special notice - Illinois Department of Transportation

HELP 

& 

INFORMATION 

Notice of Letting 

Letting Date: 

FEDERAL 

FRAUD 

HOTLINE 

Transportation Bulletin 

Illinois Department of Transportation 

2300 South Dirksen Parkway, Springfield, Illinois 62764 

Notice of Letting Bulletin March 5, 2010 Letting published January 29, 2010

IMPORTANT NOTICE: 

TRANSPORTATION BULLETIN REVISIONS 

Letting Date: March 5, 2010 

The following revisions have been made to this Transportation Bulletin. If you downloaded the 

bulletin prior to the noted revision date, you should incorporate the revisions or download and use 

a new copy of the bulletin. 

REVISION DATE: There are no revisions as of January 29 2010. 


STATE OF ILLINOIS 

Department of Transportation 

2300 South Dirksen Parkway 

Springfield, Illinois 62764 

The Transportation Bulletin is the official Illinois Procurement Bulletin for the Illinois Department of 

Transportation as authorized by Section 15-1 of the Illinois Procurement Code, 30 ILCS 500/15-1. It is 

available on the IDOT Web Site at http://www.dot.il.gov and through the IDOT Subscription Service. 

Three versions of the Transportation Bulletin are currently published. 

Transportation Procurement Bulletin 

Invitation for Bids 

Professional Transportation Bulletin 

Questions concerning file downloads and/or subscription service information should be directed 

to Tim Garman at 217-524-1642 or email Timothy.Garman@illinois.gov. 


Transportation Procurement Bulletin 

Formerly published as the Transportation Bulletin – Weekly Procurement, this bulletin is now 

located at http://www.dot.il.gov/desenv/transprocbulletin.html. It features procurement 

information for the construction and consulting industry, and the general public. Postings 

include Invitations to Bid and Request for Proposals from a variety of Bureaus within the 

Department of Transportation. The site also features important procurement information and 

links to contract award notices for construction and engineering, sole source procurements, 

emergency purchases, change orders which exceed $30,000, and renewal notices. 

Questions concerning this Bulletin should be directed to: 

Tim Garman or E-mail Timothy.Garman@illinois.gov 


Room 330 

Springfield, IL 62764 

217-524-1642 


Invitation For Bids 

Contains information pertaining to the advertisement for bidding of Highways, 

Aeronautics and Department of Natural Resources. 


Ryan Sheley Rm 326 (217) 782-7806 Ryan.Sheley@illinois.gov 

Ted Walschleger Rm 330 (217) 782-4894 Ted.Walschleger@illinois.gov 




Professional Transportation Bulletin 

Contains information pertaining to the advertisement for offers of interest for 

professional services for Department of Transportation projects. 


Carrie Kowalski or E-mail Carrie.Kowalski@illinois.gov 


Room 330 



“LETTING YOU KNOW” 

The Illinois Department of Transportation is interested in maintaining close communications 

with industry. This newsletter highlights subjects which we believe will be of interest to you. 

No. 117 January 2010 

“FOR BID LIST OF 

BIDDERS” 

DISCLAIMER: 

PROFILE EQUIPMENT 

VERIFICATION (PEV) 

PROGRAM 

“This list is an aid and is not intended to be an all inclusive list of 

potential bidders. It is the responsibility of the bidder, subcontractor 

or vendor to determine who is bidding on an (item) project.” 

Beginning with the January 29, 2010 “Notice of Letting” for the March 5, 

2010 letting the above disclaimer will be added to the “For Bid List of 

Bidders” and “Final - For Bid List of Bidders” issued before every letting. 

The bidders’ list is maintained for subcontractors and materials suppliers 

so that they can network and provide quotes for specific work to 

authorized prime contractors. However, the bidders’ list is subject to 

change due to unforeseen issues that may arise until the beginning of 

the specific letting day. 

Questions or comments should be directed to the Proposals and 

Contracts Unit at (217) 782-7806. 

The 2010 Profile Equipment Verification (PEV) program will be conducted 

by Applied Pavement Technology, Inc. this spring on behalf of the Bureau 

of Materials and Physical Research. The PEV program was established 

to address changes to the Special Provision for Surface Testing of 

Pavements that were made effective as of the August 5, 2005 letting. 

These changes require any contractor on a project using this Special 

Provision (0.00-inch Blanking Band) to verify their profile equipment 

through the PEV program. This also applies to equipment used by a 

subcontractor on the project. 

The 2010 PEV program is tentatively scheduled for the weeks of April 19 

and April 26, 2010 at the Rantoul Airport. Participants in last year's 

program will need to have their profile equipment re-verified (this is an 

annual program). If you or a subcontractor have profile equipment to be 

verified, please contact either of the following individuals for scheduling: 

NOTE: No walk-ins will be allowed. 


PEV (CONTINUED) 

INSURANCE 

REQUIREMENTS ON 

LOCAL ROADS AND 

STREETS’ PROJECTS 

JOINT IDOT 

INSPECTORS/ 

PAINTING 

CONTRACTORS 

ANNUAL MEETING 

CERTIFICATION OF 

METAL 

FABRICATORS 

STAY INFORMED! 

-2- 

James Krstulovich 

Applied Pavement Technology, Inc. 

(217) 398-3977 

jkrstulovich@appliedpavement.com 

Angela Wolters 

Applied Pavement Technology, Inc. 

(217) 398-3977 

awolters@appliedpavement.com 

If you have any questions regarding the PEV Program, please contact 

the following individual at the Bureau of Materials and Physical Research: 

LaDonna Rowden 


Bureau of Materials and Physical Research 

(217) 782-8582 

LaDonna.Rowden@illinois.gov 

All Local Roads and Streets’ contracts contain a Special Provision 

(LR-107-4) requiring the contractor to name listed entities as an 

additional insured under the contractor’s general liability insurance 

policy in accordance with Article 107.27 of the Standard Specifications 

for Road and Bridge Construction. Contractors with “blanket” certificates 

of insurance will need to have any necessary endorsements in place 

and submitted to the Contracts Office before the contract can be 

executed. Local Roads and Streets’ contracts can be identified by the 

second digit of the contract being an odd number. Some contractors 

have not been submitting the required insurance, which causes delays 

in execution of the contract. Please contact Nancy Knapp or Ryan Sheley 

at (217) 782-7806 if you have any questions. 

The Joint IDOT Inspectors/Painting Contractors annual meeting is 

scheduled for March 3, 2010 at the Pere Marquette Hotel in Peoria, 

Illinois. More details have been sent by mail to all prequalified painting 

contractors. 

Beginning with the July 2010 letting, all fabricators of steel or other non- 

ferrous metal components of structures not certified under the AISC 

Quality Certification Program for Category MBr (Major Steel Bridges) or 

Category SBr (Simply Steel Bridges) shall be certified under the AISC 

Program for Bridge and Highway Metal Component Manufacturers. 

Please contact Chris Mehuys at (217) 524-3320 with any questions. 

Keep in touch with your representative on the IDOT/Industry Policy 

Committee and IDOT/Industry Joint Co-op Committee. 


Bureau of Design and Environment 

Contractor Publications 

Electronic Subscription Service 

To receive construction contractor related publications and reports through the free subscription 

service, please follow the instructions to subscribe. The information will be automatically 

emailed to the subscriber on the publish date. The following publications and reports are 

currently available for subscription: 

IDOT Contractor’s Packet 

Subscription listname: IDOTContractorsPacket 

The IDOT Contractor’s Packet automatically subscribes the requestor to all of the 

following publications and reports. Those not wishing to receive all of the following lists 

can subscribe to the desired lists individually. 

IDOT Addendum Checklist 

The IDOT Addendum Checklist identifies all letting items that have been revised by 

addendum. The contractors should use this checklist to ensure they have incorporated into 

their plans and proposals all addenda that have been issued for each particular letting item. 

The checklist also identifies withdrawn and deleted items. The checklist is published 

regularly whenever addenda are processed. 

IDOT Aeronautics Unit Price Tabulation of Bids 

The Aeronautics Unit Price Tabulation of Bids is a listing of all unit price bids on awarded 

jobs for the letting, sorted by letting item. The listing identifies the actual bidders, the asread 

bid amounts, the corrected bid amounts (if applicable) and the low bidders. The listing 

is not published until jobs are awarded. Typically, Unit Price Tabulation of Bids listings begin 

to be published four to eight weeks after the letting, excluding the federal discretionary 

seeking projects placed on the March and August lettings. These may take several months 

before funds are secured and the projects awarded. 

IDOT As Read Tabulation of Bids 

The IDOT As Read Tabulation of Bids is a listing of bids as they were read at the bid 

opening. The bid amounts are not checked at the time this listing is produced. This listing 

also includes a page which identifies all letting items for which the as read low bid was, prior 

to a post letting review, within a reasonable approximation of the Engineer’s estimate. The 

listing is usually published by 4:30 p.m. of the day of the letting. 

IDOT Price Indices 

The IDOT Price Indices are monthly listings of the average price of Bituminous, Steel and 

Fuel; used in determining cost adjustments on contracts containing the special provision. 

IDOT CBid Files 

The CBID files contain the pay items and quantities for a contract, as well as macros to 

prepare and print a bid. These files are in Microsoft Excel format (xls). CBID files are put on 

the Website as they become available. It is your responsibility to determine which, if any, 

addenda pertains to any project you may be bidding. Failure to incorporate all relevant 

addenda may cause your bid to be declared unacceptable. Note that the CBID filename 

is the same as the IDOT Contract Number. Please refer to the Transportation Bulletin – 

Notice of Letting for the correct contract number. 


IDOT Construction Contractor’s Transportation Bulletin – Notice of Letting 

The IDOT Construction Contractor’s Transportation Bulletin – Notice of Letting is the official 

publication and invitation for construction bids by the Illinois Department of Transportation’s 

Division of Highways, IDOT Division of Aeronautics and the Illinois Department of Natural 

Resources. The bulletin also contains information pertaining to pre-bid meetings, the DBE 

program and other current information. The bulletin will be published on the advertised 

publish date for each regularly scheduled letting. Special lettings will have applicable 

bulletins published at least 14 days prior to the letting on an as needed basis. 

IDOT Corrected Tabulation of Bids 

The IDOT Corrected Tabulation of Bids is a listing of all bids for the letting, sorted by letting 

item. All bids have been recalculated and checked before this listing is produced. The 

listing identifies the eligible bidders, the actual bidders, the as-read bid amounts, the 

corrected bid amounts (if applicable) and the low bidders for the letting. The listing is 

usually published within 14 days after the letting. 

IDOT Federal Wage Rates Listing 

The IDOT Federal Wage Rates listing identifies the current federal wage rates to be used by 

contractors for preparing bids whenever the construction activities are federally participating. 

The federal wage rates will be published 10 days prior to the letting date. 

IDOT For Bid List of Bidders 

The IDOT For Bid List of Bidders is a compilation of all potential bidders who have been 

authorized to bid on each letting item for each letting. A separate list is compiled for each 

letting and the list is sorted by letting item. The list will be published several times with the 

last time being one day prior to the letting. 

IDOT Letting Plans and Proposals 

IDOT Letting plans and proposals are available for download on the IDOT Web Site. Go to 

the Letting and Bidding Information Page and select the current Letting date. 

Plans and proposals are posted as they become available. 

IDOT Local Roads Contractors Bulletin 

The Contractors Bulletin is a weekly publication advertising locally let and "material only, 

bids" for local agencies, counties, cities/villages, and road districts throughout the state. The 

bulletin is in three parts: (1) previous advertisements for two weeks, (2) new advertisements 

with a description of the job, the date and time of letting, description of the material needed 

for bidding and any other information, and (3) awarded projects identifying the successful 

bidder and the dollar amount. 

IDOT News Flash from BDE 

The IDOT News Flash is important information released by the IDOT Bureau of Design and 

Environment which all contractors should read. This is information that becomes available 

after publication of the Notice of Letting Bulletin. 

IDOT Not For Bid List of Bidders 

The IDOT Not For Bid List of Bidders is a compilation of all parties who have requested 

plans and/or proposals. A separate list is compiled for each letting and the list is sorted by 

letting item. The list will be published several times. 


IDOT Pay Item Report 

The Pay Item Report is a listing of all pay items on a letting. For each pay item, the listing 

identifies the quantity, letting item number, contract number, county, IDOT district office and 

the unit of measure. 

IDOT Pay Item Report with Awarded Prices 

The Pay Item Report with Awarded Prices is a listing of all pay items on a letting. For each 

pay item, the listing identifies the quantity, letting item number, contract number, county, 

IDOT district office and the unit of measure. This report has an added column which is the 

awarded unit price of each item. The Pay Item Report with Awarded Prices will be published 

after the last item on the letting is awarded. 

IDOT Unit Price Tabulation of Bids 

The IDOT Unit Price Tabulation of Bids is a listing of all unit price bids on awarded jobs for 

the letting, sorted by letting item. Whereas the As Read Tabulation of Bids and the 

Corrected Tabulation of Bids provide the sum total amount bid for each letting item, the Unit 

Price Tabulation of Bids provides the break down of all bids per line item unit price, and it is 

only provided for awarded jobs. The listing identifies the actual bidders, the as-read bid 

amounts, the corrected bid amounts (if applicable) and the low bidders. The listing is not 

published until jobs are awarded. Typically, Unit Price Tabulation of Bids listings begin to be 

published within three weeks after the letting and may continue for up to 60 days. Jobs 

through the Division of Aeronautics and the Department of Natural Resources are not 

included. 

IDOT Transportation Procurement Bulletin 

The Transportation Procurement Bulletin Web Page features procurement information for 

the construction and consulting industry, and the general public. Postings include Invitations 

to Bid and Request for Proposals from a variety of Bureaus within the Department of 

Transportation. The site also features important procurement information and links to 

contract award notices including sole source procurements, emergency purchases, change 

orders which exceed $30,000, and renewal notices. Subscribers will receive notification 

when new procurement opportunities are posted to the Web page. 


INSTRUCTIONS FOR SUBSCRIBING 

Prepare an e-mail to the IDOT Subscription Server by using the following e-mail address 

and with the information as noted below: 

1. Address the e-mail message to: listserv@lists.dot.il.gov 

2. Type the letters ‘sub’, a space and then the subscription listname in the body of the 

message. Please Note: There are no spaces in the listname. 

For example: sub IDOTContractorsPacket (Do Not Include Any Other Text) 

3. Send the message. 

4. A confirmation e-mail will be sent to you. 

5. Click on the reply button and type OK in the body of the message and send the message 

back to IDOT. 

6. Once the Department receives the OK, you will be added to the subscription list. 

7. You will then receive a confirmation e-mail stating that you have been added to the list 

and automatically receive the publications and reports for which you have subscribed 

when they are published. 

If you have questions, contact Tim Garman at (217)524-1642 or Timothy.Garman@illinois.gov 

To subscribe to each item individually: 

Follow the above subscription instructions. Substitute the appropriate listname for each item 

to which you want to subscribe. Please Note: There are no spaces in the listname and 

you must follow these steps for each list that you to want to receive. 

• IDOT Contractor's Packet (Automatic Subscription to all of the following lists) 

Subscription listname: IDOTContractorsPacket 

• IDOT Addendum Checklist 

Subscription listname: IDOTAddendumChecklist 

• IDOT Aeronautics Unit Price Tabulation of Bids 

Subscription listname: IDOTAeroUnitPriceTabulationofBid 

• IDOT As Read Tabulation of Bids 

Subscription listname: IDOTAsReadTabulationOfBids 

IDOT Price Indices 

• Subscription listname: IDOTBituminousPriceIndex 

• 

• IDOT CBid Files 

Subscription listname: IDOTCBid 

• IDOT Construction Contractor’s Transportation Bulletin – Notice of Letting 

Subscription listname: IDOTBulletinNoticeOfLetting 

• IDOT Corrected Tabulation of Bids 

Subscription listname: IDOTCorrectedTabulationOfBids 


• IDOT Federal Wage Rates Listing 

Subscription listname: IDOTFederalWageRatesListing 

• IDOT For Bid List of Bidders 

Subscription listname: IDOTForBidListOfBidders 

• IDOT Letting Plans and Proposals (Specifications) 

Subscription listname: IDOTLettingProposals 

• IDOT Local Roads Contractor Bulletin 

Subscription listname: IDOTLocalRoadsContractorBulletin 

• IDOT News Flash from BDE 

Subscription listname: IDOTNewsFlashFromBDE 

• IDOT Not For Bid List of Bidders 

Subscription listname: IDOTNotForBidListOfBidders 

• IDOT Pay Item Report 

Subscription listname: IDOTPayItemReport 

• IDOT Pay Item Report with Awarded Prices 

Subscription listname: IDOTPayItemAwarded 

• IDOT Unit Price Tabulation of Bids 

Subscription listname: IDOTUnitPriceTabulationOfBids 

• IDOT Transportation Procurement Bulletin 

Subscription listname: IDOTBulletinWeeklyProcurement 

INSTRUCTIONS FOR UNSUBSCRIBING 

Prepare an e-mail to the IDOT Subscription Server by using the following e-mail address and 

with the information as noted below: 


2. Type the letters ‘signoff’, a space and then the subscription listname in the body of the 


For example: signoff IDOTContractorsPacket (Do Not Include Any OtherText) 


4. A confirmation e-mail will be sent to you removing you from the subscription list. 

Note: You must follow these steps for each list that you no longer want to receive. 

If you have questions, contact Tim Garman at (217)524-1642 or Timothy.Garman@illinois.gov. 



Bureau of Design and Environment Manual 

and Procedure Memorandum Updates 

To receive updates related to the BDE Manual and BDE Procedure Memorandums through the 

free subscription service, please follow the instructions for subscribing. The information for both 

the items will be automatically e-mailed to the subscriber upon release for publication. 

Bureau of Design and Environment Manual 

The Bureau of Design and Environment Manual (BDE Manual) has been prepared to provide 

uniform policies and procedures for the Department and consultant personnel preparing Phase I 

studies and reports and contract plans for Department. The BDE Manual presents most of the 

information normally required for location, design and environmental evaluation of highway 

construction projects on the state highway system. The BDE Manual is available on CD-ROM 

and IDOT’s Doing Business/Manuals-Memorandums/Bureau of Design and Environment 

Manual & Memorandums page at: http://www.dot.il.gov/desenv/bdemanual.html 

BDE Procedure Memorandums 

The BDE Procedure Memorandums are used as a means to implement changes in procedures, 

policies, directives, and/or criteria in the interim between issuance of updates to the BDE 

Manual. The designer should refer to these when using the BDE Manual until such time as they 

are superseded or incorporated into an updated edition of the BDE Manual. BDE Procedure 

Memorandums are available on IDOT’s Doing Business/Manuals-Memorandums/Bureau of 

Design and Environment Manual & Memorandums page at: 

http://www.dot.il.gov/desenv/bdemems.html 


Please Note: 

By subscribing to the IDOTBDEManualUpdates list, you will receive both the Bureau of Design 

and Environment Manual and Procedure Memorandum Updates 




2. Type the letters ‘sub’, a space and then the subscription listname in the body of the 


Example: sub IDOTBDEManualUpdates 

(Do Not Include Any Other Text) 



5. Click on the reply button and type OK in the body of the message and send the 

message back to IDOT. 


7. You will then receive a confirmation e-mail stating that you have been added to the list 

and automatically receive the publications and reports for which you have subscribed 

when they are published. 






2. Type the letters ‘signoff’, a space and then the subscription listname in the body of the 


Example: signoff IDOTBDEManualUpdates 




If you have questions, contact Tim Garman at (217)524-1642 or Timothy.Garman@illinois.gov 



Highway Standards 

To receive updates related to the Highway Standards through the free subscription service, please follow the 

instructions for subscribing. Subscribers will be automatically emailed upon release of revisions to the 

Highway Standards. 

Highway Standards 

These drawings show the details of various construction items and are considered part of the plans. The 

Highway Standards applicable to a particular contract are referenced on the cover sheet of the plans. 

The Highway Standards are only available electronically. To access them, please visit the Department’s 

website at http://www.dot.il.gov/desenv/hwystds/stnds.html 


Prepare an e-mail to the IDOT Subscription Server by using the following e-mail address and with the 

information as noted below: 


2. Type the letters ‘sub’, a space and then the subscription listname in the body of the message. 

Please Note: There are no spaces in the listname. 

Example: sub IDOTHighwayStandards 




5. Click on the reply button and type OK in the body of the message and send the message back to IDOT. 


7. You will then receive a confirmation e-mail stating that you have been added to the list and 

automatically receive the publications and reports for which you have subscribed when they are 

published. 

If you have questions, contact Tim Garman at (217)524-1642 or at Timothy.Garman@illinois.gov 


Prepare an e-mail to the IDOT Subscription Server by using the following e-mail address and with the 

information as noted below: 


2. Type the letters ‘signoff’, a space and then the subscription listname in the body of the message. 

Please Note: There are no spaces in the listname. 

Example: signoff IDOTHighwayStandards 




If you have questions, contact Tim Garman at (217)524-1642 or at Timothy.Garman@illinois.gov 


NOTICE TO ALL BIDDERS 

TO REPORT BID RIGGING, BIDDER COLLUSION OR OTHER FRAUDULENT ACTIVITIES 

The U.S. Department of Transportation (USDOT) maintains a Hotline Complaint Center 

and operates a toll-free “hotline” Monday through Friday, 8:00 a.m. to 5:00 p.m., eastern 

time. Anyone with knowledge of possible bid rigging, bidder collusion, DBE fraud or 

other fraudulent activities should use the following hotline number or address to report 

such activities: 

Hotline Number: 

(202) 755-1855 or 800-424-9071 

Hotline Address: 

Office of Inspector General 

P. O. Box 23178 

L’Enfant Plaza Station 

Washington, D.C. 20024-0178 

The hotline is part of USDOT’s continuing effort to identify and investigate highway 

construction contract fraud and abuse and is operated under the direction of USDOT’s 

Inspector General. All information will be treated confidentially and caller anonymity will 

be respected. 


Transportation 

Bulletin 

Pre‐Qualification 

"Cut Off" 

IDOT LETTING SCHEDULE 

Joint Venture "Cut 

Off" 

2009 - 2012 

Bid Authorization 

"Cut Off" 

Letting Day 

DBE Utilization Plan 

(SBE 2025 and SBE 2026) 

1/29/2010 2/16/2010 2/26/2010 3/2/2010 3/5/2010 Submit With Bid 





















SPECIAL NOTICE 

TO ALL CONTRACTORS SUBMITTING BIDS 

Please remember to staple your bids together so that it will be less likely that anything will get 

misplaced or lost. 

Please turn in your proposal printed one sided. Double sided copies cause a problem with the 

print shop and processing. 

Thank you for your cooperation 

If you have any questions about these issues please call Ryan Sheley at (217) 782‐7806 or send 

an e‐mail to ryan.sheley@illinois.gov 


- SPECIAL NOTICE REGARDING DISADVANTAGED BUSINESS ENTERPRISE PARTICIPATION - 

1. Disadvantaged Business Enterprise (DBE) Utilization Plan 

For proposals that contain a Special Provision for Disadvantaged Business Enterprise Participation it is the responsibility of each bidder 

to submit a DBE Utilization Plan (Plan) (Form SBE 2026 and Form SBE 2025) as required by the Special Provision. Forms for the 

submittal of the Plan are available on the IDOT Web Site, in each district’s Bureau of Construction office or by calling IDOT’s Bureau of Small 

Business Enterprises at (217) 782-5490. 

DBE Plan submittal - As detailed in the Special Provision entitled “DISADVANTAGED BUSINESS ENTERPRISE 

PARTICIPATION (BDE)”; all bidders must submit Form SBE 2026 and Form SBE 2025 with their bid at the Letting. 

Failure to submit both forms with the bid shall cause the bid to be rejected as not responsive. 

SEE THE SPECIAL PROVISIONS WITHIN THE PROPOSALS FOR SPECIFIC DBE GOAL PERCENTAGES 

2. Illinois Unified Certification Program DBE Directory 

Pursuant to the requirements of the federal regulations, all state transportation agencies that receive federal-aid funds are required to 

implement a “one-stop” certification process for DBEs. As a result of this requirement, IDOT, together with the City of Chicago, CTA, Metra 

and Pace, has established the Illinois Unified Certification Program (IL UCP). 

The IL UCP maintains a DBE Directory to provide a reference source to assist bidders/proposers in meeting DBE contract goals. The DBE 

Directory lists the DBE-certified firms in alphabetical order with their address, contact information and specialty of work. It is the responsibility 

of the prime contractor/consultant to make his/her own determination regarding the capability of a DBE firm. Only those firms certified as of 

the letting date/bid opening may be utilized in meeting a DBE contract goal. 

3. Supportive Services Consultants 

The Bureau of Small Business Enterprises administers the federal DBE program and ensures that external Equal Employment Opportunity, 

On-the-Job Training and Labor contract requirements are met. The goal of IDOT’s Supportive Services program is to provide assistance that 

fosters opportunities for IDOT’s DBE firms and minority and female individuals to participate in IDOT’s transportation-related contracts. 

The following consultants have contracts to provide supportive services assistance. These services are provided at no charge to IDOT’s 

DBE firms, to those firms seeking IDOT DBE program certification, to IL UCP DBE-certified firms who have an IDOT contract(s), and to prime 

contractors doing business with IDOT. 

If you have any questions or concerns regarding the supportive services assistance that IDOT offers, please contact the Bureau of Small 

Business Enterprises at (217) 785-5947. 

Management Assistance - Assistance with cash flow, bonding and financing, payments, obtaining work and equipment / other resources, 

preparation of business plans, computer technology, certification / prequalification application assistance, assessment of management, 

accounting and computer systems, assistance with loan package preparation, development of web site / marketing materials / safety plans, 

and IDOT DBE workshops. 

Districts 1 - 3 (contract period 10/08/08 – 10/07/10) 

Mr. Theo Joyner, Project Director 

Ralph G. Moore & Associates 

211 West Wacker Drive, Suite 1050 

Chicago, IL 60606 

Phone: 312/419-7260 

Fax: 312/419-1918 

Email: theojoyner@rgma.com 

Districts 4, 5, 6, 7,8, 9 (contract period 10/9/09 – 10/8/10) 

Mr. Mark Vaughn, Project Director 

Hutson & Associates, Inc. 

3555 College Avenue 

Alton, IL 62002 

Phone: 618/433-9229 

Fax: 618/433-9239 

Email: mvaughn@hutsonassociates.com 

Hutson & Associates, Inc. staff bios 

Technical Assistance – Training and assistance in estimating, bidding, negotiations, technical tasks, reading specifications and plans, 

developing production schedules, preparing required reporting forms and documentation, reviewing IDOT contract-related documents / 

reports, assistance with IDOT project site inspections / meetings and contract troubleshooting, and IDOT DBE workshops 

Notice of Letting Bulletin March 5, 2010 Letting published January 29, 2010 

1

Districts 1, 2, 3 (contract period 10/9/09 – 10/8/10) 

Mr. Peter Stresino, Project Director 

Pavia-Marting & Co. 

910 W. Lake Street 

Roselle, IL 60172 

Phone: 630/529-8000 

Fax: 630/894-4910 

E-mail: peter.stresino@pavia-marting.com 

Pavia-Marting & Co. staff and subcontractor bios 

Districts 6, 8 (contract period 10/9/09-10/8/10) 

Mr. Jim Sullivan, Project Director 

ESI Consultants, Ltd. 

753 Windsor Road 

Charleston, IL 61920 

Phone: 217/348-1900 

Fax: 217/348-1903 

E-mail: jsullivan@esiconsultantsltd.com 

ESI Consultants, Ltd. staff and subcontractor bios 

Districts 4, 5, 7, 9 (contract period 10/9/09-10/8/10) 

Mr. Richard Nowack, Project Director 

Quigg Engineering Inc. 

495 North Westgate Avenue 

Jacksonville, Illinois 62650 

Phone: 217/245-5375 

Fax: 217/245-5398 

E-mail: rnowack@quiggengineering.com 

Quigg Engineering Inc. staff and subcontractors bios 

4. Minority-Owned Financial Institutions 

It is IDOT’s policy to investigate the full extent of services offered by financial institutions owned and controlled by socially and economically 

disadvantaged individuals in the community, to make reasonable efforts to use these institutions, and to encourage prime contractors on 

federally funded contracts to make use of these institutions. 

