcontractor No.2
Business Name
Address City, State,Zip Code
Telephone Number Value of Work Subcontracted
Nature of Work Subcontracted
Subcontractor No. 3
Business Name
Address City, State,Zip Code
Telephone Number Value of Work Subcontracted
Nature of Work Subcontracted
If additional sheets are needed,please make copies.
REFERENCES
General Information, the list below current business references for whom you have performed
work similar to that required by this proposal.
Reference No. 1
� A-3cs
Business Name
Address City, State,Zip Code
Contact Person Telephone Number
Dates of Service
Reference No. 2
Business Name
(-C
%M RHO bkUk=-L &574�-
Address City, State,Zip Code
�(IM- � 13�1 ,512.3 J- 7617
Contact Person Telephone Number
Dates of Service
Reference No. 3
-�a v t I
Busi ss Name
1a
Address rty, tate,Zip Code
E
Contact Person Telephone Number
a)]<-.
Dates of Service
If additional sheets are needed,please make copies.
Construction of the
Materials Storage Shed ITB —
� ' ADDENDUM #1
July 9, 2019
1. IMPORTANT INSTRUCTIONS TO BIDDERS
This addendum must be read, signed and dated by the bidder and included with the bid
documents submitted by the bidder on or before the bid closing date and time. Failure to
include this addendum with the bid documents may result in bid rejection.
Bidder will carefully note the inclusion of this addendum on the bid form.
2. ATTACHMENTS TO THIS ADDENDUM:
3. CHANGES:
4. ADDITIONS:
5. DELETIONS:
6. SCHEDULE:
a. An optional pre-bid meeting has been scheduled for July 15, 2019 at 2:00 pm at
610 Tower Lane,Yorkville.
7. CLARIFICATIONS:
a. Drawings of the building can be found on page 45 of the bid packet.
8. ACKNOWLEDGMENT
The Bidder acknowledges receipt of this Addendum and understands its content to the Bid
Documents.
9. SIGNATURE AND DATE
/ 0
Au horized Signature C/l/ Date
s
r
Public Works Materials Storage Shed ITB —
ADDENDUM #2
.M July 30, 2019
1. IMPORTANT INSTRUCTIONS TO BIDDERS
This addendum must be read, signed and dated by the bidder and included with the bid
documents submitted by the bidder on or before the bid closing date and time. Failure to
include this addendum with the bid documents may result in bid rejection.
Bidder will carefully note the inclusion of this addendum on the bid form.
2. ATTACHMENTS TO THIS ADDENDUM:
a. Exhibit A: Clarifications
b. Exhibit B: Revised Plans
c. Exhibit C: Revised Bid Sheet
3. CHANGES:
4. ADDITIONS:
S. DELETIONS:
6. SCHEDULE:
7. CLARIFICATIONS:
8. ACKNOWLEDGMENT
The Bidder acknowledges receipt of this Addendum and understands its content to the Bid
Documents.
9. SIGNATURE AND DATE
c3
Authorized Signature Date
BID'BOND TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA
Hartford, Connecticut 06183
CONTRACTOR: SURETY:
(Name, legal status and address) (Name, legal status and principal place of business)
Lite Construction,Inc. Travelers Casualty and Surety Company of America
711 S.Lake Street One Tower Square
Montgomery,IL 60538 Hartford,CT 06183
OWNER:
(Name, legal status and address)
United City of Yorkville
800 Game Farm Road
Torkville,IL 60560
BOND AMOUNT: Ten Percent of Accompanying Bid (10%of Bid)
PROJECT: Public Works Material Storage Shed
(Name, location or address, and Principal number, if any)
The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety
bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally,as provided herein. The conditions
of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents,or within such
time period as may be agreed to by the Owner and Contractor, and the Contractor either(1)enters into a contract with the Owner in
accordance with the terms of such bid,and gives such bond or bonds as may be specified in the bidding or Contract Documents,with a
surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner, for the faithful performance of such Contract
and for the prompt payment of labor and material furnished in the prosecution thereof-, or(2)pays to the Owner the difference,not to
exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good
faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to
remain in full force and effect.The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the
time in which the Owner may accept the bid.Waiver of notice by the Surety shall not apply to any extension exceeding sixty(60)days
in the aggregate beyond the time for acceptance of bids specified in the bid documents, and the Owner and Contractor shall obtain the
Surety's consent for an extension beyond sixty(60)days.
If this Bond is issued in connection with a subcontractor's bid to a Contractor,the term Contractor in this 1Qmti►h #dA*erred to be
%Subcontractor and the term Owner shall be deemed to be Contractor. ,�� lC r/i
When this Bond has been furnished to comply with a statutory or other legal requirement in the locatio>t f the Pro ect� prbn in
this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and pIDr ons to st>
statutory or other legal requirement shall be deemed incorporated herein.When so furnished,the inteqJ 61tliat o�d I bei`"
construed as a statutory bond and not as a common law bond.
Signed and sealed this 2nd day of August 2019 �.�1 0�.F
lolk
Lite Construction,Inc. ��is •• •x.01.11 1:
(P ncipal) tT t I I %%% (Seal)
am -"100
(Witness) (Title)
Travelers Casualtv and Surety o rica
(Sure
i ess) (Title)David Kotula, Attorney-k-flct The Company executing this bond vouches that this document conforms to American Institute of Architects Document A310,Z09 Edition
Travelers Casualty and Surety Company of America
TRAVELERS St.
Casualty and Surety Company
St Paul Fire and Marine Insurance Company
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS:That Travelers Casualty and Surety Company of America,Travelers Casualty and Surety Company,and St.
Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the
"Companies"),and that the Companies do hereby make,constitute and appoint DAVID KOTULA of CHICAGO
Illinois their true and lawful Attomey-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances,
conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the
fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any
actions or proceedings allowed by law.
IN WITNESS WHEREOF,the Companies have caused this instrument to be signed,and their corporate seals to be hereto affixed,this 3rd day of February,
2017.
d
1 wwnaio,
State of Connecticut
By: _
City of Hartford ss. Robert L.Raney,Se or Vice President
On this the 3rd day of February,2017,before me personally appeared Robert L Raney,who acknowledged himself to be the Senior Vice President of
Travelers Casualty and Surety Company of America,Travelers Casualty and Surety Company,and St.Paul Fire and Marine Insurance Company,and
that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations
by himself as a duty authorized officer.
In Witness Whereof,I hereunto set my hand and official seal. a
My Commission expires the 30th day of June,2021 !nW;A. e. AO"LL*
! —M C.Tetreault,Notary Public
This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and
Surety Company of America,Travelers Casualty and Surety Company, and St.Paul Fire and Marine Insurance Company,which resolutions are now in
full force and effect,reading as follows:
RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President, any Senior Vice President, any Vice President, any
Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and
Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with
the Company's name and seal with the Companys seal bonds, recognizances,contracts of indemnity,and other writings obligatory in the nature of a
bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke
the pourer given him or her,and it is
FURTHER RESOLVED,that the Chairman,the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice
President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation
is in writing and a copy thereof is filed in the office of the Secretary;and it is
FURTHER RESOLVED,that any bond, recognizance,contract of indemnity,or writing obligatory in the nature of a bond, recognizance, or conditional
undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior
Vice President or any Vice President, any Second Vice President,the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant
Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by
one or more Attomeys4n-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more
Company officers pursuant to a written delegation of authority;and it is
FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice
President,any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Pourer
of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attomeys-in-Fact for purposes only
of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing
such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile
signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached.
1, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety
Company,and St.Paul Fire and Marine Insurance Company,do hereby certify that the above and foregoing is a true and correct copy of the Power of
Attorney executed by-said Companies,which remains in full force and effect.
Dated this 2nd day of August ,2019
aw
am Gam'
Kevin E.Hughes,Asst tant Secretary
To verify the aatrenhW*of tds Power ofAftorney,please ca//to at 1-800-421 3880.
Pieria refer to the above-named AM&rmy in-Fact and the details of b*bond to which the power is oft~.