As of October 14, 2009, the list of Minority Depository Institutions in Illinois are as follows: 

1. All American Bank -------------------------------------------------------------- Des Plaines 

2. American Metro Bank --------------------------------------------------------- Chicago 

3. Citizens Bank & Trust Company of Chicago ----------------------------- Chicago 

4. Convenant Bank ---------------------------------------------------------------- Chicago 

5. The Foster Bank ---------------------------------------------------------------- Chicago 

6. Highland Community Bank --------------------------------------------------- Chicago 

7. Illinois Service Federal Savings and Loan Association. -------------- Chicago 

8. International Bank of Chicago ----------------------------------------------- Chicago 

9. National Republic Bank of Chicago ---------------------------------------- Chicago 

10. Pacific Global Bank ------------------------------------------------------------ Chicago 

11. Seaway National Bank of Chicago ----------------------------------------- Chicago 

Notice of Letting Bulletin March 5, 2010 Letting published January 29, 2010 

2

Special Notice Regarding 

IDOT Proposals, Authorization To Bid, and 

Requests For Plans & Proposals 

ABOUT IDOT PROPOSALS 

All Proposals issued by IDOT are potential bidding proposals. Each proposal contains all Certifications 

and Affidavits, a proposal signature sheet and a Proposal Bid Bond required for Prime Contractors 

submit a bid after written AUTHORIZATION TO BID has been issued by IDOT. A Proposal Bid Bond 

and Authorization To Bid are not required on items designated as Small Business Set-Aside. 

ABOUT AUTHORIZATION TO BID 

(Not required for Small Business Set-Asides) 

WHO CAN BID? Bids will be accepted from only those companies that request and receive written 

Authorization to Bid from IDOT. To request authorization, a potential bidder must complete and 

submit Part A of the Request for Authorization to Bid/or Not For Bid Status for (BDE 124INT). 

WHAT CONSTITUTES AUTHORIZATION TO BID? When a prospective prime bidder submits a BDE 

124INT he/she must indicate at that time which items are being requested for bidding purposes. Only 

those items requested For Bidding will be analyzed. After the request has been analyzed, the bidder 

will be issued a Authorization To Bid or Not For Bid Report that indicates which items have been 

approved for Bidding. If Authorization to Bid cannot be approved, the Authorization To Bid or Not 

For Bid Report will indicate the reason for denial. 

FIRMS UNSURE AS TO AUTHORIZATION STATUS? Firms that have not received an authorization 

form within a reasonable time of complete and correct original document submittal should contact the 

department as to status. This is critical in the week before the letting. These documents must be 

received by three days before the letting date. Firms unsure as to authorization status should call the 

Prequalification Section of the Bureau of Construction at 217/782-3413. 

NOTICE 

NO AUTHORIZATION TO BID WILL BE ISSUED UNTIL A COMPLETED PART A OF FORM BDE 124INT AND 

THE ORIGINAL AFFIDAVIT OF AVAILABILITY HAS BEEN FILED WITH THE CENTRAL BUREAU OF 

CONSTRUCTION. 

FOR SMALL BUSINESS SET-ASIDES, THE AFFIDAVIT OF AVAILABILITY IS NOT REQUIRED. 



ATTENTION IDOT FORM USERS! 

On Wednesday April 15, 2009 the Illinois Department of Transportation began posting all 

business forms developed using Microsoft Word and/or Microsoft Excel in the 2007 

format. 

To open Microsoft Office Word 2007 .docx or .docm files with Microsoft Office Word 

2003, Word 2002, or Word 2000, you need to install the Microsoft Office Compatibility 

Pack for 2007 Office Word, Excel and PowerPoint File Formats and any necessary 

Office updates. By using the Compatibility Pack for the 2007 Office system, you can 

open, edit some items, and save Office Word 2007 documents in previous versions of 

Word. 

If you have questions regarding this conversion, please e-mail 

Dorothy.Negangard@illinois.gov 


SPECIAL NOTICE: 

RULE FOR SUBMITTAL OF DBE UTILIZATION PLANS 

All Prime contractors please take note that DBE utilization 

plans, both forms SBE 2025 and SBE 2026, are now being 

required to be submitted with the bid on all construction 

contracts that contain a specified goal in the special provision 

for Disadvantaged Business Enterprise Participation. 



SUBSTANCE ABUSE PREVENTION PROGRAM 

CERTIFICATION 

PA 95-0635 SUBSTANCE ABUSE PREVENTION PROGRAM (SAPP) 

Effective January 1, 2008 

This Public Act requires that all contractors and subcontractors have a SAPP, meeting 

certain requirements, in place before starting work. 

The contractor should submit their correctly completed SAPP Certification (Form BC 261 ) 

to the District at the preconstruction conference. 

The requirements of this Public Act are a material part of the contract, and the contractor 

shall require this provision to be included in all approved subcontracts. The contractor shall 

submit the correctly completed SAPP Certification (Form BC 261) for each subcontractor 

with the Request for Approval of Subcontractor (Form BC 260-A). 



SMALL BUSINESS SET-ASIDES 

Several items on this Letting are designated as small business set-asides. In 

accordance with Section 45-45 of the Illinois Procurement Code and the rules of the 

Department, only bids from qualified small businesses will be considered for award. No 

construction business is a small business if its annual sales and receipts exceed 

$10,000,000. 

To encourage maximum competition, these small business set-asides are open bidding 

items. In accordance with the rules of the Department, prequalification is waived for 

these items. All bidders, including those correctly prequalified by the Department, are 

required to submit with the bids a Qualification and Equipment Inventory Certification 

Form. The form is included with the proposal and bidding documents. 

Please see the list of items elsewhere in the Bulletin. There will be Small Business Setasides 

on future Lettings as well. 

Authorization to bid is not required; however, firms wishing to be listed on the For Bid list 

should so indicate by sending a Request For Authorization To Bid/or Not For Bid Status 

(form BDE 124INT). 

If you have any questions please contact Ryan Sheley at 217-782-7806. 


SMALL PROJECTS LISTING 

March 5, 2010 

Small Business Set-Aside 

The following items on this letting are designated as small business setasides. 

In accordance with Section 45-45 of the Illinois Procurement Code 

and the rules of the Department, only bids from qualified small businesses 

will be considered for award. No construction business is a small business 

if its annual sales and receipts exceed $10,000,000. 

To encourage maximum competition, these small business set-asides are 

open bidding items. All bidders are required to submit with the bids a 

Qualification and Equipment Inventory Certification Form. The form is 

included with the proposal and bidding documents. 

65 82 164 200 208 236 237 

Hot-Mix Asphalt Projects (less than 3000 Ton) 

The following items on this letting are small business projects designated to 

encourage the participation of prequalified small businesses and or 

prequalified Disadvantaged Business Enterprises. These items have up 

to 3,000 tons of bituminous products; however, the ownership of a 

bituminous plant is not required in accordance with 44 Illinois 

Administrative Code 650.70. These designated projects are open for 

bidding by any pre-qualified contractor with a Hot-Mix Asphalt (HMA) 

Paving work rating or a Hot-Mix Asphalt (HMA) Plant Mix work rating. All 

other prequalification requirements are unchanged. 

4 7 8 10 11 14 20 

56 89 91 97 100 101 102 

111 127 153 155 179 183 206 

265 283 


Subcontractor Registration 

Subcontractors interested in participating on contracts are required 

to register with the Department. Prequalified contractors, 

consultants, material suppliers and trucking companies are NOT 

required to register. Subcontractors can register electronically at the 

Department’s web site, http://www.dot.il.gov/. At the home page click 

on “Doing Business”. The subcontractor registration form is listed 

under Contractor Services. The registration form requires minimal 

information and can be completed in minutes. Confirmation, along 

with a registration number, will be received by e-mail in 1-2 days. 

Registration is valid for one year and will then require renewal. 

Questions may be addressed to the Prequalification Section, Bureau 

of Construction. 

Phone: (217) 782-3413 

E-mail: Michael.Copp@illinois.gov 



INVITATION FOR BIDS 

Volume 13 Springfield, Illinois, January 29, 2010 No. 5 

This invitation is the official advertisement and solicitation for bids issued by the Illinois 

Department of Transportation to secure the performance of highway work by contract, airport 

work by contract and contract work solicited by the Illinois Department of Natural Resources. 

The Invitation for Bids is published in the Transportation Bulletin and is available on the 

Department’s Internet website at http://www.dot.il.gov and through electronic subscription. 

Questions concerning this invitation should be directed to: 

Mr. Ryan Sheley 

Harry R. Hanley Building 

Room 326 



(217)782-7806 

Fax: (217)785-1141 

TDD: (217)524-4875 

Ryan.Sheley@illinois.gov 

NOTICE OF LETTING – March 5, 2010 

1. LETTING DUE DATE AND TIME FOR SUBMISSION AND OPENING OF BIDS. The 

Department of Transportation is requesting offers in the form of sealed bids from 

responsible contractors to fill the State’s needs as described in this invitation. Sealed bids 

for the contract items described herein will be accepted at the above address of the Chief 

Contract Official and at the auditorium in the Harry R. Hanley Building by U.S. Mail, delivery 

service or hand deposit until 10:00 a.m. prevailing local time March 5, 2010, at which time 

the bids will be publicly opened and read. The Department will not open or read bids 

received after the stated opening date and time. 

2. RULES GOVERNING LETTING. This letting is subject to and governed by the rules of the 

Department adopted at 44 Illinois Administrative Code 650 and 44 Illinois Administrative 

Code 660, and by the provisions of this invitation. Copies of the rules are available by 

contacting the above address of the Chief Contract Official. 

3. INSTRUCTIONS TO BIDDERS. Read the following instructions carefully before submitting 

any bid. Failure to follow these instructions and the rules may result in the rejection of your 

bid. The Department reserves the right to reject any and all bids, to waive minor or 

immaterial irregularities, informalities or technicalities, to advertise for new bids, or to 

request confirmation or clarification from any bidder regarding a bid. 


(a) CONTRACT ITEM DESCRIPTIONS. A summary description of each contract item 

advertised in this invitation is given following these instructions by Item numbers. 

Bids shall be submitted by Item number. A contract number appears after the Item 

number. The contract number will also be shown on the contract documents for the 

contract that the Item number represents. The summary description provided for the 

proposed work, quantities and time for completion for each Item are for information 

only and are subject to the terms published in the contract documents for bidding. 

(b) CONTRACT DOCUMENTS FOR BIDDING. Contract documents for bidding include 

a Notice to Bidders, Specifications, Proposal, Contract and Contract Bond document 

and a set of Plan documents. These documents may be separate or combined into 

one document. Contract documents for bidding applicable to each Item number 

advertised in this invitation may be examined at the above address of the Chief 

Contract Official. In addition, contract documents for bidding highway work may be 

examined at the respective District Offices in which the prospective work is located. 

The names and addresses of the District Engineers are as follows: 

REGION DISTRICT ENGINEER ADDRESS Phone 

1 1 D. M. O'Keefe 201 West Center Court, Schaumburg, IL 60196-1096 (847) 705-4000 

2 2 G. F. Ryan 819 Depot Avenue, Dixon, IL 61021-3546 (815) 284-2271 

2 3 G. F. Ryan 700 East Norris Drive, PO Box 697, Ottawa, IL 61350-0697 (815) 434-6131 

3 4 J. E. Crowe 401 Main Street, Peoria, IL 61602-1111 (309) 671-3333 

3 5 J. E. Crowe 13473 IL Hwy 133, PO Box 610, Paris, IL 61944-0610 (217) 465-4181 

4 6 R. L. Driskell 126 East Ash Street, Springfield, IL 62704-4792 (217) 782-7301 

4 7 R. L. Driskell 400 West Wabash, Effingham, IL 62401-2699 (217) 342-3951 

5 8 M. C. Lamie 1102 Eastport Plaza Dr., Collinsville, IL 62234-6198 (618) 346-3100 

5 9 M. C. Lamie State Transportation Bldg., PO Box 100, Carbondale, IL 62901-0100 (618) 549-2171 

Contract documents for bidding will not be loaned to prospective bidders. Electronic 

plans and proposals may be downloaded from the Department’s web site 

http://www.dot.il.gov/desenv/delett.html. 

(c) PREQUALIFICATION. Any contractor desiring to bid shall be prequalified in 

accordance with the rules of the Department, adopted at 44 Illinois Administrative 

Code 650, prior to being granted Authorization to Bid. Prequalification may be waived 

for particular contract items. In such cases, the manner of determining bidder 

responsibility will be stated in the contract documents for bidding. Contractors who 

desire to become prequalified or to renew their prequalification for this letting must file 

with the Department of Transportation, Bureau of Construction, Room 322, 2300 

South Dirksen Parkway, Springfield, Illinois 62764, a Contractor’s Statement of 

Experience and Financial Condition no later than 4:30 p.m. prevailing local time, 

February 16, 2010. A Contractor will not be prequalified for this letting unless the 

statement is received before the time and day established. 


(d) AUTHORIZATION TO BID. Contractors planning to bid MUST request Authorization 

to Bid prior to 4:30 p.m. prevailing time March 2, 2010. No Authorization to Bid will be 

issued after that time. Requests for Authorization to Bid submitted by U.S. Mail or 

courier delivery will not be honored unless received prior to 4:30 p.m. prevailing local 

time March 2, 2010, at the Department of Transportation, Bureau of Construction, 

Room 322, 2300 South Dirksen Parkway, Springfield, Illinois 62764. A form to 

request authorization to bid is included in the Transportation Bulletin, and is entitled 

“Request for Authorization to Bid/or Not For Bid Status” (BDE 124 INT). 

(e) AFFIDAVIT OF AVAILABILITY. In addition to the Authorization to Bid, prospective 

bidders shall submit an Affidavit of Availability prior to 4:30 p.m. prevailing time March 

2, 2010. The Affidavit must include all uncompleted contracts awarded to them and 

all low bids pending award for all public and private work using the prescribed format. 

The sworn statement relative to contracts and pending awards must be in complete 

detail, be properly signed and notarized. Facsimiles of the sworn statement will be 

accepted for analysis, but Authorization to Bid will be issued only upon receipt of a 

signed and properly completed original Affidavit of Availability. Any omission or 

misstatement of fact in the sworn statement will be considered as sufficient grounds 

for the disqualification of the bidder and the rejection of bids. Prospective bidders 

shall notify the Department within two working days of any low bids pending award or 

contracts awarded which might occur between the date of submission of the sworn 

statement and the date of letting. For your convenience, a form to report this 

information is included in the Transportation Bulletin, and is entitled “Affidavit of 

Availability” (BC 57). The form can also be downloaded from the department’s Web 

Site at www.dot.il.gov/const/conforms.html. 

(f) JOINT VENTURES. Prequalified contractors desiring to bid as a joint venture must 

submit the properly completed documentation no later than 4:30 p.m. prevailing local 

time February 26, 2010. The required forms for the joint venture are: 

• “Affidavit of Availability” (BC 57) from each of the joint venture entities, 

• “Certificate of Joint Venture” (BC 2267), 

• “Request for Authorization to Bid/or Not for Bid Status” (BDE 124INT). 

The Certificate of Joint Venture and the Request for Authorization to Bid/or Not for Bid 

Status forms must be in the name of the Joint Venture. The original, signed and 

notarized Certificate of Joint Venture and Affidavits of Availability must be received 

before consideration will be given for the Joint Venture request. 

(g) EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF THE WORK. The 

bidder shall, before submitting a bid on any contract item, carefully examine the 

provisions of the contract documents for bidding and all contract documents 

referenced therein that comprise the contract as defined in Article 101.09 of the 

Standard Specifications for Road and Bridge Construction. The bidder shall inspect 

in detail the site of the proposed work, investigate and become familiar with all the 

local conditions affecting the contract and the detailed requirements of construction. 

If the Department has made a sub-surface examination of the site of the work, the 

borings, test pits, or other information pertaining thereto are available for examination 

by all bidders by written request to the office of the District Engineer of the district in 

which the work is to be performed. The availability of subsurface information from the 

Department is solely for the convenience and information of the bidder and shall not 

relieve the bidder of the duty to make, and the risk of making, examinations and 

investigations as required to assess conditions affecting the work. Any data furnished 

in the contract plans is for information only and does not constitute a part of the 

contract. The Department makes no representation or warranty, express or implied, 

as to the information conveyed or as to any interpretations made from the data. 


Submission of a bid shall be a conclusive assurance and warranty the bidder has 

made these examinations and the bidder understands all requirements for the 

performance of the work. If the bid is accepted, the bidder will be responsible for all 

errors in the proposal resulting from a failure or neglect to comply with these 

instructions. The Department will not be responsible for any costs, expenses, losses, 

or change in anticipated profits resulting from such failure or neglect of the bidder to 

make these examinations. 

The bidder shall take no advantage of any error or omission in the proposal and 

advertised contract. Any prospective bidder who desires an explanation or 

interpretation of the plans, specifications, or any of the contract documents, shall 

request such in writing from the Central Bureau of Design and Environment at the 

above address of the Chief Contract Official. The request should be made in 

sufficient time to allow a written reply by the Department that can reach all 

prospective bidders before submission of their bids. Any reply given a prospective 

bidder concerning any of the contract documents, plans, and specifications will be 

furnished to all prospective bidders in the form determined by the Department 

including, but not limited to, an addendum, if the information is deemed by the 

Department to be necessary in submitting bids or if the Department concludes the 

information would aid competition. Oral explanations, interpretations, or instructions 

given before the submission of bids unless at a prebid conference will not be binding 

on the Department. 

(h) ADDITIONAL INSTRUCTIONS. The Notice to Bidders, Specifications, Proposal, 

Contract and Contract Bond document for each contract item includes specific and 

additional information and instructions pertaining to submission of bids. That 

information should be carefully read and the instructions followed by the bidder. 

4. IMPORTANT DATES FOR BIDDERS. All due dates published in this invitation are 

summarized for convenient reference by potential bidders on the page entitled “Important 

Dates for Bidders”. Bidders are cautioned that all due dates are strictly enforced. 

5. PART OF THE CONTRACT. This invitation is made part of the contract by operation of 

Article 101.09 of the Standard Specifications for Road and Bridge Construction. 

This invitation issued under the authority of the Department of Transportation, State of Illinois. 

Gary Hannig, 

Secretary of Transportation 


IMPORTANT DATES FOR BIDDERS 

March 5, 2010 Bid Opening 

PREQUALIFICATION 

Any contractor who desires to become prequalified to bid on work advertised by IDOT must 

submit the properly completed prequalification forms to the Bureau of Construction no later than 

4:30 p.m. prevailing time twenty-one days prior to the letting of interest. This prequalification 

requirement applies to first time contractors, contractors renewing expired ratings, contractors 

maintaining continuous prequalification or contractors requesting revised ratings 

The prequalification cut-off date is 4:30 p.m. prevailing time February 16, 2010 . 

Also, to be eligible to bid, existing prequalification ratings must be effective through the date of letting. 

JOINT VENTURES 

Prequalified contractors wishing to combine bidding capacity and bid items as joint ventures must 

submit the appropriate properly completed forms no later than 4:30 p.m. prevailing time, seven 

(7) days prior to the letting date. The required joint venture forms are the “Request for 

Authorization to Bid/or Not for Bid Status” (BDE 124INT), the ORIGINAL “Affidavit of Availability” 

(BC 57) and the ORIGINAL “Certificate of Joint Venture” (BC 2267). 

The Joint venture cut-off date is 4:30 p.m. prevailing time February 26, 2010 . 

REQUESTS FOR AUTHORIZATION TO BID 

Contractors wanting to bid on items included in a particular letting must submit the properly 

completed “Request for Authorization to Bid/or Not for Bid Status” (BDE 124INT) and the properly 

completed ORIGINAL “Affidavit of Availability” (BC 57) to the proper office no later than 4:30 p.m. 

prevailing time, three (3) days prior to the letting date. 

The Authorization to Bid request cut-off date is 4:30 p.m. prevailing time March 2, 2010 . 

SUBMITTAL OF BIDS 

The time and place of letting is always listed in the Transportation Bulletin. Most lettings are held 

at 10:00 a.m. prevailing time in the Auditorium of the IDOT Harry R. Hanley Building located at 

2300 South Dirksen Parkway, Springfield, Illinois. 

No bid will be accepted unless delivered prior to the time specified in the Transportation Bulletin. 

Bidders submitting bids by U.S. Mail or courier are cautioned to allow sufficient time for delivery. 

DBE UTILIZATION PLANS 

Projects with DBE participation require all bidders to submit a DBE Utilization Plan with their bid. 

ADDITIONAL AWARD CRITERIA 

Projects requiring Additional Award Criteria require the AS-READ-LOW-BIDDER to submit the 

required criteria to the Contracts Office within seven (7) working days after the letting. 

The cut-off date for the submittal of the required criteria is March 16, 2010 . 


PAVEMENT 

March 5, 2010 Letting 

Index Listing 

156. Cass-Sangamon 105(RS-6); 106(RS-4) FAP 67 IL 125 

69. Champaign (10-30)RA-I-2 FAI 57 I-57 

123. Champaign (28Z)RS-5 FAP 808 US 150/US 45 

260. Champaign-Douglas (21-28,21-10-29,10-30)RS-1 FAI 57 I-57 

58. Champaign 10-37RS-2 & (10,27-38)RS-1 FAI 57 I-57 

2. Christian 05-00071-05-RS FAS 645 CH 1 

1. Christian 09-00060-00-RS FAU 7877 SPRESSER STREET 

198. Clark-Coles D7 PAVT PATCHING 2010-5 FAS 691/689 & FAS 677 CLEONE RD & OAKLAND RD 

196. Clay (106,107)RS-2 FAP 828 N/A 

225. Clay 09-00053-00-PV FAU 8526 WORTHEY STREET 

179. Coles 09-00092-00-RS VARIOUS 

178. Coles 09-00182-00-RS VARIOUS 

19. Coles 4RS-1,114RS-2 FAP 832 IL 49 

141. Cook (145&146)RS-7 FAU 2857 ASHLAND AVE/WOOD ST 

240. Cook (1616&1718)RS-3 FAP 39 PERSHING RD 

241. Cook (2021-Y-1&3128)RS-3 FAP 348 IL 43 

165. Cook 01-P4019-05-BT MARQUETTE DRIVE 

285. Cook 0103 RS-2 FAP 370 WESTERN AVE 

100. Cook 0307 RS-5 FAU 3596 DOLTON AVE 

217. Cook 05-00161-00-CH FAU 2743 GREENWOOD ROAD 

168. Cook 08-00169-00-PK LEHIGH AVE. & COMPASS RD. 

88. Cook 0811 RS FAU 1477 PERSHING RD 

90. Cook 09-00020-00-RS FAU 3598 VINCENNES ROAD 

10. Cook 09-00022-00-RS FAU 1610 167TH STREET 

7. Cook 09-00030-00-RS FAU 1596 135TH STREET 

13. Cook 09-00031-00-RS FAU 1349 DEVON AVENUE 

190. Cook 09-00046-00-RS VARIOUS 

14. Cook 09-00051-00-RS FAU 1366 MONTROSE AVENUE 

15. Cook 09-00067-00-BT FAU 2696 104TH AVENUE 

172. Cook 09-00129-00-PV FAU 1397 ST. CHARLES ROAD 

248. Cook 09-00173-00-BT STONY CREEK TRAIL 

112. Cook 09-00247-00-RS FAU 2783 RIDGELAND AVENUE 

77. Cook 1315 RS-3 FAP 358 TORRENCE AVE 

93. Cook 1316 RS-2 FAU 2743 GREENWOOD AVE 

144. Cook 1316 RS-4 FAU 3778 CRAWFORD AVE 

137. Cook 2009-066 I FAU 3565 IL 171/ARCHER AVE 

62. Cook 2009-076RS FAP 305 IL 53 FRONTAGE RD 

143. Cook 2009-077 RS FAP 307 IL 64 

242. Cook 2009-131 RS FAU 3562 & FAU 1504 JOLIET RD & 55TH ST 

142. Cook 3248 RS-1 FAU 2843 DIXIE HWY 

239. Cook 3271(A&B)RS-4 FAP 348 IL 43 

138. Cook 3293 RS-2 FAP 305 IL 50/CICERO AVE 

6. Cook 3309B-RS-1 FAU 1349 DEVON AVE 

5. Cook 42-Z(2&3)RS-3 FAP 341 STONY ISLAND AVE 

139. Cook 44RS-6 FAU 2820 GOVERNORS HWY 

149. Cook 524-1-N FAP 344 IL 83 

150. Cook 8 Y-RS-5 FAP 311 US 34 

3. Cook C-RS-7 FAU 3587 MAIN ST/CHICAGO-JOLIET RD 

197. Cumberland-Clark D7 PAVT PATCHING 2010-4 FAI 70 I-70 

205. Cumberland 09-00061-01-RS FAS 662 

63. DeWitt-Piatt 124RS-6 & 125RS-3 FAP 760 IL 48 

61. DeWitt 124RS-6 FAP 760 IL 48 

67. DeWitt 2010PPP FAP 322 US 51 

71. Douglas-Edgar (145,146)RS-3 & 147RS-5 FAP 323 US 36 

275. Douglas-Moultrie 120RS-3 FAP 749 IL 133 

11. DuPage 09-00019-00-RS FAU 2663 CLARENDON HILLS RD. 

96. DuPage 09-00074-00-RS FAU 2534 JOLIET STREET 

89. DuPage 09-00075-00-RS FAU 2530 POWIS ROAD 

171. DuPage 09-00098-00-RS FAU 3884 & FAU 2625 ARMY TRAIL BLVD & MILL RD 

9. DuPage 09-00172-00-PK FAU 1392 FIRST STREET 

233. DuPage 55WRS FAU 1453 22ND STREET 

18. Effingham (12,13)RS-3 FAS 1652 US 45 

261. Effingham (12R)RS-1 FAP 328/FAU8379 US 45 

70. Fayette D7 HMA SAFETY SHLD 2010-1 FAP 777 IL 185 

26. Franklin 08-00059-00-RP FAU 9452 NORTH DUQUOIN ST. 

84. Fulton 18RS-4 FAP 315/317 US 136/US 24 

255. Fulton 21RS-4,22RS-6 FAP 630 IL 100 

184. Gallatin-Saline 05-00002-00-BT PEDESTRAIN TRAIL 

102. Greene (102,103)RS FAP 761 IL 108 

274. Henderson (114,116)RS-3 FAP 657 IL 164 

87. Henry (125,126)RS-3 FAP 22 IL 78 

254. Henry-Knox 132RS-4;110RS-5 FAS 1195 IL 17/IL 180 

- 1 - 


86. Henry-Whiteside 115 RS-4 FAP 22 IL 78 

170. Jackson 05-00118-00-RP REED STATION PARKWAY 

134. Jefferson 09-00130-00-RP FAU 8749 NORTH DAVIDSON AVENUE 

32. Jo Daviess 31T FAP 301 US 20 

25. Johnson 09-00062-00-RS FAS 924 LICK CREEK ROAD 

169. Kane 08-00370-00-SP FAP 363 FABYAN PARKWAY 

238. Kane 126 RS-5 FAP 307 IL 64 

259. Knox (13,16,15)RS-4 FAP 574 IL 41 

252. Knox-Henry 2RS-5,3RS-3,4RS-4 FAP 37 US 34 

253. Knox-Stark (132,133,133EXT)RS-3 FAS 392 IL 17 

66. Knox 106RS-2;107RS-4;108RS-3 FAS 2400 US 150 

148. Lake (106-2 & 117) RS-1 FAP 334 US 12/IL 59 

269. Lake (46-1S&47)WRS-2 FAP 344 US 45 

4. Lake 44 X-RS-1 FAP 335 IL 83 

271. LaSalle (5)N FAP 311 IL 71 

192. Lee (103-1,103-2)SHLD FAI 39 I-39 

152. Lee 115RS-4 FAP 573 US 30 

97. Lee 75RS-3 FAP 694 US 52 

115. Livingston 114RS-2 FAP 681 IL 116 

159. Macoupin (1)I-2 FAS 731 SCOTTVILLE ROAD 

278. Macoupin 06-00086-00-PV FAS 2729 CH 3 

161. Madison (101,102)RS-3 FAP 604 IL 159 

130. Madison-St Clair 60-(30,31,128)-1 FAP 600 IL 159 

28. Madison 07-00089-03-RS FAS 778 ST. ROSE ROAD 

265. Madison 09-00048-00-RS FAU 9097 BROADWAY AVENUE 

91. Madison 09-00080-04-RS FAU 9010 NINTH STREET 

212. Madison 261-RS-1 FAP 789 IL 111 

268. Madison 30-ZRS-1 FAU 9122 BELTLINE RD 

213. Madison 31-15RS-3 FAU 9110 VADALABENE DRIVE 

211. Madison 42RS-2 FAS 776 POSSUM HILL RD 

129. Madison 60-15, 60-15B FAP 310 IL 255 

283. Marion 09-00096-00-RS FAU 8623 & FAU 8609 W BROADWAY & BROOKSIDE 

AVE 

52. Marion 10-00070-01-RS FAU 8566 SOUTH MARION ST. 

214. Marion 101RS FAP 805 IL 161 

267. Massac 09-00038-00-BT GEORGE ROGERS CLARK DISCOVERY TRAIL 

215. McHenry 00-00246-01-FP FAU 85 WALKUP ROAD 

12. McHenry 08-00054-00-CH FAP 305 US 14 

111. McHenry 09-00003-00-SP FAU 3702 RAWSON BRIDGE ROAD 

247. McHenry 09-00366-00-RS FAU 167 CHAPEL HILL ROAD 

74. McLean (101,102X)R,RS-2&55RS-PRK LN FAP 315/709 US 136 

68. McLean (9,10,11)RS-3 FAS 2466 US 150 

21. McLean 01-00001-01-BT ROUTE 66 BIKEWAY 

277. Mercer 06-00094-05-DR FAS 206 CH 4 

158. Montgomery (112)SEAL COAT FAS 1769 FRI-55 WEST 

23. Morgan 09-00123-00-RS FAU 8169 LAFAYETTE AVENUE 

101. Moultrie (101,102,105)RS-1 SBI 132 OLD IL 121 

57. Moultrie 3RS-5, (4,5)RS-2 FAP 758 IL 32 

202. Ogle 06-00242-00-RS FAS 90 RIVER ROAD 

250. Ogle 9RS-8 FAP 567 IL 38 

191. Ogle D2 PATCHING 2010-3 FAP 742 IL 2 

203. Peoria 09-00318-00-RS FAU 6593 UNIVERSITY STREET 

120. Peoria 12RS-3; 13RS-4 FAP 317 US 150 

118. Peoria Z[9D-15D)RS-6;(15D)RS-3],GRS-2 FAS 1388 IL 8 

27. Pope 06-00038-00-RS FAS 1930 BAY CITY ROAD 

256. Putnam-Marshall 123RS-4;(122,124)RS-5;2RS-3ETC FAP 649 & 698 IL 89 & IL 17 

20. Putnam 07-00020-00-RS FAS 1254 CH 16 

226. Richland 09-00080-00-PV FAU 8484 BUTLER STREET 

206. Richland 09-00117-00-RS FAS 801 EAST DUNDAS LANE 

153. Rock Island D2 MRS 2010-5 FAS 1205 IL 192 

22. Sangamon 09-00015-00-PV FAU 8081 VILLAGE CENTER DRIVE 

24. Sangamon 09-00447-03-PV FAU 7982 CAPITOL AVENUE 

180. St. Clair 05-00016-01-PV FAU 9247 ST. LOUIS ST. 

104. St. Clair 06-00092-02-PV FAU 9294 CONCORDIA CHURCH RD. 

183. St. Clair 09-00044-00-RS FAU 9199 DORIS AVENUE 

181. St. Clair 09-00049-01-SW OHIO AVENUE 

227. St. Clair 09-00219-00-RS FAU 9223 17TH STREET 

119. Stark (11,12)RS-2;(6W)RS-3;101RS-4 FAP 643 IL 17/IL 91 

272. Tazewell-Woodford 17RS-6;18RS-1;35RS-8 FAP 317 US 24 

55. Union 09-00098-00-RS FAS 926 ST. JOHNS ROAD 

17. Vermillion (36X,36X-1,34Z-3)RS-1 FAP 729 & FAU 7052 US 150 

257. Warren-Henderson 105RS-2 FAS 1412 IL 94 

92. Warren 103RS;(1,3)RS-3 FAS 411 IL 164 

121. Warren 4RS SBI 8A OLD US 34 

162. Washington 2RS-3 FAP 42 IL 127 

127. Washington 95-AC & 32B-I OR 322/SBI 2 OLD US 51/DELAWARE RD 

16. Whiteside (20-1)M FAP 309 US 30 

286. Whiteside (32-4)RS-2 FAP 561 IL 2 

- 2 - 


229. Whiteside 110RS-4 FAP 309, FAS 1197 US 30 

136. Will (535B-6R&536)RS-4 FAP 351 IL 7 

232. Will (99-1&2)AC-3 FAI 55 I-55 

145. Will (H & 10)RS-7 FAP 876 IL 1 

186. Will-Cook 144RS-5 FAU 3778 GOVERNORS HWY 

110. Will 09-00018-00-RS FAU 2967 UNIVERSITY PARKWAY 

8. Will 09-00027-00-RS FAU 375 RAVEN ROAD 

105. Will 09-00039-00-RS VARIOUS 

95. Will 09-00418-00-RS VARIOUS 

140. Will 121 RS-1 FAU 323 IL 126 

147. Will 2009-091 GRR VARIOUS VARIOUS 

243. Will 99 (1&2) RS-11 FAI 55 I-55 

56. Williamson 08-00058-00-RS FAU 9588 EAST HERRIN ST. 

99. Williamson 09-00109-00-RS VARIOUS 

155. Winnebago 41RS-1 FAP 303 US 20 BUS 

223. Woodford 86-00075-01-AS FAS 358 CH 1 

BRIDGES 

132. Alexander D9 DECK SEAL 2010-1 FAI 57 I-57 

38. Brown 05-00065-00-BR FAS 1583 CH 3A 

39. Cass 00-00063-00-BR FAS 575 CH 12 

37. Cass 09-00074-00-BR FAS 575 CH 12 

94. Champaign (10-6HB-5)BR FAI 74 I-74 

124. Champaign (105BR)BR FAP 709 US 136 

60. Champaign 12BR FAS 1517 US 150 

289. Cumberland 07 Bridge Painting 2010-1 FAI 57 I-57 

280. Clark 09-00268-00-DR FAS 1660 CH 12 

264. Clay 09-00082-00-BR FAS 801 CH 16 

287. Clinton 14-12BR-1 FAP 327 US 50 

245. Cook 0203-100 1HB-I FAI 57 I-57 

220. Cook 09-00071-00-BR WHITEHALL AVE.&PRATER AVE. 

234. Cook 2009-069BR VARIOUS VARIOUS 

235. Cook 2009-070 BR FAP 348 IL 43 (HARLEM AVE) 

221. Crawford (21,BY)B-1 FAU 8324 TRIMBLE ROAD 

46. DeKalb (116,128)T FAP 573 & 557 US 30 & IL 72 

76. Douglas (143BR)BR FAP 323 US 36 

133. Douglas (15,21-25HB-2)BR FAI 57 I-57 

135. DuPage 10HB-R FAP 311 US 34 

222. Effingham D7 BRIDGE REPAIRS 2010-1 FAP 328 US 45 

193. Fayette 114B-1(1) & 114B-1(2) FAP 750 & FAS 719 IL 185 

33. Ford 104 I & 105 BR-1 FAP 796 IL 115 

64. Fulton (142-BR)I FAP 665 IL 116 

65. Grundy (111)I-6 FAP 326 IL 47 

117. Hancock (6G-WPSO)BR FAP 522 IL 96 

177. Iroquois 07-00222-01-BR FAS 1322 CH 37 

282. Jasper 05-10127-00-BR TR 186A 

31. Jo Daviess 43T & M FAP 301 US 20 

116. Kankakee (102)I FAS 1323 IL 115 

258. Knox (42B)I-1 FAP 626 IL 97 

29. Lake 04-00038-03-BT FAU 1257 DEERFIELD ROAD 

34. LaSalle (H)I-1 FAP 623 US 6 

80. Logan 09-00074-01-BR FAS 559 CH 2 

279. Macon 03-00184-00-BR FAU 7352 CH 20 

35. Madison 60-15HB-3 FAP 310 IL 255 

288. Madison 60-3HB-1-HDF FAI 270 I-270 

164. Madison D-8 BRIDGE CLEANING 2010-1 FAI 270 & FAP 2 I-270 & IL 3 

73. Marion 15B-1 FAP 327 US 50 

218. McHenry 06-00005-00-BR FAU 4081 THOMPSON ROAD 

224. Menard 08-10110-00-BR TR 166 

131. Monroe 67-1HBR FAP 809 IL 158 

276. Pope 3(I-1) SBI 34 IL 34 

79. Pulaski (120)I-1 FAP 726 IL 37 

36. Pulaski D9 BSMART FY10-2 FAI 57 I-57 

154. Rock Island 17(D)BR-M FAP 599 US 67 

40. Sangamon 09-00028-01-DR FAU 8153 GORDON DRIVE 

41. Scott 09-00006-02-BR FAS 605 CH 3 

210. St Clair 82-1-1HB FAI 70 I-70/I-55 

173. Stephenson 04-00164-00-BR FAS 62 GOLDMINE ROAD 

281. Wayne 06-00047-00-BR EAST 4TH STREET 

266. White 08-07120-00-BR FAS 890 

175. Whiteside 06-00183-00-BR FAS 76 LYNDON ROAD 

284. Will 112T-1 FAU 327 WEST RIVER ROAD 

30. Winnebago (W-1-15D)BR-1 FAS 55 IL 70 

151. Winnebago 1-HBR-2 FAP 301 US 20 

98. Woodford (114 BR-1)I FAP 702 IL 117 

- 3 - 


ELECTRICAL 

43. Cook 09-00033-00-LT FAU 2943 BURNHAM AVENUE 

44. DuPage 09-00020-00-LT FAP 344 IL 83 

185. Kane 08-00270-00-TL FAU 1521 GALENA BOULEVARD 

244. Kane 2009-105 TS VARIOUS VARIOUS 

122. Peoria 12-I-5;11-I-2 FAP 64 & FAU 6659 IL 29 & UNMARKED 

204. Stark 09-00001-00-LT FAP 643 WILLIAMS ST. 

273. Tazewell (6)TS,J FAS 2466 US 150 

45. Will 09-00012-00-LT FAS 2320 IL 113 

251. Winnebago 3TS-3 FAP 303 IL 251 

MISCELLANEOUS 

187. Bureau-LaSalle D-3 OVD SIN STR REPL 2010-37 FAI 80 I-80 

249. Cook 06-00162-03-SW FAU 1008 CLAIRE BOULEVARD 

167. Cook 08-00202-00-SW DES PLAINES RIVER TRAIL 

49. Cook 09-00041-00-SW FAU 2831 KEDZIE AVENUE 

81. Cook 09-00044-00-SW VARIOUS 

114. Cook 09-00049-00-SW VARIOUS 

51. Cook 09-00050-00-LS VARIOUS 

216. Cook 09-00056-00-LS FAP 29 95TH STREET 

219. Cook 09-00108-00-LS FAP 348 HARLEM AVENUE 

50. Cook 09-00283-00-LS FAP 350 US 41 

59. Cook D 1 N COOK CNTY RR 10-42 VARIOUS VARIOUS 

72. Cook D-1 S COOK CNTY RR 10-43 VARIOUS VARIOUS 

166. DuPage 08-00086-00-SW FAU 1376 GRAND AVENUE 

208. Franklin D9 MITIGATE WETLAND SUGAR CAMP FAP 853 IL 14 

182. Jersey 09-00034-02-SW FAU 8801 & FAU 8818 FAIRGROUNDS AVE.& JUNE 

ST. 

201. JoDaviess 08-00043-00-SW RIDGE STREET 

47. Kane-Cook 2009-088 I FAP 339 IL 62 

113. Kane 09-00056-00-LS FAP 341 IL 72 

236. Lake 2009-072 I VARIOUS VARIOUS 

176. LaSalle 09-00161-00-SW VARIOUS 

262. Lee 09-P4000-01-BT LOWELL TRAIL 

290. Macon 07 Safety Tree RM 2010-1 FAP 714 IL 48 

189. Madison-St Clair D 8 OVD SIN STR REPL 2010-45 VARIOUS VARIOUS 

207. Madison 09-00075-01-LS FAU 8902 GOVERNORS PARKWAY 

54. Madison 09-00176-01-LS FAP 2 IL 3 

195. Madison 60-(30,31,128)DM FAP 600 IL 159 

53. Mason 09-00065-00-ST VARIOUS 

263. Peoria 09-00066-01-SW FAU 6679 PFEIFFER ROAD 

75. Peoria 72-[(7)RS-2;(1,7-1)I] FAP 318 IL 6 

126. Richland-Edwards D7 GUARDRAIL 2010-1 FAP 116 IL 130 

109. Rock Island BLACK HAWK STATE HISTORIC SITE PARK ROADS PARK ROADS 

228. Saline 06-00082-00-BT PEDESTRIAN PATH 

157. Sangamon D6 RUMBLESTRIP, MRKING 2010 FAP 658 IL 29 

163. St Clair-Clinton 123-1-J,(26,24)-J FAP 805 & FAS 1780 IL 161 & OLD US 50 

174. Stephenson 09-00138-01-LS FAP 505 STEPHENSON STREET 

246. Various 2009-127 SG VARIOUS VARIOUS 

188. Various D 1 GRDRL DELIN MAINT 10-44 VARIOUS VARIOUS 

230. Various D 1 GRVD INT PVMNT MRK 10-11 VARIOUS VARIOUS 

83. Various D 2 H-T PVMNT MRK RPR 10-21 VARIOUS VARIOUS 





82. Various D2 WEED CONTROL SPRAY 2010 VARIOUS VARIOUS 

199. Various D7 WEED CONTROL SPRAYING 2010 FAI 57 & FAI 70 I-57 & I-70 

200. Various D9 WEED SPRAY 2010-1 VARIOUS VARIOUS 

231. Various SIGN OVERLAY 2010-41 VARIOUS VARIOUS 

270. Will 06-00162-01-SW EXCHANGE ST & SANGAMON ST 

48. Will 09-00043-00-SW FAU 321 KANKAKEE STREET 

237. Will 2009-073 I FAP 852 US 52 

146. Will 2009-090 GRR VARIOUS VARIOUS 

78. Will 2009-092-GRR VARIOUS VARIOUS 

- 4 - 


AERONAUTICS 

6A. Franklin BENTON MUNICIPAL 

2A. Jackson SOUTHERN ILLINOIS 

7A. Kankakee GREATER KANKAKEE 

3A. Lake WAUKEGAN REGIONAL 

5A. Logan LOGAN COUNTY 

4A. Rock Island QUAD-CITY INTERNATIONAL 

1A. Vermilion VERMILION COUNTY 

ILLINOIS DEPARTMENT OF NATURAL RESOURCES 

2W. Cook CRYSTAL CREEK FLOOD CONTROL PROJECT PHASE IIA 

1W. Cook LAKE MICHIGAN/CHICAGO RIVER LEAKAGE CONTROL 

- 5 - 


- 1 - 

1. Contract No. 93512 Christian County District 6 

Section 09-00060-00-RS (TAYLORVILLE) 

FAU Route 7877 (SPRESSER STREET) Project ARA-M-5067(17) 

2.25 miles HMA binder and surface with three-foot aggregate wedge shoulders along each side and pavement marking 

on Spresser Street from just north of IL Route 148 to West Avenue in Taylorville; includes 105 tons aggregate surface; 

3,770 gals bituminous materials; 78 tons aggregate; 3,710 tons polymerized leveling binder; 1,967 sq yds HMA surface 

removal; 898 sq yds PCC surface removal; 4,160 tons HMA surface; 7,942 sq yds aggregate shoulders; 75,750 ft 

pavement marking; 19,000 sq ft work zone pavement marking removal; 190 raised reflective pavement marker removals; 

railroad protective liability insurance; traffic control and protection; Federally funded; (A Special Provision for this contract 

requires insurance that names additional insureds). (40 Working Days) (Job No. C-96-241-10) (6-10429-0000) 

(See Special Provisions for DBE Percentage) 

2. Contract No. 93517 Christian County District 6 

Section 05-00071-05-RS 

FAS Route 645 (CH 1) Project ARA-RS-645(112) 

6.60 miles milling, HMA binder, surface and shoulders, guardrail, traffic barrier terminals, pavement markings and raised 

pavement markings on County Highway 1 beginning at Vanderville and continuing north for 6.60 miles; includes 41 cu yds 

earth excavation; 650 cu yds furnished excavation; 0.8 acre seeding; 111 tons aggregate base course; 148 sq yds HMA 

base course; 308 tons aggregate surface; 10,937 gals bituminous materials; 210 tons aggregate prime coat; 85,885 sq 

yds HMA surface removal; 17,590 tons HMA binder; 8,900 tons HMA surface; 28,061 sq yds aggregate shoulders; 975.5 

ft steel plate beam guardrail; 8 traffic barrier terminals; 202,128 ft pavement marking; 292 raised reflective pavement 

markers; 16 guardrail markers; 8 terminal markers; removal of 292 raised reflective pavement markers; 100 tons recycled 

material patching; 379,854 gals bituminous materials; 108,530 sq yds cold in-place recycling bituminous concrete 

pavement; 6,412 cu yds shoulder excavation; traffic control and protection; Federally funded; (A Special Provision for this 

contract requires insurance that names additional insureds). (60 Working Days) (Job No. C-96-206-10) (6-10279-0000) 


This project is eligible for the Department’s Mentor-Protégé Program. 

3. Contract No. 60H94 Cook County District 1 

Section C-RS-7 

FAU Route 3587 (MAIN ST/CHICAGO-JOLIET RD) 

3.14 miles of milling, HMA surface, striping and other work on Main Street (Chicago/Joliet Road) from Illinois Street to IL 

Route 83 in Lemont; includes 300 units grading and shaping shoulders; 35 sq yds topsoil; 35 sq yds sodding; 2,255 tons 

polymerized leveling binder (machine method); 4,600 tons HMA surface course, Mix D; 50 sq ft concrete sidewalk; 54,650 

sq yds milling; 2,770 sq yds patching; 1,380 tons aggregate wedge shoulder; 61,360 ft thermoplastic pavement marking; 

mobilization; traffic control and protection. (30 Working Days) (Job No. C-91-834-09) (1-76736-0000) 


4. Contract No. 60H95 Lake County District 1 

Section 44 X-RS-1 

FAP Route 335 (IL 83) 

0.30 mile of patching, milling, HMA surface striping and other work on IL Route 83 from IL Route 60/IL Route 83 to U.S. 

Route 45 in Mundelein; includes 60 sq yds topsoil; 60 sq yds sodding; 1,045 tons polymerized HMA surface course, Mix 

F; 10,327 sq yds milling; 650 sq yds patching; 440 tons polymerized leveling binder (machine method); 66 ft detector loop 

replacement; 7,460 ft thermoplastic pavement marking; mobilization; traffic control and protection. (20 Working Days) 

(Job No. C-91-835-09) (1-77144-0000) (See Special Provisions for DBE Percentage) 

5. Contract No. 60I07 Cook County District 1 

Section 42-Z(2&3)RS-3 

FAP Route 341 (STONY ISLAND AVE) 

1.16 miles of milling, HMA surface, striping and other work on Stony Island Avenue and the exit/entrance ramps of I-94 

(Bishop Ford Expressway); includes 170 units grading and shaping shoulders; 8,250 tons polymerized HMA surface 

course, Mix F; 900 sq ft concrete sidewalk; 42,200 sq yds milling; 5,140 sq yds patching; 3,470 tons polymerized leveling 

binder (machine method); 1,800 sq yds concrete surface removal; 39,570 ft thermoplastic pavement marking; 44,320 ft 

epoxy pavement marking; mobilization; traffic control and protection. (60 Working Days) 


6. Contract No. 62759 Cook County District 1 

Section 3309B-RS-1 

FAU Route 1349 (DEVON AVE) 

2.7 miles of patching, milling and HMA surface on Devon Avenue from North Central Avenue to McCormick Boulevard in 

Lincolnwood and Chicago; includes 8,228 tons polymerized HMA surface course, Mix F; 83,960 sq yds milling; 3,398 ft 

curb and gutter removal and replacement; 3,358 sq yds patching; 1,045 sq ft concrete sidewalk; 16,055 ft thermoplastic 

pavement marking; 3,463 tons polymerized leveling binder (machine method); 2,830 ft detector loop replacement; 

mobilization; traffic control and protection. (Completion Date: August 31, 2010 Plus 05 Working Days) 



- 2 - 


Section 09-00030-00-RS (CRESTWOOD) 

FAU Route 1596 (135TH STREET) Project ARA-M-9003(384) 

0.78 mile HMA resurfacing including surface removal, leveling binder, patching, HMA surface, curbs, sidewalks and 

pavement striping on 135th Street from Central Avenue to East Circle Drive in Crestwood; includes 1,730 gals bituminous 

materials; 35 tons aggregate; 17,195 sq yds surface removal; 1,420 tons HMA surface; 657 sq ft PCC sidewalk; 176 sq ft 

detectable warnings; 657 sq ft sidewalk removal; 92 ft combination concrete curb and gutter removal and replacement; 

600 sq yds Class D patches; 604 tons aggregate shoulders; 13,970 ft pavement marking; removal of 100 raised reflective 

pavement markers; 131 raised reflective pavement markers; traffic control and protection; Federally funded; (A Special 

Provision for this contract requires insurance that names additional insureds). (35 Working Days) 


8. Contract No. 63326 Will County District 1 

Section 09-00027-00-RS (SHOREWOOD) 

FAU Route 375 (RAVEN ROAD) Project ARA-M-9003(526) 

Project consists of HMA surface removal, HMA pavement patching, sidewalk removal and replacement, HMA resurfacing, 

adjustment of structures, aggregate shoulder installation, thermoplastic pavement markings and all incidental items to 

complete the work on FAU Route 375 (Raven Road) from Seil Road to Valencia Drive in the village of Shorewood; 

includes 88 sq yds aggregate base course; 1,055 gals bituminous materials (prime coat); 443 tons leveling binder 

(machine method); 394 sq yds HMA surface removal; 886 tons HMA surface course; 790 sq ft PCC sidewalk; 90 sq ft 

detectable warnings; 10,547 sq yds HMA surface removal; 840 sq ft sidewalk removal; 820 ft combination concrete curb 

and gutter removal and replacement; 391 sq yds Class D patches; 4,454 ft thermoplastic pavement marking line; 112 sq 

yds PCC driveway removal and replacement; 13 drainage and utility structures to be adjusted; traffic control and 

protection; Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). 

(20 Working Days) (Job No. C-91-727-09) (1-20749-0000) (See Special Provisions for DBE Percentage) 

9. Contract No. 63382 DuPage County District 1 

Section 09-00172-00-PK (ELMHURST) 

FAU Route 1392 (FIRST STREET) Project ARA-9003(412) 

Project consists of HMA base course, leveling binder, HMA surface course, aggregate base course, curb and gutter, 

drainage structure installation, pavement markings and all other incidental items to complete the work on FAU Rte. 1392 

(First Street) from Myrtle Avenue to Clara Place in the city of Elmhurst; includes 1,790 cu yds earth excavation; 122 cu 

yds trench backfill; 1,388 sq yds topsoil furnish and place; 33 units supplemental watering; 402 sq yds HMA base course; 

210 gals bituminous materials (prime coat); 208 tons HMA binder course; 166 tons HMA surface course; 383 sq yds 

pavement removal; 782 ft combination curb and gutter removal; 258 ft storm sewers; 2,018 ft combination concrete curb 

and gutter; 372 ft guardrail removal; 1,408 ft chain link fence; 1,614 cu yds special waste disposal; 158 ft metal posts; 867 

ft paint pavement marking line; 1,953 sq yds aggregate subgrade; traffic control and protection; Federally funded; (A 

Special Provision for this contract requires insurance that names additional insureds). (30 Working Days) 



Section 09-00022-00-RS (ORLAND HILLS) 

FAU Route 1610 (167TH STREET) Project ARA-M-9003(372) 

0.70 mile milling, patching, HMA resurfacing, curb and gutter and minor drainage improvements on 167th Street from 88th 

Avenue to Hobart Avenue in Orland Hills; includes 40 cu yds trench backfill; 3,000 gals bituminous materials; 60 tons 

aggregate; 1,650 tons HMA surface; 14,700 sq yds HMA surface removal; 1,600 ft combination concrete curb and gutter 

removal and replacement; 100 sq ft sidewalk removal and replacement; 1,400 sq yds Class D patches; 385 ft storm 

sewers; 22,475 ft pavement marking; 825 tons polymerized leveling binder; 19 structures to be adjusted; 100 sq yds PCC 

driveway removal and replacement; 300 sq yds HMA driveway removal and replacement; traffic control and protection; 

Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). 



Section 09-00019-00-RS (WILLOWBROOK) 

FAU Route 2663 (CLARENDON HILLS RD.) Project ARA-9003(391) 

0.51 mile surface removal, HMA leveling binder, patching, HMA surface, aggregate shoulder and striping on Clarendon 

Hills Road from 75th Street to 79th Street in Willowbrook; includes 1,500 gals bituminous materials; 20 tons aggregate; 

1,180 tons HMA surface; 9,904 sq yds HMA surface removal; 400 sq yds Class D patching; 100 tons aggregate 

shoulders; 6,370 ft pavement marking; 162 ft detector loop replacement; 51.4 sq ft temporary information signing; 586 

tons polymerized leveling binder; traffic control and protection; Federally funded; (A Special Provision for this contract 




- 3 - 

12. Contract No. 63404 McHenry County District 1 

Section 08-00054-00-CH (CARY) 

FAP Route 305 (US 14) Project M-ARA-9003(313) 

Project consists of the installation of a right turn lane, HMA surface removal, resurfacing, patching, driveways, curb and 

gutter, sidewalks, structure adjustments, traffic signal modifications and all other incidental items to complete the work at 

the intersection of FAP Rte. 305 (US 14) and East Main Street in the village of Cary; includes 631 cu yds earth 

excavation; 270 cu yds removal and disposal of unsuitable material; 930 sq yds geotechnical fabric for ground 

stabilization; 1,895 sq yds topsoil furnish and place; 81 units supplemental watering; 74 lbs temporary erosion control 

seeding; 318 ft perimeter erosion barrier; 3,905 sq yds aggregate base course; 695 sq yds HMA base course; 1,872 gals 

bituminous materials (prime coat); 103 tons polymerized HMA binder course; 619 tons HMA surface course; 1,009 sq yds 

protective coat; 101 sq yds PCC driveway pavement; 6,290 sq ft PCC sidewalk; 220 sq yds pavement removal; 6,580 sq 

yds HMA surface removal; 635 ft combination curb and gutter removal; 1,318 sq yds Class D patches; 70 tons aggregate 

wedge shoulder; 584 ft storm sewers, Class A; 46 ft storm sewer removal; 15 inlets; 1,380 ft combination concrete curb 

and gutter; 6,388 ft thermoplastic pavement marking line; 325 ft conduit in trench; 324 ft trench and backfill for electrical 

work; 7,308 ft electric cable in conduit; 3 steel mast arm assemblies and poles; 11 signal heads, LED; 350 ft detector 

loop; 6,590 ft remove electric cable from conduit; 885 sq yds aggregate subgrade; 350 sq ft modular segmental block 

retaining wall; 493 tons polymerized leveling binder; 2,618 ft fiber optic cable in conduit; traffic control and protection; 




Section 09-00031-00-RS (ROSEMONT) 

FAU Route 1349 (DEVON AVENUE) Project ARA-9003(489) 

0.38 mile HMA surface removal, leveling binder, HMA surface, pavement patching, sidewalks and detector loops on 

Devon Avenue from Higgins Road to Interstate Rte. 294 in Rosemont; includes 50 cu yds remove and dispose unsuitable 

material; 50 cu yds subbase granular material; 2,530 gals bituminous materials; 52 tons aggregate; 48 tons mixture for 

cracks, joints and flangeways; 13,025 sq yds surface removal; 2,125 tons HMA binder course; 1,100 tons HMA surface 

course; 1,190 sq ft PCC sidewalk removal and replacement; 210 sq ft detectable warnings; 400 ft combination concrete 

curb and gutter removal and replacement; 1,265 sq yds Class B patches; 11 frames and lids to be adjusted; 6,425 ft 

pavement marking; 450 ft detector loop replacement; traffic control and protection; Federally funded; (A Special Provision 

for this contract requires insurance that names additional insureds). (25 Working Days) 



Section 09-00051-00-RS (HARWOOD HEIGHTS) 

FAU Route 1366 (MONTROSE AVENUE) Project ARA-9003(500) 

Project consists of HMA removal, adjustment of existing valve boxes, detector loop replacement, HMA surface course, 

pavement markings and all other incidental items to complete the work on FAU Route 1366 (Montrose Avenue) from 

Sayre Avenue to Forest Preserve Avenue in the village of Harwood Heights; includes 1,287 gals bituminous materials 

(prime coat); 26 tons aggregate (prime coat); 1,442 tons HMA surface course; 12,872 sq yds HMA surface removal; 6 

valve boxes to be adjusted; 36 frames and lids to be adjusted; 24,224 ft thermoplastic pavement marking line; 319 ft 

detector loop replacement; 12 butt joints; traffic control and protection; Federally funded; (A Special Provision for this 




Section 09-00067-00-BT (ORLAND PARK) 

FAU Route 2696 (104TH AVENUE) Project ARA-9003(390) 

Project consists of earth excavation, structure excavation, HMA pavement, segmental concrete block retaining wall, 

guardrail modification, storm drainage system, landscaping, signs and all other incidental items to complete the work on 

FAU Route 2696 (104th Avenue) from 167th Street to 163rd Place in the village of Orland Park; includes 150 cu yds earth 

excavation; 220 cu yds renewal and disposal of unsuitable material; 312 cu yds furnished excavation; 280 cu yds topsoil 

excavation and placement; 2,220 sq yds aggregate base course; 249 tons HMA surface course; 760 cu yds structure 

excavation; 420 ft pipe handrail; 135 ft storm sewers; 42 ft pipe underdrains; 420 ft concrete gutter; 118.5 ft metal post; 

200 ft thermoplastic pavement marking line; 3,050 sq ft segmental concrete block wall; 400 ft bike path approach 

guardrail adjustment; traffic control and protection; Federally funded; (A Special Provision for this contract requires 

insurance that names additional insureds). (50 Working Days) (Job No. C-91-776-09) (1-20775-0010) 



- 4 - 

16. Contract No. 64F37 Whiteside County District 2 

Section (20-1)M 

FAP Route 309 (US 30) Project ACHSIP-309(12) 

This project consists of intersection improvements located at U.S. Route 30 and IL Route 136 east of Fulton; includes 

1,545 cu yds earth excavation; 2,295 sq yds topsoil furnish and place; 1,857 tons HMA binder and surface course; 685 ft 

strip reflective crack control treatment; 253 tons aggregate shoulders; 859 sq yds HMA shoulders; 4 end sections; 12 ft 

pipe culverts; 756 sq ft concrete median surface; 4,384 ft thermoplastic pavement marking line; 71 raised reflective 

pavement markers; 1 electric service installation; 318 ft unit duct,600V,2-1C No.8,1/C No 8 ground,(xlp-type use),3/4" 

diameter polyethylene; 166 ft trench and backfill for electrical work; 1 lighting controller, photocell relay; 1 traffic signal 

post; 185 ft combination concrete curb and gutter; 3,910 sq yds geotechnical reinforcement; 97 sq yds rumble 

resurfacing; mobilization; traffic control and protection; Federally funded. (Completion Date: June 25, 2010 Plus 05 

Working Days) (Job No. C-92-196-09) (2-30002-0100) (See Special Provisions for DBE Percentage) 

In accordance with the requirements of the Governor’s Executive Order #2003-13, this project contains a Project Labor 

Agreement. 