Acknowledgement of Corporate Surety
STATE OF ILLINOIS )
} SS
COUNTY OF WILL )
On this 2nd day of August 2019 , before me personally
appeared David A.Kotula ,to me known,who,being by me duly sworn,
did depose and say:that _he_resides at Chicago,IL that_he_is/are the
Attorney-in-fact of Travelers Casually and Surety Company of America ,the corporation
described in and which executed and annexed instrument; that_he_know(s)the corporate
seal of said corporation;that the seal affixed to said instrument is such corporate seal;that it
was so affixed by the order of the Board of Directors of said corporation;that_he_signed
the same name(s)thereto by like order;and that the liabilities of said corporation do not
exceed its assets as ascertained in the manner provided by law.
F"��OFFICIAL SERI_
BFRANDIEC- TAT IN
OF (Notary Public in and for the Above County and State)
NOTARY PUBLIC-STATE OF ILLINOIS
MY COMMISSION EXPIRES:03/31/22
My Commission Expires 03/31/22
#AIA Document A305 — 1986
ctor`s Quatirication Statement
W�Vw
ndersigned
cetti5es under oath that the information provided herein is true and
.v cxently complete%. as not to be misleading. ADDITIONS AND DELETIONS:
The author of this document has
MrrrE City of Yorkville added Information needed for Its
ay also
ames Farm Rd Yorkville IL 60560 have evisedtteauthormeorigi
u ' RES ' have revised the text tN the Original
h, AIA standard form.An AddX=and
^' D#Wbw Repertthat notes added
M struction, Inc
Information as well as revisions to
the standard form text is available
Abell from the author and should be
i" reviewed.A vertical line in the left
t` ake St. Montgomery IL 60538 margin of this document indicates
where the author has added
• tl ,
necessary liformation and whore
the author has added to or deleted
from the original AIA text.
This document has Important legal
uncoseq
n Utz encs.consultation with an
':: = •. ': attorney Is encouraged with respect
to its completion or modification.
This form is approved and
recommended by the American
` Y ` aate�:- Public Works Material Storage Shed lnanwteofArohltects(AIA)andTha
Associated General Contractors of
orateh Classification of Work): America(AGO)for use in evaluating
&V
the-qualflic0ons of contractors. No'
, X endorsement of the subm� party
kp par
, � orvedfic allon.of the Information Is
matte by AIA or AGC.
-
Al
a
1H. has your organization been in business as a Contractor? 28yrs
� .
.-
Haw your organization been in business under its present business
name? 28yrs
s tnder what other or former names has your organization operated? N/A
§1.3 i f your organization is a corporation,answer the following:
§1.3.1 Date of incorporation: 1980
§1.3.2 State of incorporation:Illinois
AIA DoeumeM A305T"—1956•Copyright @ 1984,19N,1979 and 1886 by The American Imt hrte of kchkacls.AN tights reserved-WARNiVi This AIA`
Do cunt is protected by Us.Copyright Law and 6Kermtiond Treaties.UnautharInd reproduction or distribution of this Al Document or any
portion of It may result in Severe civil end orhatnal penaftles,and will be prosecuted to the nWdnum extent peas>bra under the law.This document
was produced by AiA software at 14:49:48 on 10/2112009 under ordcu No.1 X175 1 which e)#Ms on 9of7MO9.and la not for reads. (2632444057)
User Noma;
§1.3.3 President's carne• James E Campbell
1.3.4 Vice-president's name(s) Tim Campbell
§1.3.5 Secretatys name: Tammi Campbell
1.3.6 Treasurer's name: Tammi Campbell
1f your organize' is a partnership.answer the following:
Date 'on:
'dk
whip(if applicable).
a
general partner(s)
k'
l vidually owned answer the following:
on is other than those listed above,describe it and name the principals:
s �} upries in which your organization is legally qualified to do business,and
tubers,if applicable.
I Contractors Association
Yt? on's partnership or trade name is filed.
;r
v
r es of organization normally performs with its own fomes.
. vp yer
d saver to any of the questions below is yes,please attach details.)