17. Contract No. 70315 Vermillion County District 5 

Section (36X,36X-1,34Z-3)RS-1 

FAP Route 729 & FAU Route 7052 (US 150) 

4.3 miles of inlay resurfacing on U.S. Route 150 from west of Interstate 74 to Logan Avenue in Danville; includes 4,323 

tons leveling binder (machine method); 10,965 tons HMA surface course, N70; 135,420 sq yds HMA surface removal; 

3,177 sq yds Class D patches; 1,887 tons aggregate shoulders; 3,612 ft steel plate beam guardrail; 18 traffic barrier 

terminals; 490 sq ft sign panel; 74 ft overhead sign structure cantilever; 108,426 ft thermoplastic pavement marking line; 

625 raised reflective pavement markers; 495 ft unit duct, 600V, 2-1C No. 6 ground,(XLP-Type use), 1" dia. polyethylene; 

1,551 ft detector loop; 65 ft overhead sign structure walkway, cantilever; 9,575 ft cold milling; railroad protective liability 

insurance; mobilization; traffic control and protection. (65 Working Days) (Job No. C-95-059-03) (5-51670-0000) 


18. Contract No. 74376 Effingham County District 7 

Section (12,13)RS-3 

FAS Route 1652 (US 45) 

Pavement patching, resurfacing, striping and other work along 4.64 miles of U.S. Route 45 beginning at the Shelby 

County line and continuing southerly, located in Effingham County; includes 2,831 tons leveling binder (machine method); 

5,691 tons HMA surface course, Mix C; 67,235 sq yds milling; 1,034 sq yds patching; 1,534 tons aggregate shoulders; 

59,960 ft paint pavement marking; mobilization; traffic control and protection. (45 Working Days) 


19. Contract No. 74418 Coles County District 7 

Section 4RS-1,114RS-2 


4.4 miles of patching, milling, HMA surface, striping and other work on IL Route 49 from IL Route 16 to the Clark County 

line; includes 5,337 tons HMA surface course, Mix C; 63,260 sq yds milling; 1,315 sq yds patching; 2,115 tons aggregate 

shoulders; 57,329 ft paint pavement marking; mobilization; traffic control and protection. (35 Working Days) 


20. Contract No. 89413 Putnam County District 4 

Section 07-00020-00-RS 

FAS Route 1254 (CH 16) Project ARA-1254(110) 

Project consists of HMA resurfacing, aggregate shoulders, pavement markings and all other incidental items to complete 

the work on FAS Rte. 1254 (CH 16) from IL Rte. 89 east 2 miles to the LaSalle-Putnam County Line; includes 3,358 gals 

bituminous materials (prime coat); 50 tons aggregate (prime coat); 152 sq yds HMA surface removal-butt joint; 2,823 tons 

HMA surface course; 150 tons aggregate shoulders; 2,068 ft short term pavement marking; 345 sq ft work zone 

pavement marking removal; 27,372 ft paint pavement marking line; traffic control and protection; Federally funded; (A 




- 5 - 

21. Contract No. 91429 McLean County District 5 

Section 01-00001-01-BT 

ROUTE 66 BIKEWAY Project ARA-D5(90) 

Construction of 10-foot HMA bike path, aggregate shoulders, median replacement, new culverts, culvert extensions 

including box culverts, a retaining wall, erosion control, pavement markings and all other incidental items to complete the 

work on the Route 66 Bikeway from the village of Shirley to the southwest side of the city of Bloomington at Fox Creek 

Road; includes 98 units tree removal; 5,880 cu yds earth excavation; 5,105 cu yds furnished excavation; 35,422 sq yds 

topsoil furnish and place; 7.3 acres seeding; 217 sq yds erosion control blanket; 1,464 lbs temporary erosion control 

seeding; 790 ft temporary ditch checks; 5,110 ft perimeter erosion barrier; 22,325 sq yds subbase granular material; 

12,260 gals bituminous materials (prime coat); 1.722 tons leveling binder (machine method); 1,716 tons HMA surface 

course; 222 ft combination curb and gutter removal; 471 sq ft median removal; 5,607 sq yds aggregate shoulders; 4,620 

lbs reinforcement bars; 333 ft pipe culverts; 14 end sections; 58 ft combination concrete curb and gutter; 221 sq ft 

concrete median surface; 267 sq ft sign panel; 5,304 ft thermoplastic pavement marking line; 36 bollard assemblies; traffic 

control complete; Federally funded; (A Special Provision for this contract requires insurance that names additional 

insureds). (65 Working Days) (Job No. C-95-301-10) (0-09910-0000) (See Special Provisions for DBE Percentage) 

22. Contract No. 93513 Sangamon County District 6 

Section 09-00015-00-PV (SHERMAN) 

FAU Route 8081 (VILLAGE CENTER DRIVE) Project ARA-167(59) 

Project consists of constructing a new intersection including turn lanes, curbed median, HMA overlay, traffic signalization 

and all other incidental items to complete the work at FAU Route 8081 (Village Center Drive) and FAP Route 666 

(Business 55) in the village of Sherman; includes 1,820 cu yds earth excavation; 1.4 tons agricultural ground limestone; 

200 lbs temporary erosion control seeding; 2,755 sq yds subbase granular material; 958 sq yds HMA base course; 1,499 

sq yds HMA base course widening; 562 gals bituminous materials (prime coat); 693 tons HMA surface course; 5,503 sq 

yds HMA surface removal; 1,658 ft combination curb and gutter removal; 449 sq yds paved shoulder removal; 908 sq yds 

HMA shoulders; 102 ft storm sewers, Class B; 1,342 ft combination concrete curb and gutter; 1,164 sq ft concrete median 

surface; 6,368 ft temporary pavement marking line; 4,839 ft thermoplastic pavement marking line; 1,469 ft preformed 

plastic pavement marking line; 65 raised reflective pavement markers; 1,074 ft conduit in trench; 1,059 ft trench and 

backfill for electrical work; 4,243 ft electric cable in conduit; 3 steel combination mast arm assemblies and poles; 52 ft 

concrete foundation; 13 signal heads, polycarbonate, LED; traffic control and protection; Federally funded; (A Special 



23. Contract No. 93514 Morgan County District 6 

Section 09-00123-00-RS (JACKSONVILLE) 

FAU Route 8169 (LAFAYETTE AVENUE) Project ARA-5032(29) 

Resurfacing project consists of HMA surface course and leveling binder, storm sewer, pavement patching, manhole/valve 

box adjustments, pavement markings and all other incidental items to complete the work on FAU Route 8169 (Lafayette 

Avenue) from Webster Avenue to North Church Street in the city of Jacksonville; includes 238 cu yds trench backfill; 

1,454 gals bituminous materials (prime coat); 30 tons aggregate (prime coat); 467 tons leveling binder (machine method); 

451 sq yds PCC surface removal; 2,151 tons HMA surface course; 1,173 sq ft PCC sidewalk; 358 ft combination curb and 

gutter removal; 1,189 sq ft sidewalk removal; 892 sq yds Class C patches; 192 ft storm sewer removal; 200 ft adjusting 

water main; 358 ft combination concrete curb and gutter; 200 ft storm sewers; 3,252 ft thermoplastic pavement marking 

line; 618 ft storm sewer (water main requirement); traffic control complete; Federally funded; (A Special Provision for this 




Section 09-00447-03-PV (SPRINGFIELD) 

FAU Route 7982 (CAPITOL AVENUE) Project HPP-ARA-D6(89) 

0.14 mile streetscape including removal of existing pavement, sidewalks and lighting and replace with concrete pavers, 

planting beds, traffic signals and lighting all on Capitol Avenue between 5th Street and 7th Street in Springfield; includes 

320 units tree removal; 3,806 sq yds subbase granular material; 237 tons aggregate for temporary access; 289 sq yds 

HMA surface removal; 72 tons HMA surface; 3,353 sq yds PCC pavement; 20,317 sq ft PCC sidewalk; 344 sq ft 

detectable warnings; 48 cu yds structure excavation; 467 sq yds HMA surface removal; 25.6 cu yds concrete structures; 

3,740 lbs reinforcement bars; 215 ft storm sewers; 2,010 ft pipe underdrains; 2,396 sq yds concrete paver pavement; 

1,009 sq yds concrete paver sidewalk; 1,105 ft combination concrete curb and gutter; 4 ornamental lighting units; 46.5 sq 

ft sign panel; 199 ft epoxy pavement marking; 356 ft conduit in trench; 500 ft unit duct; 356 ft trench and backfill; 1,625 ft 

electric cable in conduit; 8 signal heads; 1,697 plants; 204 shrubs; 2 trainees; traffic control and protection; Federally 

funded; (A Special Provision for this contract requires insurance that names additional insureds). (65 Working Days) 



- 6 - 

25. Contract No. 99372 Johnson County District 9 

Section 09-00062-00-RS 

FAS Route 924 (LICK CREEK ROAD) Project ARA-RS-924(124) 

1.99 HMA overlay on existing surface and placement of crushed stone shoulders on Lick Creek Road from the Williamson 

County line southeasterly 1.99 miles; includes 50 tons aggregate surface course; 2,520 gals bituminous materials; 40 

tons aggregate (prime coat); 1,990 tons leveling binder; 345 sq yds HMA surface removal; 480 tons HMA binder course; 

1,790 tons HMA surface course; 1,480 tons aggregate shoulders; 58.5 sq ft sign panel; 138.5 ft telescoping steel sign 

support; 33,980 ft paint pavement marking; 142 raised reflective pavement markers; traffic control and protection; 



26. Contract No. 99396 Franklin County District 9 

Section 08-00059-00-RP (BENTON) 

FAU Route 9452 (NORTH DUQUOIN ST.) Project ARA-M-5005(11) 

Project consists of PCC pavement, pavement removal, PCC sidewalks, combination curb and gutter, driveways, storm 

sewers and all other incidental items to complete the work on FAU Route 9452 (North Duquoin Street) from McFall Street 

north to FAI Route 57 overpass bridge in the city of Benton; includes 525 units tree removal; 3,600 cu yds earth 

excavation; 625 cu yds removal and disposal of unsuitable material; 4 tons agricultural ground limestone; 9,680 sq yds 

erosion control blanket; 200 ft temporary ditch checks; 2,398 ft perimeter erosion barrier; 11,742 sq yds subbase granular 

material; 595 tons aggregate surface course; 10,621 sq yds PCC pavement; 12,000 sq yds protective coat; 674 sq yds 

PCC driveway; 13,232 sq ft PCC sidewalk; 8,696 sq yds pavement removal; 1,294 sq ft sidewalk removal; 325 tons 

aggregate shoulders; 372 ft storm sewers, Class A; 522 ft pipe drains; 42 inlets; 1,125 ft steel plate beam guardrail; 3,203 

ft paint pavement marking line; traffic control and protection; Federally funded; (A Special Provision for this contract 



27. Contract No. 99418 Pope County District 9 

Section 06-00038-00-RS 

FAS Route 1930 (BAY CITY ROAD) Project ARA-RS-1930(119) 

Project consists of HMA overlay, placement of crushed stone shoulders, pavement markings and all other incidental items 

to complete the work on FAS Route 1930 (Bay City Road) at IL Route 146 and extending southerly 4.3 miles; includes 40 

tons aggregate surface course; 6,400 gals bituminous materials (prime coat); 100 tons aggregate (prime coat); 4,460 tons 

leveling binder (machine method); 202 sq yds HMA surface removal-butt joint; 1,050 tons HMA binder course; 4,600 tons 

HMA surface course; 3,290 tons aggregate shoulders; 5 manholes to be adjusted; 4,528 ft short-term pavement marking; 

80,710 ft paint pavement marking line; Federally funded; (A Special Provision for this contract requires insurance that 

names additional insureds). (30 Working Days) (Job No. C-99-557-06) (9-10223-0010) 


28. Contract No. 97430 Madison County District 8 

Section 07-00089-03-RS 

FAS Route 778 (ST. ROSE ROAD) Project RS-ARA-778(107) 

Resurface St. Rose Road from the east corporate limits of Highland (Iberg Road) to the Clinton County Line; includes 

2,258 sq yds HMA surface removal-butt joint; 4,898 tons HMA surface course; 2,417 tons HMA shoulders; 562 tons 

aggregate wedge shoulders; 39,624 ft thermoplastic pavement marking line; Federally funded; (A Special Provision for 

this contract requires insurance that names additional insureds). (20 Working Days) 


29. Contract No. 63408 Lake County District 1 

Section 04-00038-03-BT 

FAU Route 1257 (DEERFIELD ROAD) Project ARA-9003(528) 

Project consists of aggregate path restoration, at-grade HMA path, construction of boardwalk and prefabricated bridge, 

HMA shoulder, curb and gutter, excavation and all other incidental items to complete the work on FAU Route 1257 

(Deerfield Road) between the Des Plaines River Trail and Thornmeadow Road in the village of Riverwoods; includes 100 

units tree removal; 1,000 ft temporary fence; 460 cu yds earth excavation; 120 sq yds geotechnical fabric for ground 

stabilization; 2,014 sq yds topsoil furnish and place; 100 ft exploration trench; 2,824 sq yds erosion control blanket; 150 

sq yds erosion control mat; 1,053 ft perimeter erosion barrier; 574 sq yds aggregate base course; 257 gals bituminous 

materials (prime coat); 80 tons HMA binder course; 129 tons HMA surface course; 413 sq ft PCC sidewalk; 20,250 lbs 

reinforcement bars; 109 cu yds drilled shaft in soil; 150 ft adjusting sanitary sewers; 425 ft combination concrete curb and 

gutter; 1,510 ft temporary pavement marking line; 630 sq ft work zone pavement marking removal; 325 ft temporary 

concrete barrier; 1,721 ft thermoplastic pavement marking line; 4,084 sq ft pedestrian truss superstructure; 259 sq yds 

stabilized construction entrance; 480 sq yds aggregate subgrade; 7,271 sq ft boardwalk structure; traffic control and 




- 7 - 

30. Contract No. 64D22 Winnebago County District 2 

Section (W-1-15D)BR-1 

FAS Route 55 (IL 70) Project RS-55(105) 

This project consists of removing and replacing the structure (SN 101-0086) carrying IL Route 70 over the south branch of 

Otter Creek located 0.8 mile north of IL Route 75 in Durand; includes 2,200 cu yds earth excavation; 4,647 sq yds erosion 

control blanket; 712 sq yds stone riprap; 1,374 tons HMA binder and surface course; 678 sq yds protective coat; 254 sq 

yds concrete driveway; 36 tons aggregate shoulders; remove existing culverts; remove existing structures; 383 cu yds 

concrete; 534 sq yds bridge deck grooving; 755 sq yds protective coat; 81,240 lbs reinforcement bars, epoxy coated; 

1,508 ft furnishing and driving steel piles; 158 ft pipe culverts; 234 ft storm sewers; 81 sq yds geocomposite wall drains; 

210 ft pipe underdrains; 1,404 ft combination concrete curb and gutter; 11,666 ft paint pavement marking line; 11 raised 

reflective pavement markers; 3 shade trees; 1 underwater structure excavation; mobilization; traffic control and protection; 

Federally funded. (75 Working Days) (Job No. C-92-194-09) (2-154400-0000) 


31. Contract No. 64C68 Jo Daviess County District 2 

Section 43T & M 

FAP Route 301 (US 20) Project ACNHF-ACHSIP-301(65) 

This project consists of removing and replacing a box culvert carrying U.S. Route 20 over a drainage ditch and adding left 

turn lanes at Camillus Drive in East Dubuque; includes 8,743 cu yds earth excavation; 6,476 sq yds topsoil furnish and 

place; 383 sq yds stone riprap; 982 tons leveling binder (machine method); 1,777 tons HMA binder and surface course; 

838 sq yds Class B patches; 172 ft saw cuts; 1,420 ft strip reflective crack control treatment; 1,456 sq yds HMA 

shoulders; removal of existing structures; 398 cu yds structure excavation; 50,940 lbs reinforcement bars; 3 precast 

reinforced concrete flared end sections; 50 ft storm sewers; 5,907 sq ft concrete median; 587 ft steel plate beam 

guardrail; 7,063 ft thermoplastic pavement marking line; 123 raised reflective pavement markers; 445 tons breaker run 

crushed stone; railroad protective liability insurance; mobilization; traffic control and protection; Federally funded. (70 

Working Days) (Job No. C-92-053-09) (2-22300-0100 and 2-22310-0100) (See Special Provisions for DBE Percentage) 

32. Contract No. 64D92 Jo Daviess County District 2 

Section 31T 

FAP Route 301 (US 20) Project NHF-301(64) 

This project consists of removing and replacing the box culvert (SN 043-1080) carrying U.S. Route 20 over a drainage 

ditch located west of Sand Ridge Road near East Dubuque, and included in this project is the slight realignment and 

reconstruction of approximately 0.9 mile of U.S. Route 20 (EB); includes 38,863 cu yds furnished excavation; 14,586 cu 

yds rock excavation; 25,568 cu yds earth excavation; 47,940 sq yds topsoil furnish and place; 2,700 lbs fertilizer nutrient; 

16,200 sq yds stone riprap; 822 tons aggregate base course; 22,248 sq yds subbase granular material; 13,308 sq yds 

PCC pavement; removal of 2 existing structures; 490 ft pipe culverts; 8 end sections; 21 concrete headwalls; 6,569 ft pipe 

underdrains; 8,958 ft shoulder rumble strip; 5,000 ft paint pavement marking line; 118 raised reflective pavement markers; 

150 shade trees; 105 intermediate trees; upgrade existing weather station; 691 ft combination concrete curb and gutter; 

10,580 ft urethane pavement marking line; mobilization; traffic control and protection; Federally funded. (Completion Date: 

November 19, 2010) (Job No. C-92-177-09) (2-09760-0100) (See Special Provisions for DBE Percentage) 

33. Contract No. 66848 Ford County District 3 

Section 104 I & 105 BR-1 

FAP Route 796 (IL 115) Project BRF-F-796(14) 

This project consists of replacing the structure carrying IL Route 115 over the Kelly Creek drainage ditch and replacing a 

single span concrete box culvert carrying IL Route 115 over an unnamed drainage ditch, project is located approximately 

2.4 miles north and 4.1 miles north of IL Route 116 in Ford County; includes 651 cu yds earth excavation; 382 cu yds 

furnished excavation; 219 cu yds porous granular embankment; 611 sq yds stone riprap; 158 tons leveling binder; 275 

tons HMA surface course; removal of 2 existing structures; 294 cu yds concrete; 413 sq yds bridge deck grooving; 59,320 

lbs furnishing and erecting structural steel; 55,630 lbs reinforcement bars, epoxy coated; 505 ft furnishing and driving 

steel piles; 118 ft pipe underdrains for structures; 250 ft steel plate beam guardrail; 3,060 ft paint pavement marking line; 

25 ft precast concrete box culvert; mobilization; traffic control and protection; Federally funded. (65 Working Days) 


34. Contract No. 66914 LaSalle County District 3 

Section (H)I-1 

FAP Route 623 (US 6) Project ACF-623(27) 

This project consists of removing and replacing the culvert carrying U.S. Route 6 over an unnamed tributary to the Illinois 

River located 3.6 miles west of IL Route 170 at Marseilles; includes removal of 790 trees; 710 cu yds earth excavation; 

675 cu yds furnished excavation; 221 sq yds stone riprap; 2 end sections; 271 ft storm sewers; 142 tons HMA surface 

course; 1,418 sq yds HMA shoulders; removal of existing structures; remove existing culverts; 17,420 lbs reinforcement 

bars; 87 cu yds concrete box culverts; 44 ft pipe culverts; 475 ft steel plate beam guardrail; 2,250 ft paint pavement 

marking line; 127 ft combination concrete curb and gutter; mobilization; traffic control and protection; Federally funded. 

(Completion Date: August 22, 2010 Plus 10 Working Days) (Job No. C-93-106-09) (3-50006-2595) 



- 8 - 


Section 60-15HB-3 

FAP Route 310 (IL 255) Project ACNHF-310(140) 

Construction of a curved structure to carry U.S. Route 67 over and onto IL Route 255 in Godfrey; includes 4,630 cu yds 

earth excavation; 12,665 cu yds furnished excavation; 4.5 acres seeding; 12 tons cover coat aggregate; 12 tons seal coat 

aggregate; 1,085 sq yds pavement removal; 707 cu yds structure excavation; 1,241.5 cu yds concrete; 2,232 sq yds 

bridge deck grooving; 3,380 sq ft form liner textured surface; 339 ft precast, prestressed concrete I-beams; 1,455,200 lbs 

structural steel; 4,144 stud shear connectors; 213,650 lbs epoxy coated reinforcement bars; 4,098 ft metal piles; 1,063 sq 

ft concrete sealer; 93 ft pipe underdrains; 182 ft paved ditch; 24 high load multi-rotation bearings; mobilization; traffic 

control and protection; Federally funded. (180 Working Days) (Job No. C-98-107-03) (8-84045-0000) 


36. Contract No. 78159 Pulaski County District 9 

Section D9 BSMART FY10-2 

FAI Route 57 (I-57) Project ACIM-57-1(200)5 

Microsilica overlay, joint replacements, drain extensions and deck patching on the structure carrying I-57 south of the 

Mounds Interchange over the Canadian National/Illinois Central Railroad (SN 077-0003,0004); includes 589 sq yds 

milling; 1,536 sq yds milling (deck); 48 tons HMA shoulders; 27.5 cu yds concrete removal; 354 sq yds protective shield; 

31.3 cu yds concrete; 1,410 sq yds bridge deck grooving; 3,380 lbs epoxy coated reinforcement bars; 1,280 ft shoulder 

rumble strip; 1,466 sq yds bridge deck hydro-scarification; 1,466 sq yds microsilica concrete overlay; 2,063 ft pavement 

marking grooving; 2,063 ft preformed plastic pavement marking inlaid; 208 ft preformed joint strip seal; 32 drain 

extensions; mobilization; traffic control and protection; Federally funded. (45 Working Days) 


37. Contract No. 93508 Cass County District 6 

Section 09-00074-00-BR 

FAS Route 575 (CH 12) Project ARA-BRS-575(312) 

Bridge replacement with a three-span PPC deck bridge, approach roadway embankments, guardrail, stone riprap and 

HMA on CH 12 over Middle Creek 4.5 miles north of Newmansville; includes 443 cu yds earth excavation; 385 cu yds 

channel excavation; 0.4 acre seeding; 763 tons stone dumped riprap; 631 tons aggregate base course; 346 gals 

bituminous materials; 120 tons HMA binder; 104 tons HMA surface; 138 tons aggregate shoulders; remove existing 

structure; 179 cu yds structure excavation; 125.2 cu yds concrete structures; 2,803 sq ft PPC deck beams; 11,500 lbs 

reinforcement bars; 190 ft steel railing; 897 ft furnish and drive metal shell piles; 26 ft pipe culverts; 317 sq yds 

waterproofing membrane; 210 ft PCC mortar fairing course; 4 traffic barrier terminals; 120 ft pavement marking; 

underwater structure excavation protection; traffic control and protection; Federally funded; (A Special Provision for this 



38. Contract No. 93509 Brown County District 6 

Section 05-00065-00-BR 

FAS Route 1583 (CH 3A) Project ARA-1583(103) 

Project consists of the removal and reconstruction of a cast-in-place concrete deck on the existing steel beam 

superstructure and existing closed concrete abutment on FAS Route 1583 (CH 3A) over Logan Creek, one mile south of 

Ripley; includes 237 cu yds earth and channel excavation; 600 ft perimeter erosion barrier; 100 tons riprap, special; 280 

tons aggregate base course; 105 tons aggregate shoulders; removal of 1 existing concrete deck; 64.2 cu yds concrete 

superstructure; 1,085 lbs furnishing and erecting structural steel; 1,152 stud shear connectors; cleaning and painting 1 

steel bridge; containment and disposal of lead paint cleaning residues; 13,650 lbs reinforcement bars; 171 ft steel railing; 

32 anchor bolts; 125 ft steel plate beam guardrail; 4 traffic barrier terminals; traffic control and protection; Federally 



39. Contract No. 93515 Cass County District 6 

Section 00-00063-00-BR 

FAS Route 575 (CH 12) Project BRS-575(306) 

Remove existing bridge carrying County Highway 12 over Miller Creek and replace it with a three-span precast, 

prestressed concrete deck beam structure including approaches, all located 5 miles northeast of Chandlerville; includes 

255 cu yds earth excavation; 740 cu yds channel excavation; 0.4 acre seeding; 765 tons stone riprap; 385 tons aggregate 

base course; 446 gals bituminous material; 103 tons HMA binder; 68 tons HMA surface; 107 tons aggregate shoulders; 

remove existing structures; 660 sq yds slope wall removal; 95 cu yds structure excavation; 116.5 cu yds concrete 

structures; 2,918 sq ft precast, prestressed concrete deck beams; 10,170 lbs reinforcement bars; 199 ft steel railing; 

1,281 ft furnish and drive metal shell piles; underwater structure excavation; traffic control and protection; Federally 




- 9 - 


Section 09-00028-01-DR (CHATHAM) 

FAU Route 8153 (GORDON DRIVE) Project ARA-5082(9) 

Project consists of the extension of the existing double 10' X 7' RC box culvert and adding a third barrel next to the 

existing twin box culvert, channel excavation upstream and downstream of the structure to transition the existing channel 

to the widening structure, construction of a 5' X 3' precast concrete box culvert with precast concrete box culvert end 

sections, steel sheet piling to support the east shoulder, proposed steel plate beam guardrail with traffic barrier terminals, 

pavement patching, construction of aggregate shoulders and all other incidental items to complete the work on FAU 

Route 8153 (Gordon Drive) over Grindstone Creek and unnamed tributary in the village of Chatham; includes 56 units 

tree removal; 577 cu yds earth and channel excavation; 437 cu yds furnished excavation; 325 cu yds trench backfill; 345 

ft perimeter erosion barrier; 953 sq yds stone riprap, Class A 4; 328 sq yds Class D patches; 150 tons aggregate 

shoulders; removal of existing structures; 1,180 cu yds structure excavation; 58,970 lbs reinforcement bars, epoxy 

coated; 104 expansion bolts; 353 cu yds concrete box culverts; 90 ft precast concrete box culverts 5' X 3'; 1,088 sq ft 

temporary steel sheet piling (to remain in place); 470 sq yds remove existing riprap; traffic control complete; Federally 



41. Contract No. 93519 Scott County District 6 

Section 09-00006-02-BR 


Bridge rehabilitation including removal and replacement of the existing PPC deck beam superstructure, HMA surface and 

milled and repaved approaches carrying County Highway 3 over Wolf Run Creek one mile NW of Bluffs; includes 295 

tons stone riprap; 21 gals bituminus materials; 211 sq yds HMA surface removal; 39 tons HMA surface; 7 tons aggregate 

shoulders; remove existing superstructure; 4.5 cu yds concrete removal; 4.5 cu yds concrete structures; 1,782 sq ft PPC 

deck beams; 370 lbs reinforcement bars; 7 traffic barrier terminals; 68 ft guardrail removal; 423 ft pavement marking; 162 

ft steel bridge rail; railroad protective liability insurance; traffic control and protection; Federally funded; (A Special 



42. DELETED FROM LETTING 


Section 09-00033-00-LT (BURNHAM) 

FAU Route 2943 (BURNHAM AVENUE) Project ARA-9003(574) 

0.31 mile modernize lighting system with pole foundations, conduit installation, lighting controllers, light pole units and 

removal of existing lighting units along Burnham Avenue from Brainard Avenue to Burnham Avenue Bridge in Burnham; 

includes 100 ft exploration trench; 185 sq yds sodding; 200 sq ft PCC sidewalk removal and replacement; electric service 

installation and connection; 215 ft conduit pushed; 1,905 ft unit duct; 60 ft electric cable in conduit; 330 ft trench and 

backfill for electrical work; 160 ft light pole foundation; 5 existing lighting unit removals; 5 lighting foundation removals; 

1,705 ft unit duct, bored and pulled; 16 ground rods; 15 light poles; 15 ft luminaires; traffic control and protection; 




Section 09-00020-00-LT (WILLOWBROOK) 

FAP Route 344 (IL 83) Project ARA-9003(576) 

Project consists of the installation of new intersection/transition lighting including a new lighting controller cabinet and all 

other incidental items to complete the work at the intersection of FAP Rte. 344 (IL Rte. 83) and Plainfield Road in the 

village of Willowbrook; includes 500 sq yds topsoil furnish and place; 325 sq ft PCC sidewalk removal and replacement; 

15 sq yds Class D patches; 455 ft conduit pushed; 85 ft electric cable in conduit; 60 ft trench and backfill for electrical 

work; 26 luminaires, sodium vapor; 26 light poles, aluminum; 260 ft light pole foundation; 26 breakaway devices; 26 

ground rods; 5,040 ft unit duct; traffic control and protection; Federally funded; (A Special Provision for this contract 




Section 09-00012-00-LT (BRAIDWOOD) 

FAS Route 2320 (IL 113) Project ARA-9003(478) 

0.33 mile street lighting including metal foundations, lighting controller, ornamental light poles and decorative luminaires 

along IL Route 113 from Center Road to Mitchell Street in Braidwood; includes 825,000 sq ft PCC sidewalk removal and 

replacement; electric service installation; electric utility service connection; 130 ft conduit trench 2 1/2" dia. galvanized 

steel; 176 ft conduit pushed; 155 ft electric cable in conduit; 500 ft trench and backfill for electrical work; 1 lighting 

controller; 2 lighting foundation removals; 37 light pole metal foundations; 3,500 ft polyethylene duct bored and pulled with 

electric cable; 37 ornamental light poles and luminaires; traffic control and protection; Federally funded; (A Special 




- 10 - 

46. Contract No. 66939 DeKalb County District 3 

Section (116,128)T 

FAP Route 573 & 557 (US 30 & IL 72) 

This project consists of ditch grading and shaping, pipe culvert removal and replacement and box culvert reconstruction 

located on U.S. Route 30 from IL Route 23 to Crego Road near Waterman and on IL Route 72 near the Kane County 

Line; includes 14,120 ft grading and shaping ditches; 7 acres seeding; 54 tons aggregate surface course; removing 4 

existing culverts; 300 lbs reinforcement bars, epoxy coated; 2.5 cu yds concrete box culverts; 120 ft pipe culverts; 6 steel 

end sections; 104 sq ft membrane waterproofing; 121 ft paint pavement marking; debris removal; mobilization; traffic 

control and protection. (40 Working Days) (Job No. C-93-075-09) (0-01616-3006) 


47. Contract No. 60I36 Kane-Cook Counties District 1 

Section 2009-088 I 

FAP Route 339 (IL 62) Project HSIP-339(26) 

4.30 miles of safety improvements including pavement marking, traffic signal modernization and rumble strips along IL 

Route 62 (Algonquin Road) from IL Route 25 to IL Route 68 (Dundee Road) in Barrington Hills, also includes milling and 

HMA surface and grading and shaping shoulders and other work; includes 6 post mounted flashing beacons; 79 signal 

heads; 110 units grading and shaping shoulders; 150 units cu yds furnished excavation; 400 sq yds topsoil; 0.09 acre 

seeding; 1,935 tons HMA surface course, Mix D; 17,268 sq yds milling; 20 traffic barrier terminals; 30,794 ft shoulder 

rumble strip; 219 tons aggregate wedge shoulder; 941 sq yds HMA shoulders; 754 sq ft sign panel; 99,101 ft 

thermoplastic pavement marking; 18,450 ft centerline rumble strip; 5 uninterruptible power supplies; mobilization; traffic 




Section 09-00043-00-SW (WILMINGTON) 

FAU Route 321 (KANKAKEE STREET) Project ARA-9003(513) 

Sidewalk improvements consisting of removing and replacing PCC sidewalks, curb removal (special), ADA accessible 

curb ramps with detectable warnings and all other incidental items to complete the work on FAU Route 321 (Kankakee 

Street) from Baltimore Street to Kankakee River Drive in the city of Wilmington; includes 1,501 sq yds topsoil furnish and 

place; 84 lbs fertilizer nutrients; 1,501 sq yds erosion control blanket; 6,696 sq ft PCC sidewalk; 90 sq ft detectable 

warnings; 168 ft curb removal; 6,811 sq ft sidewalk removal, special; traffic control and protection; Federally funded; (A 




Section 09-00041-00-SW (MARKHAM) 

FAU Route 2831 (KEDZIE AVENUE) Project ARA-9003(395) 

Project consists of earth excavation, sidewalk installation, pavement patching, storm sewers, pavement striping and all 

other incidental items to complete the work on FAU Route 2831 (Kedzie Avenue) from 159th Street to 153rd Street in the 

city of Markham; includes 50 ft temporary fence; 850 cu yds earth excavation; 100 tons porous granular embankment; 

4,320 sq yds topsoil furnish and place; 4,320 sq yds erosion control blanket; 30 units supplemental watering; 4,410 ft 

perimeter erosion barrier; 23,830 sq ft PCC sidewalk; 65 ft combination concrete curb and gutter removal and 

replacement; 225 ft bridge fence railing; 135 ft storm sewers; 191 ft thermoplastic pavement marking line; traffic control 

and protection; Federally funded; (A Special Provision for this contract requires insurance that names additional 



Section 09-00283-00-LS (SKOKIE) 

FAP Route 350 (US 41) Project ARA-9003(547) 

0.47 mile curb and gutter repair, sidewalk repair, HMA resurfacing, drainage structure adjustments, parkway restoration 

and lighting on U.S. Route 41 from Oakton Street to Main Street in the village of Skokie; includes 337 units tree removal; 

334 sq yds furnish and place topsoil; 334 sq yds sodding; 1,384 sq yds subbase granular material; 838 sq yds PCC 

driveway pavement; 20,394 sq ft PCC sidewalk; 194 sq ft detectable warnings; 526 sq yds driveway pavement removal; 

1,250 ft combination curb and gutter removal and replacement; 18,032 sq ft sidewalk removal; 30 domestic water service 

boxes to be adjusted; 556 ft chain link fence to be removed and re-erected; 2,415 ft conduit pushed; 5,421 ft trench and 

backfill for electrical work; 656 ft light pole foundation; 50 ft detector loop replacement; 34 trees; 34 tree grates; 4,912 sq ft 

brick paver sidewalk; 546 sq yds PCC underlayment; 5,772 ft unit duct; 82 ornamental street lighting units; 180 sq ft 

temporary information signing; 21 temporary access commercial entrances; traffic control and protection; Federally 




- 11 - 


Section 09-00050-00-LS (LINCOLNWOOD) 

Various Routes Project ARA-9003(522) 

Project consists of supplying, delivering and installing 324 native trees on Cicero Avenue, Crawford Avenue, Devon 

Avenue, Lincoln Avenue, Pratt Avenue, Touhy Avenue and McCormick Avenue in the village of Lincolnwood; includes 

324 trees; 16 hrs street sweeping; traffic control and protection; Federally funded; (A Special Provision for this contract 



52. Contract No. 97432 Marion County District 8 

Section 10-00070-01-RS (SALEM) 

FAU Route 8566 (SOUTH MARION ST.) Project ARA-5064(15) 

Resurface South Marion Street from East Lake Street south for 0.36 mile to the fairgrounds entrance in the city of Salem; 

includes 82 sq yds HMA surface removal-butt joint; 180 tons leveling binder; 397 tons HMA surface course; Federally 



53. Contract No. 93520 Mason County District 6 

Section 09-00065-00-ST 


Place hot spray thermoplastic pavement marking line on various routes throughout Mason County; includes 422,045 ft hot 

spray thermoplastic pavement marking line; 245 sq ft thermoplastic pavement marking letters and symbols; Federally 




Section 09-00176-01-LS (GRANITE CITY) 


Project consists of planting trees in the grass median of IL Route 3 from Rock Road south to 20th Street in Granite City; 

includes 105 trees; Federally funded; (A Special Provision for this contract requires insurance that names additional 


55. Contract No. 99419 Union County District 9 

Section 09-00098-00-RS 

FAS Route 926 (ST. JOHNS ROAD) Project ARA-926(112) 

HMA resurfacing including leveling binder, surface course, aggregate shoulders, pavement markings and all other 

incidental items to complete the work on FAU Route 926 (St. John's Road) from the west corporation limits of Dongola 

westerly to IL Route 127; includes 3,824 gals bituminous materials (prime coat); 4,102 tons leveling binder (machine 

method); 6,434 tons HMA surface course; 1,825 tons aggregate shoulders; 6,000 ft short term pavement marking; 

104,870 ft temporary pavement marking line; 104,870 ft paint pavement marking line; Federally funded; (A Special 



56. Contract No. 99412 Williamson County District 9 

Section 08-00058-00-RS (HERRIN) 

FAU Route 9588 (EAST HERRIN ST.) Project ARA-M-5029(10) 

Project consists of HMA surface removal, Class D patching, HMA surface and binder placement, pavement markings and 

all other incidental items to complete the work on FAU Route 9588 (East Herrin Street) from IL Route 148 and extends 

east of Fifth Street in the city of Herrin; includes 2,613 gals bituminous materials (prime coat); 1,375 tons HMA binder 

course; 1,178 tons HMA surface course; 127 tons incidental HMA surfacing; 15,543 sq yds HMA surface removal; 935 sq 

yds Class D patches; 10,026 ft thermoplastic pavement marking line; Federally funded; (A Special Provision for this 



57. Contract No. 74406 Moultrie County District 7 

Section 3RS-5, (4,5)RS-2 

FAP Route 758 (IL 32) Project ACF-758(12) 

8.32 miles of milling, HMA surface, aggregate shoulders, striping and other work on IL Route 32 from IL Route 133 in 

Lovington, north to U.S. Route 36; includes 11,095 tons HMA surface course, Mix C; 132,874 sq yds milling; 1,044 sq yds 

patching; 997 tons aggregate shoulders; 89,369 ft paint pavement marking; mobilization; traffic control and protection; 




- 12 - 


Agreement. 

58. Contract No. 70766 Champaign County District 5 

Section 10-37RS-2 & (10,27-38)RS-1 

FAI Route 57 (I-57) 

7.12 miles of resurfacing on Interstate 57 from U.S. Route 136 at Rantoul to the Ford County Line; includes 467 sq yds 

patches; 1,755 sq yds HMA surface removal-butt joint; 34,041 tons polymerized HMA surface course; 208,851 sq yds 

HMA surface removal; 2,910 ft saw cuts; 3,519 tons aggregate shoulders; 10,040 tons HMA shoulders; 1,410 lbs 

furnishing and erecting structural steel; 8 elastomeric bearing assemblies; 148,083 ft shoulder rumble strip; 152,352 ft 

thermoplastic pavement marking line; 1,992 raised reflective pavement markers; 34,011 tons material transfer device; 79 

sq yds deck slab repair; mobilization; traffic control and protection. (75 Working Days) 



Section D 1 N COOK CNTY RR 10-42 

Various Routes (VARIOUS) 

Removal and replacement of damaged raised reflective pavement markers and castings at various locations in northern 

Cook County; includes 50,000 replacement reflectors; 7,500 raised reflective pavement marker removals; 7,500 raised 

reflective pavement markers; mobilization; traffic control and protection. (Completion Date: December 31, 2010) (Job No. 

C-60-043-10) (0-00529-0000) (See Special Provisions for DBE Percentage) 


Section 12BR 

FAS Route 1517 (US 150) Project RS-1517(112) 

This project consists of removing and replacing the existing structure (SN 010-8118) carrying U.S. Route 150 over a ditch 

located west of Mahomet; includes 205 cu yds furnished excavation; 312 cu yds porous granular embankment; 42 sq yds 

stone dumped riprap; 128 sq yds patches; 192 sq yds aggregate shoulders; removal of existing structures; 275 cu yds 

structure excavation; 17,390 lbs reinforcement bars; 123 cu yds concrete box culverts; 250 ft steel plate beam guardrail; 

108 ft paint pavement marking line; mobilization; traffic control and protection; Federally funded. (Completion Date: 

August 15, 2010 Plus 03 Working Days) (Job No. C-95-099-06) (5-53440-0000) 


61. Contract No. 70758 DeWitt County District 5 

Section 124RS-6 


5.6 miles of patching, milling and resurfacing on IL Route 48 from IL Route 54 to IL Route 10 in Dewitt County; includes 

182 tons aggregate (prime coat); 7,068 tons HMA surface course, N 50; 91,526 sq yds HMA surface removal; 617 sq yds 

Class D patches; 2,034 tons aggregate shoulders; 71,339 ft paint pavement marking line; 378 raised reflective pavement 

markers; mobilization; traffic control and protection. (25 Working Days) (Job No. D-95-015-09) (5-53750-0000) 



Section 2009-076RS 

FAP Route 305 (IL 53 FRONTAGE RD) 

4.63 miles of patching, milling, HMA structure, striping and other work on IL Route 53 frontage roads in Arlington and 

Palatine; includes 16,111 sq yds milling; 2,371 sq yds patching; 5,118 sq yds concrete surface removal; 4,000 sq yds 

partial depth removal; 9,934 tons polymerized HMA binder and surface course; 945 tons aggregate wedge shoulder; 

68,108 ft thermoplastic pavement marking; 726 ft detector loop replacement; mobilization; traffic control and protection. 


63. Contract No. 70759 DeWitt-Piatt Counties District 5 

Section 124RS-6 & 125RS-3 


7.4 miles of resurfacing on IL Route 48 from IL Route 10 to IL Route 32 near Weldon; includes 10,900 tons HMA surface 

course, N50; 129,783 sq yds HMA surface removal; 95 sq yds patches; 1,995 tons aggregate shoulders; 102,713 ft paint 

pavement marking line; 515 raised reflective pavement markers; 368 sq yds partial depth removal; 145 tons partial depth 

patching; mobilization; traffic control and protection. (25 Working Days) (Job No. C-95-016-09) (5-53760-0000) 



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64. Contract No. 68925 Fulton County District 4 

Section (142-BR)I 


This project consists of miscellaneous repairs to the structure carrying IL Route 116 over Spoon River located on the west 

edge of London Mills; includes 43 cu yds concrete superstructure; jack and remove 10 existing bearings; 150 lbs 

structural steel repair; cleaning and painting steel bridge; 6,640 lbs reinforcement bars, epoxy coated; 10 elastomeric 

bearing assemblies; 2,788 ft epoxy pavement marking line; 961 sq ft thermal spraying (metalizing) PPC beam ends; 60 ft 

blast cleaning PPC beam ends; 174 sq ft structural repair to concrete; 7 sq yds deck slab repair; mobilization; traffic 



Small Business Set-Aside. 

65. Contract No. 66996 Grundy County District 3 

Section (111)I-6 


This project consists of constructing two low water crossings and repairs to an access road located at the wetlands 

adjacent to IL Route 47 between the Illinois River and Pine Bluff Road in Morris; includes 50 cu yds earth excavation; 253 

sq yds stone riprap; 200 tons aggregate surface course; 145 sq yds PCC pavement; 63 sq yds slope wall; 66 ft pipe 

culverts; mobilization; traffic control and protection. (30 Working Days) (Job No. C-93-054-10) (3-98563-1000) 



Agreement. 

66. Contract No. 68472 Knox County District 4 

Section 106RS-2;107RS-4;108RS-3 


14.14 miles of patching, milling and resurfacing on U.S. Route 150 from Interstate 74 to the Peoria County Line; includes 

194,191 sq yds HMA surface removal; 8,087 tons polymerized leveling binder (machine method); 16,175 tons HMA 

surface course, N50; 2,651 sq yds Class D patches; 5,812 tons aggregate shoulders; 3 concrete headwalls for pipe 

drains; 16,464 tons material transfer device; 209,390 ft urethane pavement marking line; mobilization; traffic control and 

protection. (55 Working Days) (Job No. C-94-060-05) (4-00001-0200) (See Special Provisions for DBE Percentage) 

67. Contract No. 70809 DeWitt County District 5 

Section 2010PPP 

FAP Route 322 (US 51) 

11.9 miles of 2P shoulder micro-surfacing from the Macon/Dewitt County Line to the south city limits of Wapella; includes 

163,591 sq yds HMA surface removal, variable depth; 198,763 ft joint or crack routing (HMA shoulder); 105,345 lbs fiber 

asphalt; 163,591 sq yds micro-surfacing, single pass; mobilization; traffic control and protection. (25 Working Days) 



Section (9,10,11)RS-3 


5.94 miles of cold milling and resurfacing on U.S. Route 150 from the Woodford County Line to north of Interstate 74 at 

Bloomington; includes 3,355 tons leveling binder (machine method), N50; 2,919 sq yds HMA surface removal-butt joint; 

7,558 tons HMA surface course, N50; 91,625 sq yds HMA surface removal; 734 sq yds patches; 857 tons aggregate 

wedge shoulder; 139 tons HMA shoulders; 41 ft pipe culverts; 513 ft steel plate beam guardrail; 81,729 ft paint pavement 

marking line; mobilization; traffic control and protection. (30 Working Days) (Job No. C-95-044-06) (5-42840-0000) 



Section (10-30)RA-I-2 


4,755 ft of rest area parking lot improvements at the Illinois Prairie Rest Area located northwest of Pesotum; includes 

7,790 sq yds pavement removal; 252 ft combination concrete curb and gutter removal; 222 ft storm sewer work; 2,085 ft 

combination concrete curb and gutter; 8,072 sq yds PCC pavement; 197 sq yds PCC patching; 3,549 ft pavement 

marking line; mobilization; traffic control and protection. (Completion Date: November 19, 2010 Plus 05 Working Days) 


70. Contract No. 74428 Fayette County District 7 

Section D7 HMA SAFETY SHLD 2010-1 

FAP Route 777 (IL 185) Project ACHSIP-777(17) 

Constructing HMA shoulders with rumble strip and an aggregate shoulder along IL Route 185 from the Montgomery 

County line to Shaftner Road; includes 372 units excavating and grading existing shoulders; 682 tons aggregate 

shoulders; 12,406 sq yds HMA shoulders; 35,092 ft shoulder rumble strip; 49,394 ft paint pavement marking lines; 

mobilization; traffic control and protection; Federally funded. (15 Working Days) (Job No. C-97-013-10) (7-76910-1103) 



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Agreement. 

71. Contract No. 70760 Douglas-Edgar Counties District 5 

Section (145,146)RS-3 & 147RS-5 


12.57 miles of patching, resurfacing and aggregate shoulders on U.S. Route 36 from west of IL Route 130 to west of IL 

Route 49 near Murdock; includes 457 tons aggregate (prime coat); 19,597 tons HMA surface course; 233,297 sq yds 

HMA surface removal; 1,148 sq yds Class D patches; 2,219 tons aggregate shoulders; 64 permanent survey markers to 

be adjusted; 26,989 ft thermoplastic pavement marking line; 143,496 ft paint pavement marking line; 1,055 raised 

reflective pavement markers; mobilization; traffic control and protection. (50 Working Days) 



Section D-1 S COOK CNTY RR 10-43 


Removal and replacement of damaged raised reflective pavement markers and castings at various locations in the 

district; includes 50,000 replacement reflectors; removal of 7,500 raised reflective pavement markers; 7,500 raised 

reflective pavement markers; mobilization; traffic control and protection. (Completion Date: December 31, 2010) 


73. Contract No. 76A59 Marion County District 8 

Section 15B-1 

FAP Route 327 (US 50) Project ACBRF-327(46) 

Replacement of an existing slab bridge with a concrete box culvert on new alignment carrying U.S. Route 50 over Lackey 

Creek at Salem (SN 061-0036); includes 1,625 cu yds earth excavation; 990 cu yds furnished excavation; 29.8 tons lime; 

394 sq yds stone riprap; 1,543 sq yds processing modified soil; 1,409 sq yds milling; 1,873 tons HMA binder and surface 

course, Mix D; 559 sq yds aggregate shoulders; 802 sq yds HMA shoulders; removal of existing structure; 1,627 sq yds 

pavement removal; 41,510 lbs reinforcement bars; 215.1 cu yds concrete box culverts; 426 ft steel plate beam guardrail; 

4 traffic barrier terminals; 189.8 tons rock fill-foundation; 467.2 sq ft temporary soil retention system; 221 sq yds biaxial 

geogrid; 3,477 ft thermoplastic pavement marking; 750 sq ft temporary soil retention system; mobilization; traffic control 

and protection; Federally funded. (65 Working Days) (Job No. C-98-032-07) (8-79750-0100) 



Section (101,102X)R,RS-2&55RS-PRK LN 

FAP Route 315/709 (US 136) Project ACF-000S(801) 

14.67 miles of patching, milling and resurfacing on U.S. Route 136 from U.S. Route 51 in Heyworth to just west of U.S. 

Route 150 south of LeRoy, also 15 culverts/structures to be repaired within the job limits; includes 331 cu yds structure 

excavation; 155 cu yds furnished excavation; 223 tons stone riprap; 8,934 tons leveling binder (machine method), N50; 

22,831 tons HMA surface course, N50; 278,917 sq yds HMA surface removal; 281 sq yds patches; 149 sq yds HMA 

shoulders; 12 box culvert end sections; 190 ft precast concrete box culvert; 3,265 ft steel plate beam guardrail; 36 traffic 

barrier terminals; 198,639 ft paint pavement marking line; 945 raised reflective pavement markers; nighttime work zone 

lighting; railroad protective liability insurance; mobilization; traffic control and protection; Federally funded. 


75. Contract No. 68847 Peoria County District 4 

Section 72-[(7)RS-2;(1,7-1)I] 


This project consists of cold milling, HMA resurfacing and patching on IL Route 6 from the U.S. Route 150 interchange to 

south of the IL Route 6/ Interstate 474/Interstate 74 interchange near Pottstown; includes 2,539 sq yds HMA surface 

removal-butt joint; 219 tons HMA surface course; 913 tons polymerized HMA surface course; 46,214 sq yds HMA surface 

removal; 3,864 sq yds patches; 15,455 ft saw cuts; 36,197 sq yds HMA shoulders; 1,226 sq yds waterproofing membrane 

system; 1,775 ft steel plate beam guardrail; 31,365 ft shoulder rumble strip; 38 raised reflective pavement markers; 4,361 

ft urethane pavement marking line; 258 ft crack filling; mobilization; traffic control and protection. (50 Working Days) 


76. Contract No. 70223 Douglas County District 5 

Section (143BR)BR 


This project consists of replacing the structure carrying U.S. Route 36 over Bear Creek with a double precast concrete 

box culvert located just east of Atwood; includes 480 cu yds earth excavation; 255 ft exploration trench; 532 sq yds stone 

riprap; 795 sq yds HMA surface removal-butt joint; 220 tons HMA binder and surface course; removal of existing 

structures; 2 box culvert end sections; 104 ft precast concrete box culvert; 500 ft steel plate beam guardrail; 1,380 ft paint 

pavement marking line; remove 53 ft of existing culverts; mobilization; traffic control and protection. (40 Working Days) 



- 15 - 



Section 1315 RS-3 

FAP Route 358 (TORRENCE AVE) 

2.64 miles of milling, HMA surface, striping and other work on Torrence Avenue from just north of the Calumet River to 

103rd Street in Chicago; includes 3,040 sq yds patching; 2,157 ft curb and gutter removal and replacement; 75,924 sq 

yds milling; 3,312 tons polymerized leveling binder (machine method); 6,385 tons HMA surface course, Mix D; 36,668 ft 

thermoplastic pavement marking; mobilization; traffic control and protection. (35 Working Days) 


78. Contract No. 60I45 Will County District 1 

Section 2009-092-GRR 

Various Routes (VARIOUS) Project ACHSIP-000S(699) 

Replacement of guardrail and traffic barrier terminal sections at various locations in eastern Will County; includes 336 cu 

yds earth excavation; 420 cu yds furnished excavation; 1,750 ft grading and shaping ditches; 1,085 ft perimeter erosion 

barrier; 2,177 sq yds aggregate shoulders; 1 cu yd concrete removal; 20 cu yds concrete; 760 lbs structural steel; 1,900 

lbs reinforcement bars; 913 ft steel plate beam guardrail; 33 traffic barrier terminals; mobilization; traffic control and 

protection; Federally funded. (45 Working Days) (Job No. C-91-040-10) (1-78302-0000) 


79. Contract No. 78158 Pulaski County District 9 



Removal of the existing culvert and replacement with a precast, 4'X 3', concrete box culvert located two miles south of 

New Grand Chain on IL Route 37; includes 1,264 cu yds porous granular backfill; 0.6 acre seeding; 1,189 sq yds erosion 

control blanket; 192 sq yds stabilized subbase; 171 sq yds concrete pavement (jointed); 171 sq yds pavement removal; 

28 sq yds aggregate shoulders; 123 ft precast concrete box culvert 4' X 3'; 64 ft concrete gutter; 148 ft paint pavement 

marking; mobilization; traffic control and protection. (15 Working Days) (Job No. C-99-013-10) (9-91480-0205) 


80. Contract No. 93511 Logan County District 6 

Section 09-00074-01-BR 


Project consists of rehabilitating the existing bridge including full-depth bridge deck patching, hydro-scarification of the 

existing deck, microsilica concrete overlay, expansion joint and bearing replacement, approach roadway ramps and all 

other incidental items to complete the work on FAS Route 559 (CH 2) 2 miles north of Lincoln over Kickapoo Creek; 

includes 171 sq yds HMA surface removal; 17 tons HMA surface course; 525 sq yds protective shield; 1,574 sq yds 

bridge deck grooving; 1,701 sq yds protective coat; 3,190 lbs furnishing and erecting structural steel; jack and remove 20 

existing bearings; 3,065 lbs reinforcement bars, epoxy coated; 20 elastomeric bearing assemblies; 40 anchor bolts; plug 

20 existing deck drains; 1,648 sq yds bridge deck microsilica concrete overlay; 155.8 sq yds deck slab repair (full-depth); 

1,648 sq yds bridge deck hydro-scarification; 369 sq ft cleaning bridge seats; traffic control and protection; Federally 

funded; (A Special Provision for this contract requires insurance that names additional insureds). (Completion Date: 

August 20, 2010) (Job No. C-96-239-10) (6-10427-0000) (See Special Provisions for DBE Percentage) 


Section 09-00044-00-SW (PALOS HEIGHTS) 


Project consists of installation of sidewalks, traffic signals, tree replacement, pavement marking, precast block retaining 

wall and all other incidental items to complete the work on Harlem Avenue from 119th Street and 131st Street and on 

McCarthy Road between 76th Avenue and 123rd Street in the city of Palos Heights; includes 144 units tree removal; 

pruning 27 trees roots; 765 cu yds earth excavation; 3,214 sq yds topsoil furnish and place; 940 sq yds sodding; 4,428 ft 

perimeter erosion barrier; 2,572 sq yds aggregate base course; 23,151 sq ft PCC sidewalk; 442 sq ft sidewalk removal; 

265 ft combination concrete curb and gutter removal and replacement; 2,125 ft thermoplastic pavement marking line; 

5,010 ft electric cable in conduit; 12 pedestrian signal heads, LED; 1,000 sq ft segmental concrete block wall; 258 sq yds 

driveway pavement removal and replacement; 257 sq yds PCC driveway removal and replacement; traffic control and 




82. Contract No. 64F88 Various Counties District 2 

Section D2 WEED CONTROL SPRAY 2010 


This project consists of applying herbicides on state roadsides along various routes in Henry, Lee, Ogle, Rock Island, 

Whiteside and Winnebago Counties; includes 279 gals Milestone VM; 23.24 lbs Escort XP herbicide; 202 lbs weed 

control, pre-emergent (Sahara DG); mobilization. (Completion Date: October 15, 2010) (Job No. C-92-037-10) 

(Formal Contract) (See Special Provisions for DBE Percentage) 


- 16 - 

83. Contract No. 46083 Various Counties District 2 

Section D 2 H-T PVMNT MRK RPR 10-21 


This project consists of removing and placing new pavement markings on various routes throughout District Two as 

specified on individual work orders; includes 100 ft aerial speed check marking; 255,000 ft urethane pavement marking 

line; 4,000 sq ft thermoplastic pavement marking letter and symbols; 267,000 ft thermoplastic pavement marking line; 

1,501 ft hot spray thermoplastic pavement marking line; 70,500 ft polyurea pavement marking line; mobilization. 