4 §3 H on ever failed to complete any work awarded to it?
any judgments,claims,arbitration proceedings or suits pending or outstanding against
tion or its officers?
NO
Your organization filed any law suits or requested arbitration with regard to construction
" r tracts within the last five years?
�.t �.:. ... NO
§3.3 Within the lest five years,has any officer or principal of your organization ever been an offcrz or principal of
another organization when it failed to complete a construction contract? (If the answer is yes,please attach detailsNO
AIA D000mant AMIX—1tJ88.Copyright O 1MX.19%.1979 and 1986 by The American Instlhas of Archunts. Aa hta►starved.W •
Document Is protected by U.B.Copyright tart and Internaftnm•rr�as,Unauthorlmd a ARNMG.TMs Ale
portion of 1t,may result 1n were"and QrI0/hral Penaltlet.and MAN be proaacmad to�or of this AIA Document,or any 2
was Produced by AIA software at 14:43:48 at 1021!2006 under No.tooasm7a 1 whk tr possible Under the Jar.This deattm
User Notes: 91ph a on 101712009,and Is not for ruin. nt
(2632444087)
separate h}teet,list major construction projects your organization has in progress,91"bg the name of
er,atchitea contract amount;percent complete and scheduled completion date.
See Attached
: §3 :f State w vs mm of workin progress mcd under contract;
4 Million
ti ont theiriajorprojects your organization has completedin the pastfiveyears,gcvang she
_e of et,contract amount,date of completion and percentageof the cost of the-work
fo es. -
- -' see Attached
t .5 •uuai amount of construction wcffkpezformed dating the pastfive years;'.
9 Million
construction expedatceand presentcomsnitments ofthekey nd vidnals of your
tc p;
checl -
H r .
arrts rah Watson 630-420 3553 Call Sarah for info
dei Jason Penman 630-466-4841 call Jason for info
-
amu of.
,�ttal ety company of America
2 hu' :��, .apeiv ile It_60563
Nam_ of agent;
- 4
_ Kotula Group
220 N.Green St.Chicago IC 60607
§ 1=IAtAN�._ .
Finan;i.�i Attach a financial statement,pr audited,including your organization's latest balance shee
§� t
� eferablY-
e statement sbc)w ng the folioW ngitems: See Attached
ntAssets(e.g.,cash,joiutventuce accoutrts,aecounts•receitra6le,notesseceivable,acetued
me,deposits,materaals inventory and prepaid expenses)
= jgeiFixedAssets;
Other Assets,
lnshwtp-of n
0a9olghtG964. and1leho tribution of1V Ale DOCOMOnt,ornny
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CDtret URb2ilities(e g.,accounts payable,notes payable,accrued expenses,provision for income
taxes,advances,accrued salaries and accruedpayroll takes);.
i
0titer•11*11iGes(P-9.,capital,capital stock,authorised and outstanding shazeiprarvalnes,earned
g surplus and retained earnings).
5.1.2 Name and address of firmpreparing attached fnairM statement,and date thereat-
Weber& crates 630-897-4500
31,- Lak urora IL 60506
s t3te'attao ed financial statement for theidantical Qrgar izationnanted on page one?
a
heseladonship and Financial responsibility of dmorgaW=don vthose fimaucial
t sled(e g.,parent4ubsidiary).