(Completion Date: December 31, 2010) (Job No. C-60-021-10) (0-01576-0000) 




FAP Route 315/317 (US 136/US 24) 

1.35 miles of patching, milling and resurfacing on IL Route 100/U.S. Route 24 from Back Road to the south junction of 

U.S. Route 24 and U.S. Route 136; includes 870 tons polymerized leveling binder (machine method); 173 sq yds HMA 

surface removal-butt joint; 1,743 tons HMA surface course; 20,482 sq yds HMA surface removal; 906 sq yds Class D 

patches; 446 tons aggregate shoulders; 18,572 ft epoxy pavement marking line; 90 raised reflective pavement markers; 

1,743 tons material transfer device; mobilization; traffic control and protection. (15 Working Days) 




Agreement. 

86. Contract No. 64F03 Henry-Whiteside Counties District 2 



8.9 miles of HMA resurfacing on IL Route 78 from the north corporate limits of Prophetstown to 0.2 mile north of IL Route 

92; includes 88 tons leveling binder (hand method); 441 sq yds HMA surface removal-butt joint; 14,019 tons HMA surface 

course; 39,868 sq yds HMA surface removal; 5,000 ft strip reflective crack control treatment; 4,531 tons aggregate wedge 

shoulders; 240,252 ft paint pavement marking line; 32 raised reflective pavement markers; 14,019 tons material transfer 

device; construction layout; mobilization; traffic control and protection. (50 Working Days) 

(Job No. C-92-139-09) (2-28970-0100 and 2-28980-0100) (See Special Provisions for DBE Percentage) 

87. Contract No. 64961 Henry County District 2 



1.19 miles of milling, patching and resurfacing on IL Route 78 from just north of Interstate 80 to South Street in Annawan; 

includes 1,696 tons polymerized leveling binder (machine method), N 70; 2,033 sq yds surface removal-butt joint; 2,035 

tons polymerized HMA surface course, N 70; 5,664 sq ft median removal partial depth; 1,368 sq yds Class B patches; 

7,553 ft saw cuts; 9,956 ft strip reflective crack control treatment; 283 tons aggregate shoulders; 16,336 ft thermoplastic 

pavement marking line; 8,250 ft paint pavement marking line; 187 raised reflective pavement markers; railroad protective 

liability insurance; mobilization; traffic control and protection. (45 Working Days) (Job No. C-92-059-06) (2-07360-0000) 



Section 0811 RS 

FAU Route 1477 (PERSHING RD) 

The contract consists of 1.07 miles of pavement patching and resurfacing of Pershing Road from Central Avenue to IL 

Route 50 (Cicero Avenue) within the town of Cicero and the village of Stickney; includes 62 tons mixture for cracks, joints 

and flangeways; 20 tons leveling binder (hand method); 4,100 tons polymerized HMA surface course; 400 ft combination 

concrete curb and gutter removal and replacement; 1,000 sq yds Class D pavement patches; 1,700 ft storm sewers to be 

cleaned; 16,100 ft thermoplastic pavement marking line; 460 raised reflective pavement markers; 900 ft detector loop 

replacement; 1,700 tons polymerized leveling binder (machine method); 7,300 sq yds PCC removal; mobilization; traffic 




- 17 - 


Section 09-00075-00-RS (WEST CHICAGO) 

FAU Route 2530 (POWIS ROAD) Project ARA-9003(403) 

Project consists of HMA surface removal and resurfacing with HMA level binder and surface course, reflective crack 

control, grading and shaping aggregate shoulders, detector loop replacement, pavement markings and all other incidental 

items to complete the work on FAU Route 2530 (Powis Road) from North Avenue to Smith Road in the city of West 

Chicago; includes 145 sq yds grading existing shoulder; 1,253 gals bituminous materials (prime coat); 25 tons aggregate 

(prime coat); 1,053 tons HMA surface course; 12,530 sq yds HMA surface removal; 500 sq yds Class D patches; 12,530 

sq yds area reflective crack control treatment; 500 ft strip reflective crack control treatment; 180 tons aggregate wedge 

shoulder; 825 ft steel plate beam guardrail; 325 ft guardrail removal; 18,977 ft temporary pavement marking line; 19,255 ft 

thermoplastic pavement marking line; 147 raised reflective pavement markers; 285 ft detector loop replacement; 526 tons 

polymerized leveling binder (machine method); traffic control and protection; Federally funded; (A Special Provision for 




Section 09-00020-00-RS (PHOENIX) 

FAU Route 3598 (VINCENNES ROAD) Project ARA-9003(575) 

Project consists of the removal of existing HMA surface and subsequent replacement with HMA surface for the full width 

with pavement marking, patching of deteriorated and/or cracked concrete base and removal and replacement of any 

deteriorated curb and gutter, removal and replacement of sidewalk for detectable warnings and all other incidental items 

to complete the work on FAU Route 3598 (Vincennes Road) from Halsted Street to Thornton Road in the village of 

Phoenix; includes 321 sq yds topsoil furnish and place; 1,375 gals bituminous materials (prime coat); 236 sq yds HMA 

surface removal; 1,447 sq yds temporary ramp; 1,985 tons HMA binder course; 1,155 tons HMA surface course; 1,855 sq 

ft PCC sidewalk; 440 sq ft detectable warnings; 13,510 sq yds HMA surface removal; 1,838 sq ft sidewalk removal; 572 ft 

combination concrete curb and gutter removal and replacement; 1,500 sq yds Class B patches; 13,510 sq yds area 

reflective crack control treatment; 700 ft short term pavement marking; 250 sq ft work zone pavement marking removal; 

6,384 ft thermoplastic pavement marking line; 1,800 dowel bars; traffic control and protection; Federally funded; (A 




Section 09-00080-04-RS 

FAU Route 9010 (NINTH STREET) Project ARA-5011(280) 

Project consists of HMA surface removal, HMA surface course, HMA shoulders, concrete gutter removal and replacement 

and pavement marking from Airline Drive to a point 230 feet north of Old Edwardsville Road in the city of Wood River; 

includes 25,068 sq yds HMA surface removal, 1 1/2"; 1,837 tons HMA surface course; 564 tons HMA shoulders; 232 ft 

concrete curb and gutter remove and replace; 23,272 ft thermoplastic pavement marking line; Federally funded; (A 




Agreement. 

92. Contract No. 68605 Warren County District 4 

Section 103RS;(1,3)RS-3 

FAS Route 411 (IL 164) 

9.2 miles of milling, patching and resurfacing on IL Route 164 from U.S. Route 34 near Monmouth to the Knox County 

Line; includes 399 tons aggregate (prime coat); 5,575 tons polymerized leveling binder (machine method), N 50; 490 sq 

yds HMA surface removal-butt joint; 11,253 tons HMA surface course, N 50; 99,251 sq yds HMA surface removal; 1,221 

sq yds Class D patches; 1,834 tons aggregate shoulders; 118,258 ft epoxy pavement marking-line; 608 raised reflective 

pavement markers; 11,253 tons material transfer device; mobilization; traffic control and protection. (40 Working Days) 




FAU Route 2743 (GREENWOOD AVE) 

The contract consists of 1.61 miles of pavement patching and resurfacing of Greenwood Avenue from West Lake Avenue 

to IL Route 58 (Golf Road) within the village of Glenview; includes 49 tons mixture for cracks, joints and flangeways; 

2,749 tons HMA surface course; 30,009 sq yds HMA surface removal; 1,037 ft combination concrete curb and gutter 

removal and replacement; 4,540 sq ft median removal; 1,270 sq yds Class D pavement patches; 687 tons aggregate 

wedge shoulder; 4,540 sq ft corrugated median; 21,177 ft thermoplastic pavement marking line; 291 raised reflective 

pavement markers; 1,765 ft detector loop replacement; 953 sq yds PCC surface removal; 75 tons partial depth patching; 

1,833 tons polymerized leveling binder (machine method); mobilization; traffic control and protection. (Completion Date: 

July 16, 2010 Plus 05 Working Days) (Job No. C-91-375-02) (1-77148-0200) 



- 18 - 


Section (10-6HB-5)BR 


This project consists of the replacing the bridge carrying C.H. 24 over Interstate 74 located approximately 3 miles west of 

St. Joseph; includes 2,499 cu yds earth excavation; 10,839 cu yds furnished excavation; 2,711 tons HMA binder and 

surface course; 100 sq yds bridge approach pavement connector; 3,734 sq yds HMA surface removal; 1,056 sq yds 

aggregate shoulders; 544 tons HMA shoulders; removal of existing structures; 454 cu yds concrete; 279,450 lbs 

furnishing and erecting structural steel; 90,650 lbs reinforcement bars, epoxy coated; 1,354 ft furnishing and driving steel 

piles; 43 ft pipe culverts; 119 ft pipe underdrains; 2,012 ft steel plate beam guardrail; 1,680 ft shoulder rumble strip; 5,255 

ft paint pavement marking line; mobilization; traffic control and protection. (85 Working Days) 



Section 09-00418-00-RS (JOLIET) 


Resurfacing project consisting of HMA surface removal, combination concrete curb and gutter removal and replacement, 

resurfacing with surface and binder courses, placement of thermoplastic pavement markings and all other incidental items 

to complete the work on Draper Avenue from Woodruff Road to Route 6 on Theodore Street from River Road to Route 

59, on Black Road from Prairie Avenue to Raynor Avenue, on Washington Street from the E J & E Railroad to Briggs 

Street, on Raynor Avenue from John Street to Glenwood Avenue and on Western Avenue from William Street to Raynor 

Avenue in the city of Joliet; includes 600 tons mixture for cracks, joints and flangeways; 5,538 gals bituminous materials 

(prime coat); 140 tons aggregate (prime coat); 69,362 sq yds HMA surface removal; 7,716 tons HMA binder courses; 

5,147 tons HMA surface course; 3,200 sq yds Class D patches; 163 ft combination concrete curb and gutter removal and 

replacement; 26,997 ft temporary pavement marking line; 26,997 ft thermoplastic pavement marking line; 170 raised 

reflective pavement markers; 825 ft detector loop replacement; 550 sq ft temporary information signing; traffic control and 




Section 09-00074-00-RS (WEST CHICAGO) 

FAU Route 2534 (JOLIET STREET) Project M-ARA-9003(405) 

Project consists of HMA surface removal and resurfacing with HMA leveling binder and surface course, reflective crack 

control, curb and gutter removal and replacement, detectable warnings, detector loop replacement, pavement markings 

and all other incidental items to complete the work on FAU Route 2534 (Joliet Street) from IL Route 59 to Geneva Street 

in the city of West Chicago; includes 3,901 gals bituminous materials (prime coat); 78 tons aggregate (prime coat); 3,276 

tons HMA surface course; 260 sq ft PCC sidewalk; 39,009 sq yds HMA surface removal; 750 ft combination curb and 

gutter removal; 500 sq yds Class D patches; 39,009 sq yds area reflective crack control treatment; 140 tons aggregate 

wedge shoulder; 750 ft combination concrete curb and gutter; 31,585 ft thermoplastic pavement marking line; 177 raised 

reflective pavement markers; 538 ft detector loop replacement; traffic control and protection; Federally funded; (A Special 



97. Contract No. 64E78 Lee County District 2 



1.44 miles of milling, patching and resurfacing on U.S. Route 52 from 0.2 mile south of IL Route 38 in Dixon to Eldena 

Road; includes 176 tons HMA replacement over patches; 2,282 tons HMA surface course, N 50; 23,742 sq yds HMA 

surface removal; 584 sq yds HMA removal over patches; 137 sq yds pavement patching; 150 ft saw cuts; 20,036 ft 

thermoplastic pavement marking line; 32 raised reflective pavement markers; mobilization; traffic control and protection, 


98. Contract No. 68928 Woodford County District 4 

Section (114 BR-1)I 


This project consists of miscellaneous repairs to the structure (SN 102-0041) carrying IL Route 117 over Mill Creek 

located 36 miles south of U.S. Route 24 in Eureka; includes 57 cu yds earth excavation (widening); 227 sq yds base 

course widening; 15 tons HMA surface course; 178 sq yds HMA surface removal-butt joint; 263 sq yds bridge wearing 

surface removal; 8 cu yds concrete superstructure; 263 sq yds bridge deck grooving; 2,352 lbs reinforcement bars, epoxy 

coated; 1,290 ft epoxy pavement marking line; 414 sq ft thermal spraying (metalizing) PPC beam ends; 18 sq ft structural 

repair of concrete; 263 sq yds bridge deck latex concrete overlay; 263 sq yds concrete bridge deck scarification; 




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99. Contract No. 99420 Williamson County District 9 

Section 09-00109-00-RS (MARION) 


Project consists of HMA surface removal and HMA resurfacing on various routes in the city of Marion, Main Street from 

North Carbon Street to Monroe Street, East Main Street from Williams Street to Fairground Street. East Main Street from 

Creal Springs Road to just west of IL Route 13, Morgan Avenue from Halfway Road to Miners Drive, North Russell Street 

from Kimmel Street to West Goodall Street and Norman Road from Broeking Road to Calico Road; includes 11,250 sq 

yds HMA surface removal; 5,525 tons HMA surface course; 175 cu yds aggregate shoulders; 10,611 ft thermoplastic 

pavement marking line; 226 raised reflective pavement markers; Federally funded; (A Special Provision for this contract 





FAU Route 3596 (DOLTON AVE) 

The contract consists of the patching and resurfacing of 3,513 feet of Dolton Avenue from 142nd Street to FAI Route 94 

(Bishop Ford Expressway) in the village of Dolton; includes 31 tons mixture for cracks, joints and flangeways; 833 tons 

polymerized leveling binder (machine method); 1,695 tons HMA surface course; 20,172 sq yds HMA surface removal; 

406 sq yds Class D pavement patches; 3,750 ft storm sewer to be cleaned; 16,378 ft thermoplastic pavement marking 

line; 120 raised reflective pavement markers; nighttime work zone lighting; mobilization; traffic control and protection. 


101. Contract No. 74373 Moultrie County District 7 

Section (101,102,105)RS-1 

SBI Route 132 (OLD IL 121) 

Patching, milling and resurfacing at various locations along old IL Route 121 for 1.29 miles beginning at CH 57 and 

continuing to IL Route 121 in Moultrie County; includes 686 tons leveling binder (machine method); 1,063 tons HMA 

surface course, Mix C; 9,224 sq yds milling; 1,031 sq yds patching; 414 tons aggregate shoulders; 7,007 ft paint 

pavement marking; mobilization; traffic control and protection. (20 Working Days) (Job No. C-97-058-09) (7-50327-0000) 


102. Contract No. 76D28 Greene County District 8 

Section (102,103)RS 


1.20 miles of milling, HMA surface, striping and other work on IL Route 108 from 0.10 mile west of 11th Street to 0.10 mile 

east of Bonfoys Street in Carrollton; includes 2,985 tons HMA binder and surface course, Mix C; 23,504 sq yds milling; 

1,164 sq yds patching; 41 tons aggregate wedge shoulder; 12 inlets; 60 ft concrete curb and gutter; 13,626 ft 






Placing assorted types, sizes and widths of pavement marking at locations specified on individual work orders; includes 

122,389 ft preformed plastic pavement marking; 244,778 ft grooving for recessed pavement marking; mobilization. 



104. Contract No. 97415 St. Clair County District 8 

Section 06-00092-02-PV 

FAU Route 9294 (CONCORDIA CHURCH RD.) Project ARA-5011(297) 

Project consists of constructing a full-depth HMA pavement with area of concrete curb and gutter or aggregate shoulders, 

installation of new storm sewers and culverts, grading of slopes, pavement markings and all other incidental items to 

complete the work on FAU Route 9294 (Concordia Church Road) from just east of IL Route 158 to F. Scott Parkway; 

includes 1,963 cu yds earth excavation; 1,106 cu yds trench backfill; 2.5 acres seeding; 250 lbs temporary erosion control 

seeding; 5,484 ft perimeter erosion barrier; 14,967 sq yds processing modified soil; 373.5 tons lime; 15,609 sq yds 

subbase granular material; 361 sq yds aggregate base course; 276 gals bituminous materials (prime coat); 4,718.6 tons 

HMA binder course; 2,229 tons HMA surface course; 11,114 sq yds pavement removal; 173 sq yds aggregate shoulders; 

302 ft pipe culvert removal; 8,954 ft storm sewers; 50 inlets; 8,662 ft combination concrete curb and gutter; 2,965 ft paint 

pavement marking line; traffic control and protection; Federally funded; (A Special Provision for this contract requires 




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Section 09-00039-00-RS (NEW LENOX) 


Project consists of HMA surface removal, HMA resurfacing, thermoplastic pavement markings, detector loops 

replacement and all other incidental items to complete the work at various locations on Haven Avenue, Vine Street, Cedar 

Road, Gougar Road and Nelson Road in the village of New Lenox; includes 2,704 gals bituminous materials (prime coat); 

204 tons aggregate (prime coat); 3,032 tons HMA surface course; 27,054 sq yds HMA surface removal; 260 sq yds Class 

D patches; 8,697 ft temporary paint pavement marking line; 14,991 ft thermoplastic pavement marking line; 330 ft 

detector loop replacement; traffic control and protection; Federally funded; (A Special Provision for this contract requires 






This project consists of placing various widths of pavement marking lines, letters and symbols on various routes within the 

limits specified on individual work orders; includes 21,500 ft thermoplastic pavement marking line; 2,750 ft hot spray 

thermoplastic pavement marking line; 20,000 ft preformed plastic pavement marking; 292,800 ft epoxy pavement marking 

line; 64,000 ft polyurea pavement marking line; 3,000 sq ft pavement marking removal; 110,500 ft grooving for recessed 

pavement marking line; 135,900 ft urethane pavement marking line; mobilization; traffic control and protection. 






This project consists of placing various widths of pavement marking lines, letters and symbols on various routes as 

specified on individual work orders; includes 203,175 ft hot spray thermoplastic pavement marking line; 512,000 ft 

urethane pavement marking line; 233,000 ft grooving for recessed pavement marking; 500 sq ft urethane pavement 

marking-letters and symbols; 500 sq ft grooving for recessed pavement marking; mobilization; traffic control and 

protection. (Completion Date: December 31, 2010) (Job No. C-60-024-10) (0-01576-0000) 





Placing assorted types, sizes and widths of pavement markings at various locations as specified on individual work 

orders; includes 342,815 ft thermoplastic pavement marking; 224,120 ft hot spray thermoplastic pavement marking; 9,450 

ft preformed plastic pavement marking; 9,450 ft epoxy pavement marking; 127,075 ft polyurea pavement marking; 57,300 

ft grooving recessed pavement marking; mobilization. (Completion Date: December 31, 2010) 


109. Contract No. 46070 Rock Island County District 2 

Section BLACK HAWK STATE HISTORIC SITE 

PARK ROADS (PARK ROADS) 

This project consists of upgrades within the Black Hawk Historic Site consisting of new sidewalks, a paving block 

pathway, resurfacing and other related work; includes 703 sq yds topsoil, furnish and place; 48 tons HMA binder and 

surface course; 5,474 sq ft PCC sidewalk; 2 sq ft sign panel; 2,350 sq ft paver blocks, special; mobilization. 



Section 09-00018-00-RS (UNIVERSITY PARK) 

FAU Route 2967 (UNIVERSITY PARKWAY) Project ARA-9003(431) 

Project consists of HMA resurfacing including placement of HMA level binder, surface course and area reflective crack 

control treatment, pavement markings, signage and all other incidental items to complete the work on FAU Route 2967 

(University Parkway) from Crawford Avenue to Steger-Monee Road in the village of University Park; includes 4,400 sq 

yds topsoil furnish and place; 400 ft perimeter erosion barrier; 4,200 gals bituminous materials (prime coat); 2,500 tons 

HMA surface course; 720 tons leveling binder (machine method); 1,200 sq yds HMA surface removal; 900 sq yds Class D 

patches; 15,600 sq yds area reflective crack control treatment; 1,100 tons aggregate shoulders; 4,710 ft temporary 

pavement marking line; 15,530 ft thermoplastic pavement marking line; 70 raised reflective pavement markers; traffic 

control and protection; Federally funded; (A Special Provision for this contract requires insurance that names additional 



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Section 09-00003-00-SP (PORT BARRINGTON) 

FAU Route 3702 (RAWSON BRIDGE ROAD) Project ARA-9003(476) 

Project consists of resurfacing, removal and replacement of a culvert, guardrail, pavement markings, signage and all 

other incidental items to complete the work on FAU Route 3702 (Rawson Bridge Road) west of Arbor Villa Drive in the 

village of Port Barrington; includes 60 ft perimeter erosion barrier; 1,903 gals bituminous materials (prime coat); 726 tons 

leveling binder (machine method); 1,452 tons HMA surface course; 1,317 sq yds HMA surface removal; 179 tons 

aggregate wedge shoulder; remove 1 existing culvert; 28 ft storm sewers; 138 ft steel plate beam guardrail; 17,968 ft 

thermoplastic pavement marking line; 50 sq yds restoration; 673 sq yds HMA surface removal-driveway butt joint; traffic 




Section 09-00247-00-RS (OAK PARK) 

FAU Route 2783 (RIDGELAND AVENUE) Project ARA-9003(505) 

Project consists of HMA surface removal, HMA leveling binder and surface course, pavement patching, curb and gutter 

replacement, pavement markings and all other incidental items to complete the work on FAU Route 2783 (Ridgeland 

Avenue) from Roosevelt Road to Garfield Street in the village of Oak Park; includes 625 sq yds subbase granular 

material; 2,095 gals bituminous materials (prime coat); 21 tons aggregate (prime coat); 1,480 tons leveling binder; 21,320 

sq yds HMA surface removal; 2,085 tons HMA surface course; 1,850 sq ft PCC sidewalk; 730 sq ft detectable warnings; 

1,850 sq ft sidewalk removal; 1,695 ft combination concrete curb and gutter removal and replacement; 227 sq yds Class 

C patches; 14,270 ft strip reflective crack control treatment; 43 frames and lids to be adjusted; 12,280 ft thermoplastic 

pavement marking line; 770 ft detector loop replacement; 400 sq yds PCC surface removal; traffic control and protection; 



113. Contract No. 63418 Kane County District 1 

Section 09-00056-00-LS (WEST DUNDEE) 


Project consists of removing, salvaging and reinstalling bluestone sidewalk, installation of PCC sidewalks, construction of 

14 architectural precast concrete planter boxes and all other incidental items to complete the work on FAP Route 341 (IL 

Route 72) from 2nd Street to Fox River in the village of West Dundee; includes 1,400 sq ft PCC sidewalks; 225 ft concrete 

retaining wall; 6 valve boxes to be adjusted; 572 ft precast concrete curb; 336 ft limestone masonry veneer; 234 ft precast 

modular retaining wall; 1,024 sq ft brick paver removal; 307 sq ft remove and reinstall brick paver; 50 ft curb and gutter 

removal and replacement; 1 pre-construction videotaping; 168 ft ornamental metal fence; 1,450 sq ft anti-graffiti fence; 

252 sq ft masonry wall construction; traffic control and protection; Federally funded; (A Special Provision for this contract 




Section 09-00049-00-SW (RICHTON PARK) 


Project consists of sidewalk installation consisting of earthwork, detectable warning panels, restoration, traffic control, 

utility adjustments, sign relocations, tree removal and all other incidental items to complete the work on Governors 

Highway from 22013 to 22301 Governors Highway and Sauk Trail from Arquilla Avenue to Thomas Drive in the village of 

Richton Park; includes 32 units tree removal; 432 cu yds earth excavation; 380 cu yds removal and disposal of unsuitable 

materials; 3,337 sq yds topsoil furnish and place; 3,337 sq yds sodding, salt tolerant; 1,535 sq yds aggregate base 

course; 13,808 sq ft PCC sidewalk; 210 sq ft detectable warnings; 35 sq ft pavement removal; relocate 11 signs, special; 

1 gas valve to be adjusted; traffic control and protection; Federally funded; (A Special Provision for this contract requires 



115. Contract No. 66532 Livingston County District 3 


FAP Route 681 (IL 116) Project ESP-681(38) 

0.71 mile of widening, resurfacing and intersection upgrades on IL Route 116 from IL Route 47 to east of Maple Street in 

Saunemin; includes 1,969 cu yds furnished excavation; 17,975 sq yds sodding; 3,280 ft perimeter erosion barrier; 27 

inlets and pipe protection; 1,535 sq yds HMA base course widening; 1,540 tons leveling binder (machine method); 1,422 

tons HMA binder and surface course; 1,565 sq yds PCC driveway pavement; 1,049 sq ft PCC sidewalk; 5,137 sq yds ; 

400 sq yds Class D patches; 7,140 ft strip reflective crack control treatment; 2,346 ft storm sewers, Class A; 27 manholes; 

86 inlets; 7,346 ft combination concrete curb and gutter; 5,199 ft thermoplastic pavement marking line; 94 raised reflective 

pavement markers; 200 ft conduit in trench; 1,130 ft storm sewers, water main quality pipe; 7,140 ft saw cutting; 225 ft 

sanitary sewer; mobilization; traffic control and protection; Federally funded. (115 Working Days) 



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116. Contract No. 66986 Kankakee County District 3 

Section (102)I 


This project consists of removing and replacing an existing box culvert on IL Route 115 located approximately 3 miles 

east of Hersher; includes 83 cu yds furnished excavation; 160 ft grading and shaping ditches; 40 sq ft stone riprap; 52 sq 

yds aggregate base course; 104 sq yds HMA base course; 64 tons HMA surface course, N 50; 714 sq yds HMA surface 

removal; removal of existing structures; 38 ft PCC box culvert; 390 ft paint pavement marking line; 2 PCC box culvert end 

sections; mobilization; traffic control and protection. (15 Working Days) (Job No. C-93-065-10) (3-11546-0100) 


117. Contract No. 68214 Hancock County District 4 

Section (6G-WPSO)BR 


This project consists of removing the existing concrete arch box culvert (SN 034-2005) and replacing it with a 12' x 10' 

cast in place double box culvert, also new HMA pavement and storm sewers; includes 968 cu yds earth excavation; 718 

cu yds rock excavation; 1,307 sq yds sodding; 129 sq yds stone riprap; 479 tons HMA binder and surface course; 1,146 

sq ft concrete sidewalk; 1 removal of existing structure; 1,260 cu yds structure excavation; 20 cu yds concrete; 109,675 

lbs reinforcement bars; 448 cu yds concrete box culverts; 176 ft storm sewers; 184 ft ductile iron water main; 8 inlets; 412 

ft combination concrete curb and gutter; 1,191 ft epoxy pavement marking line; 94 ft sanitary sewer; construction layout; 

traffic control and protection; mobilization; Federally funded. (90 Working Days) (Job No. C-94-023-02) (4-09315-0100) 


PREVIOUS LETTING: January 15, 2010 (Item 203) 


Section Z[9D-15D)RS-6;(15D)RS-3],GRS-2 

FAS Route 1388 (IL 8) Project ACRS-1388(102) 

This project consists of 4.65 miles of patching, milling and resurfacing located on IL Route 8 from Kickapoo/Edwards 

Road to west of Reservoir Boulevard at Peoria; includes 1,164 sq yds HMA surface removal-butt joint; 6,625 tons HMA 

surface course; 72,707 sq yds HMA surface removal; 1,238 sq yds patches; 1,613 tons aggregate shoulders; 147 tons 

HMA shoulders; 44,135 ft epoxy pavement marking line; 337 raised reflective pavement markers; 6,149 tons material 

transfer device; mobilization; traffic control and protection. (35 Working Days) (Job No. C-94-015-07) (4-00033-0300) 


119. Contract No. 68747 Stark County District 4 

Section (11,12)RS-2;(6W)RS-3;101RS-4 

FAP Route 643 (IL 17/IL 91) Project ACF-643(87) 

12.68 miles of patching, milling and resurfacing on IL Route 17 from IL Route 91 in Toulon to IL Route 40 west of 

Wyoming; includes 8,428 tons polymerized leveling binder (machine method); 4,361 sq yds HMA surface removal-butt 

joint; 17,249 tons HMA surface course; 203,439 sq yds HMA surface removal; 2,200 sq yds Class D patches; 133,501 ft 

strip reflective crack control treatment; 4,048 tons aggregate shoulders; 1,938 ft steel plate beam guardrail; 200,287 ft 

epoxy pavement marking line; 914 raised reflective pavement markers; mobilization; traffic control and protection; 




Section 12RS-3; 13RS-4 


1.08 miles of patching, milling and resurfacing on U.S. Route 150 (War Memorial Drive) from just east of IL Route 40 

(Knoxville Avenue) to just east of the Prospect Avenue intersection; includes 1,909 tons polymerized leveling binder 

(machine method); 1,622 s yds HMA surface removal-butt joint; 3,818 tons polymerized HMA surface course; 1,443 sq 

yds Class B patches; 8,856 ft saw cuts; 477 ft combination concrete curb and gutter; 3,137 sq ft concrete median; 17,728 

ft epoxy pavement marking line; 452 raised reflective pavement markers; 2 full-actuated controllers and cabinets; 215 ft 

electric cable in conduit; 3,439 ft detector loop; mobilization; traffic control and protection; Federally funded. (45 Working 

Days) (Job No. C-94-122-09) (4-00051-0500) (See Special Provisions for DBE Percentage) 

121. Contract No. 68930 Warren County District 4 

Section 4RS 

SBI Route 8A (OLD US 34) 

0.65 mile of HMA resurfacing on Old U.S. Route 34 located on the south side of Monmouth; includes 577 tons HMA 

surface course, N 50; 7,722 ft paint pavement marking line; 434 tons polymerized leveling binder (machine method), N 

50; mobilization. (15 Working Days) (Job No. C-94-157-09) (0-01616-4016 - CONT.MAINT.) 



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Section 12-I-5;11-I-2 

FAP Route 64 & FAU Route 6659 (IL 29 & UNMARKED) Project ACHSIP-000S(803) 

This project consists of installing radar speed limit signs at two locations along IL Route 29 (Galena Road) between the 

4700 block and the 5700 block and one location along Farmington Road near the 4100 block; includes 3 light pole 

foundations, metal; 3 traffic signal posts, galvanized steel; 3 radar speed signs; mobilization; Federally funded. 



Section (28Z)RS-5 

FAP Route 808 (US 150/US 45) 

1.13 miles of patching, milling and resurfacing on U.S. Routes 150/45 from Wright Street to east of Race Street in 

Urbana; includes 1,693 tons polymerized leveling binder (machine method), N90; 3,076 tons polymerized HMA surface 

course, N90; 42,344 sq yds HMA surface removal; 836 sq yds patches; 32 water valves to be adjusted; 37 manholes to 

be adjusted; 21,701 ft thermoplastic pavement marking line; 495 raised reflective pavement markers; 4,801 ft detector 

loop; 8,516 ft cold milling; railroad protective liability insurance; mobilization; traffic control and protection. (Completion 

Date: July 30, 2010 Plus 05 Working Days) (Job No. C-95-113-00) (5-50150-0000) 



Section (105BR)BR 

FAP Route 709 (US 136) Project BRF-709(26) 

This project consists of replacing the bridge (SN 010-0062) carrying U.S. Route 136 over Wildcat Slough located east of 

Fisher; includes 2,010 cu yds channel excavation; 105 cu yds porous granular embankment; 1,311 sq yds stone riprap; 

111 sq yds HMA surface removal butt-joint; 47 tons HMA surface course; 43 sq yds bridge approach pavement 

connector; removal of existing structures; 386 cu yds structure excavation; 500 cu yds concrete; 654 sq yds bridge deck 

grooving; 11 cu yds concrete encasement; 94,700 lbs furnishing and erecting structural steel; 91,260 lbs reinforcement 

bars, epoxy coated; 960 ft furnishing and driving metal shell piles; 12 elastomeric bearing assemblies; 104 ft pipe 

underdrains for structures; 450 ft steel plate beam guardrail; 900 ft paint pavement marking line; mobilization; traffic 




126. Contract No. 74426 Richland-Edwards Counties District 7 

Section D7 GUARDRAIL 2010-1 


Installing guardrail at 8 different locations along IL Route 130 in Richland and Edwards counties; includes 300 tons 

aggregate shoulders; 4,128 ft steel plate beam guardrail; 31 traffic barrier terminals; 72 guardrail markers; 27 terminal 

markers; mobilization; traffic control and protection; Federally funded. (25 Working Days) 


127. Contract No. 76132 Washington County District 8 

Section 95-AC & 32B-I 

OR Route 322/SBI 2 (OLD US 51/DELAWARE RD) 

The contract consists of the removal of a single span bridge, which carries Old U.S. Route 51/Delaware Road over a 

tributary to Rayes Creek, removal of the pavement south of the existing structure on Old U.S. Route 51/Delaware Road, 

resurfacing of the pavement north of the existing structure on Old U.S. Route 51/Delaware Road and the construction of a 

new service road connecting U.S. Route 51 to Old U.S. Route 51/Delaware Road, all located east of Richview; includes 

254 units tree removal; 1,260 cu yds earth excavation; 436 cu yds channel excavation; 2,665 cu yds furnished 

excavation; 2,572 sq yds aggregate base course; 511 tons leveling binder (machine method); 832 tons HMA surface 

course; 1,153 sq yds pavement removal; 533 sq yds HMA surface removal; 602 ft gutter removal; 116 sq yds aggregate 

shoulders; removal of existing structure; remove and re-erect 3 traffic barrier terminals; 10,291 ft thermoplastic pavement 

marking line; 10 raised reflective pavement markers; 22 trees; mobilization; traffic control and protection. (40 Working 

Days) (Job No. C-98-049-05) (8-83570-0100, 8-83571-0000) (See Special Provisions for DBE Percentage) 



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Agreement. 


Section 60-15, 60-15B 


The project is for IL Route 255 beginning west of Seminary Road and extending northwest to US Route 67 in Godfrey and 

will consists of the construction of four-lane pavement, diamond interchanges at Humbert Road and IL Route 111, ramp 

pavement and the construction of box culverts; includes 991 raised reflective pavement markers; removal of 5 buildings; 

removal of friable and non-friable asbestos; 1,342 units tree removals; 775,915 cu m earth excavation; 371,210 cu m 

furnished excavation; 12,186 sq m stone dumped riprap; 5,695 m tons riprap for stilling basin; 163,342 sq m processing 

modified soil; 29,014 m tons subbase granular material; 96,911 sq m HMA pavement (full-depth); 1,662 sq m bridge 

approach pavement; 14,526 m tons aggregate shoulders; 57,234 sq m HMA shoulders; 529,240 kg reinforcement bars; 

181 m precast concrete box culvert; 2,878 cu m concrete box culverts; 827 m pipe culverts; 16,586 m pipe underdrains; 

2,515 m steel plate beam guardrail; 19,261 m shoulder rumble strip; 11,615 m woven wire fence; 27,857 m thermoplastic 

pavement marking line; 753 m paint pavement marking line; 2,688 m epoxy pavement marking line; mobilization; traffic 

control and protection; Federally funded. (295 Working Days) 

(Job No. C-98-108-03) (8-83990-0100, 8-83990-0200, 8-05100-0307) (See Special Provisions for DBE Percentage) 


Agreement. 

130. Contract No. 76830 Madison-St Clair Counties District 8 

Section 60-(30,31,128)-1 


1.02 miles of pavement widening to provide 4 through lanes (and a left turn lane) on IL 159 from South Morrison to 

Church Street in Collinsville; includes 4 evergreens; 37,949 cu yds earth excavation; 12,402 cu yds trench backfill; 6 

acres seeding; 7,395 sq yds stabilized subbase - HMA; 32,404 sq yds aggregate base course; 127 sq yds concrete base 

course; 5,579 tons HMA binder course; 5,573 tons polymerized HMA surface course, Mix E; 44,578 sq ft concrete 

sidewalk; 12,921 sq yds pavement removals; 13,824 sq yds milling; 885 sq yds patching; removal of existing structure; 

311 cu yds structure excavation; 183.6 cu yds concrete structures; 924 stud shear connectors; 1,750 sq ft untreated 

timber lagging; 96,537 lbs epoxy coated reinforcement bars; 2,255 ft soldier piles; 1,939 ft precast concrete box culverts; 

8,157 ft storm sewers; 6,610 ft water main; 19 manholes; 12,971 ft concrete curb and gutter; 700 ft steel plate beam 

guardrail; 13 traffic barrier terminals; 377 sq ft sign panel; 25,005 ft thermoplastic pavement marking; 2 controllers; 9,630 

ft electric cable; 6 steel mast arm assemblies and poles; 20 signal heads; 2,275 ft detector loop; 22 shade trees; 52 

intermediate trees; 16,547 cu ft drilling and setting soldier piles (in soil); mobilization; traffic control and protection; 




131. Contract No. 76977 Monroe County District 8 

Section 67-1HBR 


Replacement of the existing bridge with a 4-span, steel beam structure carrying IL Route 158 over IL Route 3 (SN 067- 

0042) and raising the profile grade, concrete pavement patching and resurfacing on IL Route 158 located south of 

Columbia; includes 325 cu yds earth excavation; 1,315 furnished excavation; 1.25 acres seeding; 1,990 ft perimeter 

erosion barrier; 6,650 sq yds HMA base course; 600 tons leveling binder (machine method); 1,820 tons HMA binder 

course; 1,100 tons HMA surface course, Mix D; 840 sq yds pavement removal; 288 sq yds patching; 1,725 tons HMA 

shoulders; removal of existing structure; 1,018 sq yds protective shield; 157 cu yds structure excavation; 349 cu yds rock 

excavation for structures; 1,370 cu yds concrete; 1,022 sq yds bridge deck grooving; 403,400 lbs structural steel; 6,960 

stud shear connectors; 202,020 lbs epoxy coated reinforcement bars; 4,300 ft concrete curb and gutter; 10,900 sq ft 

concrete median surface; 4,375 ft steel plate beam guardrail; 15 traffic barrier terminals; 15,645 ft thermoplastic pavement 

marking; 2,760 ft locating underground cable; 3,980 ft unit duct; 2,760 ft trench and backfill; temporary support system; 



132. Contract No. 78160 Alexander County District 9 

Section D9 DECK SEAL 2010-1 


Repairs to the structure carrying I-57 over the Mississippi River in Alexander County including sealing of cracks in the 

deck, application of protective coat to the deck surface and parapets along with minor joint repairs (SN 002-0022); 

includes 32,178 sq yds protective coat; 429 ft silicone joint sealer; 0.6 cu ft polymer concrete; 10,000 ft bridge deck 

concrete crack sealer; mobilization; traffic control and protection. (20 Working Days) 



- 25 - 

133. Contract No. 90952 Douglas County District 5 

Section (15,21-25HB-2)BR 


This project consists of removing and replacing the deck on structure (SN 021-0024) carrying IL Route 133 over Interstate 

57 located on the east edge of Arcola; includes 2,019 sq yds PCC base course; 179 tons leveling binder (machine 

method); 391 tons HMA surface course, N 50; 374 sq yds bridge approach pavement; 3,022 sq yds HMA surface 

removal; 452 sq yds HMA surface removal; 303 ft saw cuts; 183 tons HMA shoulders; removal of 1 existing concrete 

deck; 500 cu yds concrete; 654 sq yds bridge deck grooving; 3,530 lbs furnishing and erecting structural steel; 105,095 

lbs reinforcement bars epoxy coated; 200 sq yds slope wall; 18 elastomeric bearing assemblies; 1,717 ft pipe 

underdrains; 9,519 sq ft concrete median; 665 sq ft corrugated median; 350 ft steel plate beam guardrail; 5,357 ft paint 

pavement marking line; 74 raised reflective pavement markers; 1,616 ft unit duct 2#6XLP, 1#6 bare ground 1.5 

polyethylene; 1,416 ft trench and backfill for electrical work; 997 sq yds diamond grinding bridge section; mobilization; 

traffic control and protection. (90 Working Days) (Job No. C-95-052-98) (5-93910-0100) 


134. Contract No. 99411 Jefferson County District 9 

Section 09-00130-00-RP (MT. VERNON) 

FAU Route 8749 (NORTH DAVIDSON AVENUE) Project M-ARA-5049(23) 

Project consists of 24-foot PCC pavement with curb and gutter, storm sewers, pavement markings and all other incidental 

items to complete the work on FAU Route 8749 (N. Davidson Avenue) just north of IL Route 15 in the city of Mt. Vernon; 

includes 12 units tree removal; 2,053 cu yds earth excavation; 144 cu yds trench backfill; 2 acres seeding; 200 lbs 

temporary erosion control seeding; 2,775 ft perimeter erosion barrier; 248 sq yds stone riprap; 5,955 sq yds processing 

modified soil; 96 tons lime; 5,955 sq yds aggregate base course; 100 tons aggregate surface course; 100 tons aggregate 

for temporary access; 4,830 sq yds PCC pavement; 4,830 sq yds protective coat; 72 ft precast concrete box culvert; 

1,561 ft storm sewers; 3,305 ft combination concrete curb and gutter; 10 sq ft remove and replace sign panel; 1,730 ft 

paint pavement marking line; 48 dowel bars; traffic control and protection; Federally funded; (A Special Provision for this 



135. Contract No. 60B92 DuPage County District 1 

Section 10HB-R 

FAP Route 311 (US 34) Project ACBHF-311(41) 

Bridge deck replacement and resurfacing of approaches on the structure carrying US 34 over IL 53 in Lisle; includes 432 

cu yds porous granular embankment; 524 tons leveling binder (machine method); 443 tons HMA surface course, MIX F; 

2,874 sq ft median removal; 60.6 cu yds concrete removal; removal of existing concrete deck; 871 sq yds protective 

shield; 489.4 cu yds structure excavation; 786.3 cu yds concrete; 1,200 sq yds bridge deck grooving; 1,284 sq ft form liner 

textured surface; 330 lbs structural steel; 5,664 stud shear connectors; cleaning and painting steel bridge; containment 

and disposal of lead paint cleaning residue; 146,150 lbs epoxy coated reinforcement bars; 177 ft pipe underdrains; 4 

traffic barrier terminals; 186.2 sq yds staining concrete structures; 73 ft detector loop replacement; 2,822 ft thermoplastic 

pavement marking; mobilization; traffic control and protection; Federally funded. (Completion Date: October 31, 2010 Plus 

05 Working Days) (Job No. C-91-023-07) (1-75694-0100) (See Special Provisions for DBE Percentage) 

PREVIOUS LETTING: November 6, 2009 (Item 96) 

136. Contract No. 60H62 Will County District 1 

Section (535B-6R&536)RS-4 


2.31 miles of milling and resurfacing along IL Route 7 from IL Route 53 to I-355 in Lockport; includes 5 cu yds earth 

excavation; 54 units grading and shaping shoulders; 190 sq yds sodding; 77 sq yds concrete base course; 195 sq yds 

HMA base course; 9,522 tons polymerized HMA binder and surface course, Mix F; 500 sq ft concrete sidewalk; 69,160 sq 

yds milling; 1,230 sq yds patching; 4,050 ft detector loop replacement; 54,620 ft thermoplastic pavement marking; 

mobilization; traffic control and protection. (45 Working Days) (Job No. C-91-760-09) (1-77031-0102, 1-77031-0002) 




FAU Route 3565 (IL 171/ARCHER AVE) Project ACHSIP-3565(3) 

3.70 miles of safety improvements along IL Route 171/Archer Avenue from IL Route 83 to 104th Street/Willow Springs 

Road in Willow Springs; includes 8,210 units tree removal; 10,000 cu yds earth excavation; 25 units grading and shaping 

shoulders; 50 cu yds trench backfill; 16,000 sq yds compost; 12 acres seeding; 16,000 sq yds erosion control blanket; 

25,600 ft perimeter erosion barrier; 20,050 sq yds aggregate base course; 16,100 sq yds HMA base course; 2,250 tons 

HMA surface course, Mix D; 2,250 sq yds pavement removal; 4,050 sq yds milling; 3,580 tons aggregate shoulders; 1 cu 

yd concrete removal; 3 cu yds structure excavation; 180 lbs epoxy coated reinforcement bars; 60 sq ft concrete sealer; 

1,413 ft steel plate beam guardrail; 12 traffic barrier terminals; 36,800 ft shoulder rumble strip; 278 sq ft sign panel; 

37,000 ft thermoplastic pavement marking; 12 acres selective clearing; 4 flashing beacons, post-mounted, solar-powered; 




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FAP Route 305 (IL 50/CICERO AVE) 

2.24 miles of milling, HMA surface, striping and other work on Cicero Avenue/ IL Route 50 from 46th Street to Marquette 

Road in Chicago and Bedford Park; includes 12,100 tons HMA surface course, Mix F; 1,500 sq ft concrete sidewalk; 

2,470 sq yds patching; 5,100 tons polymerized leveling binder (machine method); 14,400 sq yds concrete surface 

removal; 1,884 ft detector loop replacement; 63,750 ft thermoplastic pavement marking; mobilization; traffic control and 

protection. (Completion Date: October 15, 2010) (Job No. C-91-831-09) (1-78136-0000) 




FAU Route 2820 (GOVERNORS HWY) 

4.57 miles of milling and resurfacing on Governor's Highway from Crawford Avenue to 175th Street in Hazel Crest, 

Homewood, Flossmoor and Olympia Fields; includes 371 units grading and shaping ditches; 5,199 tons polymerized 

leveling binder (machine method); 10,586 tons HMA surface course, Mix D; 126,915 sq yds milling; 6,257 sq yds 

patching; 742 tons aggregate wedge shoulder; 1,062.5 ft steel plate beam guardrail; 4,240 ft electric cable; 427 ft detector 

loop; mobilization; traffic control and protection. (Completion Date: September 15, 2010 Plus 05 Working Days) 




FAU Route 323 (IL 126) 

2.27 miles of milling, HMA surface, striping and other work on IL Route 126 from I-55 to U.S. Route 30 (Lockport Street) 

in Plainfield; includes 208 units grading and shaping shoulders; 3,810 tons HMA surface course, Mix D; 1,800 tons 

polymerized leveling binder (machine method); 45,300 sq yds milling; 380 sq yds patching; 510 tons aggregate wedge 

shoulder; 240 ft detector loop replacement; 34,000 ft thermoplastic pavement marking; mobilization; traffic control and 



Section (145&146)RS-7 

FAU Route 2857 (ASHLAND AVE/WOOD ST) 

The contract consists of 3.08 miles of pavement patching and resurfacing of Ashland Avenue/Wood Street from 123rd 

Street to IL Route 83 (Sibley Boulevard) within the villages of Calumet Park, Riverdale and Dixmoor; includes 100 units 

grading and shaping shoulders; 140 tons mixture for cracks, joints and flangeways; 20 tons leveling binder (hand 

method); 7,772 tons HMA surface course; 500 sq ft PCC sidewalk; 94,000 sq yds HMA surface removal; 570 ft 

combination concrete curb and gutter removal and replacement; 1,390 sq yds Class D pavement patches; 2,500 ft storm 

sewers to be cleaned; 73,050 ft thermoplastic pavement marking line; 1,650 raised reflective pavement markers; 2,500 ft 

detector loop replacement; 3,820 tons polymerized leveling binder (machine method); mobilization; traffic control and 




FAU Route 2843 (DIXIE HWY) 

1.93 miles of milling and resurfacing on Dixie Highway from U.S. Route 6 (159th Street) to Governor's Highway in East 

Hazel Crest, Hazel Crest, Markham and Harvey; includes 87 units grading and shaping shoulders; 160 cu yds furnished 

excavation; 458 sq yds topsoil; 0.09 acre seeding; 425 sq yds erosion control blanket; 2,375 tons polymerized leveling 

binder (machine method); 4,836 tons HMA surface course, Mix D; 57,568 sq yds milling; 2,880 sq yds patching; 240 sq 

yds aggregate shoulders; 686 tons aggregate wedge shoulder; 4 traffic barrier terminals; 989 ft detector loop 

replacement; 39,015 ft thermoplastic pavement marking; mobilization; traffic control and protection. (60 Working Days) 



Section 2009-077 RS 


1.61 miles of milling, HMA surface, striping and other work on IL Route 64 from Elmwood Avenue to Ridgeland Avenue 

and Austin Avenue to IL Route 50 (Cicero Avenue) in Oak Park and Chicago; includes 2,972 tons polymerized leveling 

binder (machine method); 7,060 tons polymerized HMA surface course, Mix F; 72,036 sq yds milling; 1,274 sq yds 

patching; 1,016 ft detector loop replacement; 26,610 ft thermoplastic pavement marking; mobilization; traffic control and 



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FAU Route 3778 (CRAWFORD AVE) 

0.98 mile of milling, HMA surface, striping and other work on Crawford Avenue from U.S. Routes 12/20 (95th Street) to 

103rd Street in Oaklawn, Evergreen Park and Chicago; includes 134 sq yds topsoil; 134 sq yds sodding; 3,218 tons 

polymerized HMA surface course, Mix F; 7,820 sq yds milling; 1,230 sq yds patching; 701 ft detector loop replacement; 

5,324 sq yds concrete surface removal; 1,293 tons polymerized leveling binder; 23,191 ft thermoplastic pavement 

marking; mobilization; traffic control and protection. (30 Working Days) (Job No. C-91-854-09) (1-75276-0000) 



Section (H & 10)RS-7 


1.69 miles of milling, HMA surface, striping and other work on IL Route 1 (Main Street) from Union Avenue to Burville 

Road in Crete; includes 3,440 tons HMA surface course, Mix D; 225 sq ft concrete sidewalk; 40,900 sq yds milling; 1,635 

sq yds patching; 928 ft detector loop replacement; 1,690 tons polymerized leveling binder (machine method); 22,120 ft 




Section 2009-090 GRR 


Replacement of steel plate beam guardrail and traffic barrier terminals at various locations in northern Will County; 

includes 48 units grading and shaping existing shoulders; 2,694 sq yds aggregate shoulders; 675 ft steel plate beam 

guardrail; 58 traffic barrier terminals; 1,974 sq yds turf establishment; 196 units mowing; mobilization; traffic control and 

protection; Federally funded. (40 Working Days) (Job No. C-91-038-10) (1-78303-0000) 



Section 2009-091 GRR 


Replacement of steel plate beam guardrail and traffic barrier terminals at various locations in southern Will County; 

includes 478 units grading and shaping existing shoulders; 6,930 sq yds aggregate shoulders; 250 ft steel plate beam 

guardrail; 100 traffic barrier terminals; 3,391 ft guardrail removal; 3,162 sq yds turf establishment; 478 units mowing; 



148. Contract No. 60I50 Lake County District 1 

Section (106-2 & 117) RS-1 

FAP Route 334 (US 12/IL 59) 

2.87 miles of milling, HMA surface, striping and other work on U.S. Route 12/ IL Route 59 from IL Route 59 to East Street 

(McHenry County line) in Fox Lake; includes 20 units grading and shaping shoulders; 12 cu yds furnished excavation; 325 

sq yds topsoil; 4,175 tons polymerized leveling binder (machine method); 9,915 tons polymerized HMA surface course, 

Mix F; 100 sq ft concrete sidewalk; 101,200 sq yds milling; 4,500 sq yds patching; 85 tons aggregate wedge shoulder; 3 

traffic barrier terminals; 1,603 ft detector loop replacement; 53,300 ft thermoplastic pavement marking; 300 sq yds 

sodding; mobilization; traffic control and protection. (45 Working Days) (Job No. C-91-049-10) (1-75113-0000) 



Section 524-1-N 


Traffic signal modification, extension of a left-turn lane, milling and HMA surface at the intersection of IL Route 83 and 

127th Street in Alsip and Crestwood; includes 1,347 tons HMA surface course, Mix F; 12,493 sq yds milling; 549 sq yds 

patching; 3,988 ft thermoplastic pavement marking; uninterruptible power supply; 70 sq ft sign panel; 1 controller; 12,558 

ft electric cable; 16 signal heads; 488 ft detector loop; mobilization; traffic control and protection; Federally funded. 


150. Contract No. 60J03 Cook County District 1 

Section 8 Y-RS-5 


1.03 miles of milling, HMA surface, striping and other work on U.S. Route 34 from Bassford Avenue to the Burlington, 

Northern, Santa Fe Railway Company railroad in LaGrange; includes 100 sq yds topsoil; 100 sq yds sodding; 1,085 tons 

polymerized leveling binder (machine method); 2,570 tons polymerized HMA surface course, Mix F; 150 sq ft concrete 

sidewalk; 26,200 sq yds milling; 1,050 sq yds patching; 1,189 ft detector loop replacement; 14,950 ft thermoplastic 




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151. Contract No. 64D50 Winnebago County District 2 

Section 1-HBR-2 


This project consists of removing and replacing the existing superstructure on the bridge (SN 101-0096) carrying Meridian 

Road over U.S. Route 20 located at the south edge of Rockford; includes 1,030 cu yds furnished excavation; 1,288 ft 

perimeter erosion barrier; 151 tons HMA surface course; 214 sq yds bridge approach pavement; removal of existing 

superstructures; 660 sq yds HMA shoulders; 310 cu yds concrete structures; 690 sq yds bridge deck grooving; 164,480 

lbs erecting structural steel; 71,980 lbs reinforcement bars, epoxy coated; 24 erecting elastomeric bearing assemblies; 

156 ft pipe underdrains for structures; 59 sq yds geocomposite wall drain; 387 ft steel plate beam guardrail; 8 traffic 

barrier terminals; 5,280 ft paint pavement marking line; 261 ft unit duct, 600V, 2-1C no. 6 ground (xlp-type), 1-inch dia. 

polyethylene; 154 ft trench and backfill for electrical work; 2 light pole foundations; relocate 1 existing lighting unit; traffic 

control for road closure; mobilization; traffic control and protection; Federally funded. (Completion Date: October 18, 

2010) (Job No. C-92-032-09) (2-15500-0000) (See Special Provisions for DBE Percentage) 


Agreement. 

152. Contract No. 64F43 Lee County District 2 



7.3 miles of cold milling and HMA resurfacing on U.S. Route 30 from IL Route 251 to the Dekalb County Line; includes 

5,455 tons leveling binder (machine method), N 70; 1,300 sq yds HMA surface removal-butt joint; 12,157 tons surface 

course; 1,190 sq yds PCC pavement; 18,417 sq yds HMA surface removal; 605 sq yds patches; 2,807 ft saw cuts; 9,524 

tons aggregate wedge shoulders; 225,025 ft paint pavement marking line; 436 raised reflective pavement markers; 



153. Contract No. 64F67 Rock Island County District 2 

Section D2 MRS 2010-5 


8.3 miles of intermittent HMA resurfacing on IL Route 192 from Taylor Ridge to 98th Street near Edgington; includes 

1,137 tons leveling binder (machine method); 1,421 tons HMA surface course, N 50; 296 sq yds HMA surface removalbutt 

joint; 542 tons aggregate shoulders; 30,134 ft paint pavement marking line; mobilization; traffic control and protection. 