o
ose{iinancialstatementisattached act e.sguaratitorofthe contractforconstrito1614 CONS
�`V L,
YkN: SRA n
'ted atSrfln`s Aug. 2019 _
f Lite nstructon,Inc. %,trf� .•
ra•ent
�� l 1111
t t
.qr
-
orn de— " i� ys that the information provided herein is tnte and sufficiently complete so
g_
scribed an me da of 4 1 g Official Seal
Brittani Hall
otarr ary State of Illinois
r
Y
Commission Expires 07/27/2022
o". 'scion 7/27/22
.x
AIAliocurnentA3olSTg-99es.copyrlght 09964,'1969,7978andis86byTheAmericantiisUWteclAuhtects.Allrlghlaressivada WAANIUMTh1sAU4
Document Is protected by U.5.Copyright Lawand tnternallonal Ttrealies.Unauthorized repradudton or dlsidburkm of this AIA Documon4 otagy
portion of it,may result insevere clylland criminal psnelties,and will be prosecuted Who Wodmuas extent posslbieunder thelaW.7th document
vrasproduced byAtA solbyare atid:43:48 on 10/gt/2oDB undero(derNo.90oo3Be175 i:vthich expires on7o/l/2M,andis nattorresala,
User Notes: 126324490871
Job Reference List
Name East Aurora High School Phase 6
Year Construction 4/2018-9/2018
Cost 2,487,881.00
Owner East Aurora CUSD#131
Location 417 Fifth St.Aurora IL 60505
Owner's Contact Ken Waltz-630-299-5550'
Architect Cordogan Clark Architects-Mark Spangler 630-746=7210
Name St.Charles Secure Bldg.Entrances
Year Construction 6/2018-9/2018
Cost 762,612.00
Owner Community unit School District 303
Location 201 S.7th St.St.Charles IL 60174
Owner's Contact John Baird-630-957-8434
Architect ATS&R-Mark Hayes-612-599-8517
Name East Aurora HS Phase 2&5
Year Construction 10/2016-8/2017
Cost 8,532,417.00
Owner East Aurora CUSD#131
Location 417 Fifth St.Aurora IL 60505
Owner's Contact Ken Waltz-630-299-5550
Architect Cordogan Clark Architects_Mark Spangler 630-746-7210
Name West Aurora Schools Additions/Geo-Installation
Year Construction 1/2016-11/2016
Cost 7,875,862.00
Owner West Aurora School District 129
Location 1877 Downer Place Aurora IL 60506
Owner's Contact Pat Dacy 630-301-5022
Architect StudioGC Architect-Craig M.847-952-3404
Name Will State's Attorney Phase 2
Year Construction 2/2016-10/2016
Cost 1,571,981.00
Owner Will County
Location 158 N.Scott St.Joliet IL 60432
Owner's Contact Mike Miglorini 815-740-4715
Architect Andrew R Partak Architect 815-478-.5604
Name Fox Metro Water Bldg.J&P-1
Year Construction 11/2015-5/2016
Cost 1,459,739.00
Owner Fox Metro Water Reclamation District
Location 682 Rt.31 Oswego IL 60543
Owner's Contact Neal 630-892-4378
Architect Walter E Deuchler Assoc. Lee M. 630-897-4651
Name Naperville Science/Jefferson School Reno.
Year Construction 4/2015-8/2015
Cost 1,366,661.00
Owner Naperville CUSD 203
Location Naperville Illinois
Owner's Contact Steve Mathis 630-240-6300
Architect Wight&Company Jim Smiley 630-739-6977
Name West Chicago High School
Year Construction 3/2015-9/2015
Cost 1,912,900.00
Owner Community Unit School District 94
Location West Chicago
Owner's Contact Gordon Cole 630-876-6333
Architect DLA Architects William 847-742-4063
Name Yorkville High School Additions
Year Construction 7/2013-9/2015
Cost 9,700,800.00
Owner Yorkville CUSD 115
Location Yorkville Illinois
Owner's Contact Brian DeBolt 630-878-1262
Architect Concept 3-Andrew 630-833-6090
Name Will County Recorders&Coroners Office Reno.
Year Construction 9/2014-12/2014
Cost 1,369,343.00
Owner Will County Recorders&Coroners Office Reno.
Location Joilet Illinois
Owner's Contact Mike Miglorioni 815-405-0395
Architect Cordogan Clark Assoc. Rick 630-896-4678
Name Oswego High School Additions
Year Construction 3/2012-8/2013
Cost 7,530,853.00
Owner Oswego CUSD 308
Location Oswego Illinois
Owner's Contact Pat Dacy 630-327-1814
Architect Kluber Inc Clayton 630.406-1213
Name Fred Rodgers Magnet Academy
Year Construction 10/2012-7/2013
Cost 2,436,824.00
Owner East Aurora School District 131
Location Aurora IL
Owner's Contact Marty Feltes 630-554-9683
Architect Cordogan Clark Chuck 630-896-4678