154. Contract No. 64F94 Rock Island County District 2 

Section 17(D)BR-M 


This project consists of replacing expansion joints on the structure (SN 081-0038) carrying U.S. Route 67 over the north 

channel of the Rock River in Milan; includes 55.3 cu yds concrete superstructure; 4,880 lbs reinforcement bars, epoxy 

coated; 404 ft preformed joint strip seal; 69 ft neoprene expansion joint; 3,240 ft paint pavement marking line; 

maintenance of 100 flexible delineators; mobilization; traffic control and protection. (40 Working Days) 


155. Contract No. 64F93 Winnebago County District 2 


FAP Route 303 (US 20 BUS) 

1.24 miles of cold milling and HMA resurfacing on U.S. Business Route 20 (West State Street) from Day Avenue to DME 

Railroad in Rockford; includes 1,005 tons leveling binder (machine method); 1,508 tons HMA surface course, N50; 17,951 

sq yds HMA surface removal; 3 water valves to be adjusted; 3,244 ft thermoplastic pavement marking line; 82 raised 

reflective pavement markers; mobilization; traffic control and protection. (25 Working Days) 


156. Contract No. 72C49 Cass-Sangamon Counties District 6 

Section 105(RS-6); 106(RS-4) 


Milling, patching, HMA surface, striping, addition of left-turn lanes, lighting and other work on IL Route 125 from Buchanan 

Street/Fulton Lane in Ashland to the east limits of Pleasant Plains; includes 1,461 cu yds earth excavation; 3,875 ft 

perimeter erosion barrier; 2,946 sq yds subbase granular material; 2,412 sq yds HMA base course widening; 439 tons 

leveling binder (machine method); 8,377 tons HMA surface course, Mix D; 31 sq yds pavement removal; 97,208 sq yds 

milling; 200 sq yds patching; 1,359 tons aggregate shoulders; 1,711 sq yds HMA shoulders; 56,370 ft paint pavement 

marking; 1,595 ft unit duct; 1,200 ft trench and backfill; 11 luminaires; 11 aluminum light poles; 66 ft concrete curb and 

gutter; 3 solar powered flashing beacon assemblies; mobilization; traffic control and protection; Federally funded. (55 

Working Days) (Job No. C-96-028-09) (6-00469-0100, 6-00351-0100) (See Special Provisions for DBE Percentage) 


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157. Contract No. 72D19 Sangamon County District 6 

Section D6 RUMBLESTRIP, MRKING 2010 


Milling of centerline rumble strips, pavement marking and tree removal on IL Route 29 from north of Cantrall to north of 

Hackmore Drive in Springfield; includes 35,243 ft centerline-rumble strip; 114,600 ft paint pavement marking; 23 units tree 

removal; 8,181 ft thermoplastic pavement marking; mobilization; traffic control and protection; Federally funded. (15 

Working Days) (Job No. C-96-123-10) (0-00883-6002) (See Special Provisions for DBE Percentage) 



158. Contract No. 72D33 Montgomery County District 6 

Section (112)SEAL COAT 

FAS Route 1769 (FRI-55 WEST) 

Bituminous surface treatment from 2.5 miles south of Macoupin Creek continuing north for 2.50 miles in Montgomery 

County; includes 65.2 tons bituminous materials (cover and seal coats); 440 tons seal coat aggregate; 3,300 ft paint 



159. Contract No. 72D38 Macoupin County District 6 


FAS Route 731 (SCOTTVILLE ROAD) 

Shoulder reconstruction on Scottville Road from east of Crum Road (TR 74) to 0.3 mile west of Bob White Road (TR 104) 

between Scottville and Modesto; includes 262 units excavating and grading existing shoulder; 8,747 sq yds HMA 

shoulders; 29,525 ft paint pavement marking; 0.9 acre seeding; mobilization; traffic control and protection. 



161. Contract No. 76D27 Madison County District 8 



6.66 miles of milling, HMA surface and other work on IL Route 159 from 0.1 mile north of IL Route 140 to the Macoupin 

County line; includes 8,119 tons HMA surface course; 96,652 sq yds milling; 427 sq yds patching; 95,366 ft thermoplastic 

pavement marking; 1,635 ft detector loop replacement; mobilization; traffic control and protection; Federally funded. 


162. Contract No. 76D37 Washington County District 8 

Section 2RS-3 


5.5 miles of milling, HMA surface, HMA shoulders, pavement marking and other work on IL Route 127 from the 

Washington County line to IL Route 177; includes 570 units excavating and grading existing shoulders; 240 cu yds 

furnished excavation; 3,190 tons leveling binder (machine method); 6,379 tons HMA surface course, Mix C; 75,935 sq 

yds milling; 991 sq yds patching; 18,984 sq yds HMA shoulders; 67,514 ft thermoplastic pavement marking; mobilization; 



163. Contract No. 76D41 St Clair-Clinton Counties District 8 

Section 123-1-J,(26,24)-J 

FAP Route 805 & Route FAS 1780 (IL 161 & OLD US 50) Project ACHSIP-000S(804) 

The project consists of the placement of guardrail terminal markers, guardrail markers, traffic barrier terminals and 

guardrail removal at the intersection of IL Route 161 and Helen Street in Swansea and at eight locations along Old U.S. 

Route 50 between Aviston and Beckemeyer; includes 1,513 ft steel plate beam guardrail; 250 ft steel plate beam 

guardrail, attached to structures; 23 traffic barrier terminals; 1,875 ft guardrail removal; 39 guardrail markers; 22 terminal 

markers-direct applied; mobilization; traffic control and protection; Federally funded. (60 Working Days) 




Section D-8 BRIDGE CLEANING 2010-1 

FAI Route 270 & Route FAP 2 (I-270 & IL 3) 

The contract will consist of bridge washing of 11 structures on FAI Route 270 and IL Route 3 at various locations in 

Madison County; includes 33,746 sq yds protective coat; 8,793 sq ft concrete sealer; bridge washing of 11 structures; 




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Section 01-P4019-05-BT 

MARQUETTE DRIVE Project TE-D1(622) 

Removal and replacement of a HMA bicycle/walking path with aggregate base course, pavement striping, seeding, tree 

planting, and all other incidental items to complete the work on Marquette Drive from Stony Island Avenue to Richards 

Drive; includes 58 units tree removal; 600 ft temporary fence; 10 units supplemental watering; 554 cu yds earth 

excavation; 700 cu yds furnished excavation; 4,829 sq yds geotechnical fabric for ground stabilization; 4,742 sq yds 

topsoil furnish and place; 4,723 sq yds erosion control blanket; 4,928 sq yds aggregate base course; 708 tons HMA 

surface course; 1,395 sq ft PCC sidewalk; 430 sq ft detectable warnings; 275 ft combination concrete curb and gutter; 

8,611 ft thermoplastic pavement marking line; 6 trees; 100 ft sediment control, silt fence; 2,402 sq yds HMA surface 

removal (variable depth); 121 ft fence (special); traffic control and protection; Federally funded; (A Special Provision for 




Section 08-00086-00-SW (BENSENVILLE) 

FAU Route 1376 (GRAND AVENUE) Project CMM-9003(53) 

Project consists of installing new PCC sidewalk, curb and gutter removal and replacement, structure adjustments, 

pavement markings and all other incidental items to complete the work on FAU Rte. 1376 (Grand Avenue) from Church 

Road to York Road in the village of Bensenville; includes removal of 82 trees; 830 cu yds earth excavation; 477 sq yds 

topsoil furnish and place; 2,500 sq yds sodding salt tolerant; 220 ft combination concrete curb and gutter removal and 

replacement; 20 tons aggregate for temporary access; 1,000 ft thermoplastic pavement marking line; 14,120 sq ft PCC 

sidewalk; 264 sq ft detectable warnings; 32 ft trench and backfill for electrical work; 456 ft electric cable in conduit, signal; 

6 trees; 5 structures to be adjusted; traffic control and protection; Federally funded; (A Special Provision for this contract 




Section 08-00202-00-SW (DES PLAINES) 

DES PLAINES RIVER TRAIL Project CMM-9003(116) 

Project consists of the construction of a multiuse trail, existing trail will be removed and a new trail will be constructed 

using an aggregate surface course, the limits for the south trail are from Toughy Avenue north to Algonquin Road, the 

north trail limits are from Bellard Road north to Golf Road, along Ballard Road from Rand Road east to East River Road to 

approximately 700 feet west, located in the city of Des Plaines; includes 14 acres clearing; 5,840 cu yds earth excavation; 

16,690 sq yds geotechnical fabric for ground stabilization; 16,525 sq yds aggregate base course, Type A; 16,820 sq yds 

aggregate surface course, Type B; 1,550 sq ft PCC sidewalk; 1,000 sq ft sidewalk removal; 870 ft thermoplastic 

pavement marking line; 21 ft conduit pushed; 380 ft electric cable in conduit, signal; 6 traffic signal posts; 2 pedestrian 

signal heads; 1,125 sq ft modular block retaining wall; 15,550 ft temporary construction fence; 13,310 sq yds erosion 

control blanket; 11,350 ft perimeter erosion barrier; 5.5 acres seeding; 13,500 sq yds topsoil furnish and place; 35 trees; 




Section 08-00169-00-PK (GLENVIEW) 

LEHIGH AVE. & COMPASS RD. Project CMM-9003(191) 

Work to be performed under this contract consists of parking lot improvements to the West Lot South Pod Parking Lot, the 

West Lot North Pod Parking Lot and the Compass Road South Parking Lot within the city of Glenview. This work will 

include, but not be limited to, HMA surface course, sidewalk replacement, thermoplastic pavement markings, lighting and 

all incidental and collateral work necessary to complete the project, located in the city of Glenview, Illinois at Lehigh 

Avenue: Intersection of Compass Road/Lehigh Avenue; and Compass Road: Intersection of Lehigh/West Lake; includes 

1,202 cu yds earth excavation; 15,436 sq yds aggregate base course, Type B; 7,036 sq yds HMA base course; 986 tons 

HMA binder course; 593 tons HMA surface course; 3,958 sq yds pervious asphalt; 4,442 sq yds pervious concrete; 1,047 

sq ft sidewalk removal; 3,804 sq ft PCC sidewalk; 5,699 ft combination concrete curb and gutter; 294 ft storm sewer; 

7,396 ft thermoplastic pavement marking line; 2,000 ft conduit in trench; 2,176 ft electric cable in conduit; 22 light poles 

and assemblies; 81 trees; 4,651 sq yds topsoil furnish and place; 4,694 sq yds sodding, salt tolerant; 50 shrubs; Federally 




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Section 08-00370-00-SP 

FAP Route 363 (FABYAN PARKWAY) Project HSIP-9003(56) 

Project consists of widening, resurfacing, earth excavation, construction of storm sewers and drainage structures, 

landscaping, pavement markings and all other incidental items to complete the work on FAP Rte. 363 (Fabyan Parkway) 

at Van Nortwick Avenue; includes 100 cu yds earth excavation; 2,632 cu yds removal and disposal of unsuitable material; 

1,471 sq yds topsoil furnish and place; 375 ft perimeter erosion barrier; 693 sq yds subbase granular material; 462 sq yds 

HMA base course; 506 sq yds HMA base course widening; 1,203 gals bituminous materials (prime coat); 51.7 tons HMA 

surface course; 1,215 tons polymerized HMA surface course; 656 sq yds protective coat; 11,117 sq yds HMA surface 

removal; 1,948.5 ft combination curb and gutter removal; 3,320 sq yds Class D patches; 75 ft pipe culverts; 1,968 ft 

combination concrete curb and gutter; 11,676 ft temporary pavement marking line; 12,224.5 ft epoxy pavement marking 

line; 202 raised reflective pavement markers; 2,515 sq ft pavement marking removal; 1,958 tons aggregate subgrade; 

1,056 tons polymerized leveling binder (machine method); traffic control and protection; Federally funded; (A Special 



170. Contract No. 99405 Jackson County District 9 

Section 05-00118-00-RP (CARBONDALE) 

REED STATION PARKWAY Project HPP-321(117) 

Project consists of the construction of an acceleration/deceleration lane along westbound IL Rte 13 and the construction 

of new roadway connecting westbound IL Rte. 13 to the existing Reed Station Parkway, located in the city of Carbondale; 

includes 2,341 cu yds earth excavation; 16,608 cu yds borrow excavation; 7,272 sq yds processing modified soil 12"; 802 

tons polymerized HMA binder course; 625 tons polymerized HMA surface course; 1,800 ft combination curb and gutter; 

3,672 sq ft PCC sidewalk; 198 ft precast concrete box culvert; 806 ft storm sewer; 5,060 ft thermoplastic pavement 

marking line; 3.7 acres seeding; 507 tons stone dumped riprap; Federally funded; (A Special Provision for this contract 




Section 09-00098-00-RS (ADDISON) 

FAU Route 3884 & FAU Route 2625 (ARMY TRAIL BLVD & MILL RD) Project M-9003(474) 

Project consists of HMA surface removal and resurfacing, HMA pavement patching, completion of new water main, curb 

and gutter removal and replacement, sidewalk removal and replacement, adjustment of structures and all other incidental 

items to complete the work on FAU Rte 3884 (Army Trail Boulevard) from Mill Road to US Rte. 20 and on FAU Rte. 2625 

(Mill Road) from Army Trail Boulevard to US Rte. 20 in the village of Addison; includes 11 units tree removal; 6,200 ft 

temporary fence; 293 units supplemental watering; 135 cu yds removal and disposal of unsuitable material; 6,070 cu yds 

trench backfill; 3,700 sq yds excelsior blanket, special; 15 transplanted salvaged trees; 1,506 sq yds aggregate base 

course; 6,688 gals bituminous materials (prime coat); 136 tons aggregate (prime coat); 968 sq yds HMA surface removalbutt 

joint; 4,842 tons HMA binder course; 4,063 tons HMA surface course; 2,955 sq yds protective coat; 649 sq yds PCC 

driveway pavement; 13,000 sq ft PCC sidewalk; 866 sq ft detectable warnings; 33,440 sq yds HMA surface removal; 

12,395 sq ft sidewalk removal; 10,000 ft combination concrete curb and gutter removal and replacement; 7,762 sq yds 

Class D patches; 682 ft storm sewers, Class A; 5,830 ft ductile iron water main; 1,270 ft water service line; 16 inlets; 25 

frames and grates; 44 frames and lids; 1,100 sq ft concrete median; 1 BETX soil analysis; 17,650 ft short term pavement 

marking; 52,290 ft temporary paint pavement marking line; 14,750 ft thermoplastic pavement marking line; 80 raised 

reflective pavement markers; 1,740 ft detector loop replacement; 47 water service connections; 68 ductile iron water main 

fittings; 330 ft ductile iron water main; 854 ft storm sewer (water main requirements); 1 preconstruction videotaping; traffic 


insureds). (138 Calendar Days) (Job No. C-91-056-10) (1-20799-0000) (See Special Provisions for DBE Percentage) 


Section 09-00129-00-PV (MAYWOOD) 

FAU Route 1397 (ST. CHARLES ROAD) Project M-9003(267) 

Reconstruction and resurfacing with removal and replacement of curb and gutter, sidewalk, driveway apron, storm sewer 

and drainage structures, pavement markings and all other incidental items to complete the work on FAU Rte. 1397 (St. 

Charles Road) from 21st Avenue to 5th Avenue in the village of Maywood; includes 6,580 cu yds earth excavation; 7,000 

cu yds removal and disposal of unsuitable material; 4,000 sq yds topsoil furnish and place; 79 inlets; 29,322 sq yds 

aggregate base course; 209 gals bituminous materials (prime coat); 400 sq yds HMA surface removal-butt joint; 150 tons 

HMA surface course; 95 tons incidental HMA surfacing; 29,500 sq yds PCC pavement; 35,570 sq yds protective coat; 

1,364 sq yds PCC driveway pavement; 23,000 sq ft PCC sidewalk; 29,500 sq yds pavement removal; 12,500 ft 

combination curb and gutter removal; 27,000 sq ft sidewalk removal; 370 ft adjusting watermain; 80 domestic water 

service boxes; 76 frames and lids; 12,300 ft combination concrete curb and gutter; 18,480 ft pavement marking tape; 824 

ft metal post; 16,712 ft polyurea pavement marking line; 1,163 ft conduit in trench; 1,832 ft conduit pushed; 12,000 ft unit 

duct; 1,153 ft trench and backfill for electrical work; 72 light poles, aluminum; 648 ft light pole foundation; 5,925 ft electric 

cable in conduit, signal; 8 steel mast arm assemblies and poles; 5,490 ft railroad track removal; 1,625 ft storm sewers; 

33,300 sq yds biaxal geogrid; 718 ft electric cable in conduit, grounding; traffic control and protection for detour route; 

Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). (155 Working 



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173. Contract No. 85419 Stephenson County District 2 

Section 04-00164-00-BR 

FAS Route 62 (GOLDMINE ROAD) Project BRS-62(108) 

Remove existing single-span steel wide flange beam bridge with concrete deck and construct a three-span reinforced 

concrete slab bridge on pile bent abutments and piers, located 3 miles west of Pearl City, over East Plum River; includes 

620 cu yds channel excavation; 64 cu yds structure excavation; 73 cu yds concrete structures; 115 cu yds concrete 

Superstructure; 34,380 lbs reinforcement bars, epoxy coated; 476 ft furnish and drive steel piles; 66 ft steel plate beam 

guardrail attached to structure; 156 ft steel railing; 1,140 sq yds pavement removal; 753 tons aggregate base course, 

Type B; 255 tons HMA binder course; 141 tons HMA surface course; 232 tons stone riprap; Federally funded; (A Special 



174. Contract No. 85501 Stephenson County District 2 

Section 09-00138-01-LS (FREEPORT) 

FAP Route 505 (STEPHENSON STREET) Project TE-D2(137) 

Improvement consists of (0.28 miles) streetscape improvements with trees, shrubs, perennials, sidewalk, driveway, 

seeding, curb and gutter replacement on FAP Rte. 505 (Stephenson Street) from Sheridan Avenue to Mary Avenue in 

Freeport; includes 47 trees; 10 shrubs; 104 perennials; 600 sq yds topsoil; 0.2 acres seeding, mulch, tree removal; 277 

tons aggregate base course; 30 tons incidental HMA surfacing; 71 sq yds PCC driveway pavement; 5,239 sq ft PCC 

sidewalk; 215 ft combination concrete curb and gutter; 17 ft wood sign support; traffic control and protection; Federally 



175. Contract No. 85506 Whiteside County District 2 

Section 06-00183-00-BR 

FAS Route 76 (LYNDON ROAD) Project BRS-76(104) 

Remove existing two span PPC deck beam bridge and construct a three span PPC deck beam bridge on pile bent piers 

and spill-thru abutments, located 4.2 miles north of US 30, over Rock Creek; includes 815 cu yds earth excavation; 93 cu 

yds structure excavation; 115 cu yds concrete structures; 4,103 sq ft precast prestressed deck beams 21"; 8,800 lbs 

reinforcement bars; 1,200 ft furnish and drive metal shell piles; 1,231 ft portland cement mortar fairing course; 287 ft steel 

plate beam guardrail; 278 ft steel railing; 53 tons HMA surface course; 550 tons aggregate surface course; 720 sq yds 

stone riprap; Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). 

(Completion Date: September 03, 2010 Plus 05 Working Days) (Job No. C-92-102-09) (2-10293-0000) 



Section 09-00161-00-SW (OTTAWA) 

Various Routes Project SRTS-4008(108) 

Project consists of constructing new sidewalk, sidewalk removal and replacement, PCC driveway and combination curb 

and gutter removal and replacement, at various locations in the city of Ottawa; includes 346 tons aggregate base course, 

Type B; 21,693 sq ft PCC sidewalk; 6,398 sq ft sidewalk removal; 255 sq yds PCC driveway pavement; 897 sq yds 

erosion control blanket; 0.18 acres seeding Class 1 A; Federally funded; (A Special Provision for this contract requires 



177. Contract No. 87431 Iroquois County District 3 

Section 07-00222-01-BR 

FAS Route 1322 (CH 37) Project BRS-1322(124) 

Improvement consists of the removal of existing structure and replace with a double cast-in-place concrete box culvert, 

HMA surface and aggregate shoulders carrying FAS Route 1322 (CH 37) over the west branch of Horse Creek 

approximately four miles east of Cabery; includes 380 cu yds earth excavation; 135 cu yds furnished excavation; 180 cu 

yds porous granular embankment; 455 ft perimeter erosion barrier; 715 tons stone riprap; 700 sq yds filter fabric; 476 tons 

aggregate base course; 549 gals bituminous materials; 127 tons HMA binder course; 82 tons HMA surface course; 113 

tons aggregate shoulder; 29,400 lbs reinforcement bars; 131 cu yds concrete box culverts; 116 ft steel plate beam 

guardrail; 4 traffic barrier terminals; 100 ft temporary pavement marking line; removal of existing structure; traffic control 

complete; Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). 



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Section 09-00182-00-RS (MATTOON) 

Various Routes Project ARA-M-5042(18) 

Project consists of HMA surface removal, Class C and D patching, partial depth patching, PCC side walk, curb and gutter, 

leveling binder, HMA surface course, pavement markings and all other incidental items to complete the work at various 

locations in the city of Mattoon; includes 2,000 ft short term pavement marking removal and replacement; 130.7 sq yds 

stone driveway removal; 41.5 tons partial depth patching; 1,929 gals bituminous materials (prime coat); 1,295 tons 

leveling binder (machine method); 7,786.4 sq yds HMA surface removal; 3,366 tons HMA surface course; 1,268 sq ft 

PCC sidewalk; 951 sq ft sidewalk removal; 219 ft combination concrete curb and gutter removal and replacement; 102.8 

sq yds Class D patches; 317 ft combination concrete curb and gutter; 17,958 ft thermoplastic pavement marking line; 

traffic control and protection; Federally funded; (A Special Provision for this contract requires insurance that names 

additional insureds). (45 Working Days) (Job No. C-97-030-10) (7-10508-0010) 



Section 09-00092-00-RS (CHARLESTON) 


Project consists of milling, HMA leveling binder and surface course, pavement markings and all other incidental items to 

complete the section located on FAU Route 7622 (Jackson Avenue) from 7th Street to 14th Street, FAU Route 7623 

(Harrison Avenue) from 11th Street to 18th Street and on FAU Route 7648 (11th Street) from Harrison Avenue to 

Madison Avenue in the city of Charleston; includes 14 tons aggregate surface course; 1,667 gals bituminous materials 

(prime coat); 202.6 sq yds temporary ramp; 740 tons level binder (machine method); 1,565 tons HMA surface course; 

69.1 gals bituminous materials; 96.8 tons incidental HMA surfacing; 13,889 sq yds HMA surface removal; 32.9 sq yds 

Class D patches; 11 water valves to be adjusted; 700 ft short term pavement marking; 788 ft thermoplastic pavement 

marking line; traffic control and protection; Federally funded; (A Special Provision for this contract requires insurance that 




Section 05-00016-01-PV (LEBANON) 

FAU Route 9247 (ST. LOUIS ST.) Project M-5011(301) 

Improvement consists of 0.13 mile removal and replacement of brick pavement and cut stone curb with new brick and 

stone, aggregate base course, HMA binder course storm sewer, PCC sidewalk on FAU Route 9247 (St. Louis Street) 

from Horner Street to Monroe Street in Lebanon; includes 1,182 cu yds earth excavation; 3,691 sq yds aggregate base 

course; 1,384 gals bituminous materials; 620 tons HMA binder course; 22 sq yds PCC driveway pavement; 370 sq ft PCC 

sidewalk; 940 sq yds pavement removal; 1,277 ft curb removal; 2,891 sq yds pavement removal special; 154 ft storm 

sewers; 30 ft concrete curb; 588 ft stone curb reinstalled; 3,691 sq yds brick surface course; 104 ft concrete edge 

restraint; traffic control and protection; Federally funded; (A Special Provision for this contract requires insurance that 

names additional insureds). (120 Calendar Days) (Job No. C-98-316-10) (8-10315-0000) 



Section 09-00049-01-SW (MADISON) 

OHIO AVENUE Project ARA-5011(275) 

Construct a 10-foot wide HMA pedestrian path with concrete barriers along the north side of Ohio Avenue from IL Route 

203 east to Old Madison Road in the city of Madison; includes 203 cu yds earth excavation; 646 sq yds HMA surface 

removal; 683 sq yds aggregate base course; 551 sq yds HMA base course widening; 135 tons HMA surface course; 128 

sq yds PCC driveway pavement; 375 ft temporary concrete barrier; 677 ft strip reflective crack control treatment; 553 ft 

thermoplastic pavement marking line; 34 ft combination concrete curb and gutter; Federally funded; (A Special Provision 

for this contract requires insurance that names additional insureds). (20 Working Days) 


182. Contract No. 97422 Jersey County District 8 

Section 09-00034-02-SW (JERSEYVILLE) 

FAU Route 8801 & FAU Route 8818 (FAIRGROUNDS AVE. & JUNE ST.) Project ARA-5033(9) 

Improvement consists of 1.18 miles of sidewalk installation, selective curb and gutter removal on FAU Route 8801 

(Fairgrounds Avenue) from Cemetery Road to June Street and FAU Route 8818 (June Street) from Fairgrounds Avenue 

to East Carpenter Street in Jerseyville; includes 1,078 cu yds earth excavation; 4,165 sq yds aggregate base course; 

37,500 sq ft PCC sidewalk; 180 ft combination curb and gutter removal; traffic control complete; Federally funded; (A 




- 34 - 


Section 09-00044-00-RS (CAHOKIA) 

FAU Route 9199 (DORIS AVENUE) Project ARA-5011(287) 

Improvement consists of 1.36 miles of surface removal, HMA resurfacing, curb and gutter removal and replacement, 

sidewalk removal and replacement on FAU Route 9199 (Doris Avenue) from Range Lane to Jerome Lane in Cahokia; 

includes 2,170 gals bituminous materials; 43 tons aggregate; 2,431 tons HMA surface course; 29 sq yds PCC driveway; 

2,435 sq ft PCC sidewalk; 21,703 sq yds HMA surface removal; 446 ft combination curb and gutter removal and 

replacement; 1,447 sq ft sidewalk removal; 94 sq yds Class D patches; 15,816 ft thermoplastic pavement marking line; 42 

sq ft sign panel; 112 ft metal posts; traffic control and protection; Federally funded; (A Special Provision for this contract 



184. Contract No. 99292 Gallatin-Saline Counties District 9 

Section 05-00002-00-BT (SALINE VALLEY CON DISTRIC) 

PEDESTRAIN TRAIL Project ARA-TE-D9(84) 

Improvement consists of 5.6 miles of construction of a pedestrian/bike trail, which work includes earth excavation, 

aggregate base course with cover and seal coating, pipe culverts, PCC concrete sidewalks, signing and a pedestrian 

bridge on Pedestrian Trail from the Gallatin County Visitor's Center in Equality to the Glen O. Jones Lake in Saline 

County; includes 8 acres tree removal; 16,900 cu yds earth excavation; 180 cu yds rock excavation; 10,300 cu yds 

borrow excavation; 21,900 sq yds geotechnical fabric; 7.5 acres seeding; 175 lbs temporary erosion control seeding; 

2,000 ft perimeter erosion barrier; 350 tons stone dumped riprap; 8,450 tons aggregate base course; 17,860 gals 

bituminous materials; 340 tons cover and seal aggregate; 1,050 sq ft PCC sidewalk; 1,200 lbs reinforcement bars; 200 ft 

furnish and drive steel piles; 982 ft pipe culverts; 265 sq ft sign panel; 890 ft telescoping steel sign support; 600 sq ft 

pedestrian truss superstructure; construction layout; Federally funded; (A Special Provision for this contract requires 




Section 08-00270-00-TL (AURORA) 

FAU Route 1521 (GALENA BOULEVARD) Project CMM-9003(42) 

Project consists of installing an interconnect system and integrating it with the city's centralized transportation 

management system, including removal and replacement or modification of the existing traffic signals, minor sidewalk 

modifications, pavement markings and all other incidental items to complete the work on FAU Route 1521 (Galena 

Boulevard) between Lake Street and Ohio Street in the city of Aurora; includes 1,047 sq ft PCC sidewalk; 855 sq ft 

sidewalk removal; 694 ft thermoplastic pavement marking line; 4,863 ft conduit in trench; 2,288 ft conduit pushed; 19 

traffic signal posts, galvanized steel; 5,047 ft trench and backfill for electrical work; 11 luminaires; 22,414.5 ft electric 

cable in conduit, signal; 14 steel combination mast arm assemblies and poles; 88 ft concrete foundation; 47 signal heads, 

LED; 808.4 ft detector loop; 22,554.5 ft remove electric cable from conduit; 5,142 ft fiber optic cable in conduit; 4 

intersection video traffic monitoring systems with PTZ cameras; 1 centralized system field integration/setup; traffic control 


insureds). (Completion Date: November 01, 2010 Plus 15 Working Days) (Job No. C-91-437-08) (1-11010-0000) 


186. Contract No. 60H93 Will-Cook Counties District 1 


FAU Route 3778 (GOVERNORS HWY) 

4.67 miles of milling, HMA surface, patching, striping and other work along Governor's Highway in University Park and 

Mattson; includes 5,495 sq yds patching; 10,415 tons HMA surface course, Mix D; 5,090 tons leveling binder (machine 

method); 120,690 sq yds milling; 2,033 ft detector loop replacement; 99,775 ft thermoplastic pavement marking; 

mobilization; traffic control and protection. (Completion Date: September 15, 2010 Plus 05 Working Days) 


187. Contract No. 46102 Bureau-LaSalle Counties District 3 

Section D-3 OVD SIN STR REPL 2010-37 


This project consists of maintenance and repairs to overhead sign structures at various locations on Interstate 80; 

includes 149 ft remove and reinstall walkway; 1,571 sq ft removal and reinstall sign panel; relocate 2 electric services; 

120 sq yds attenuator base; 353 ft overhead sign structure span; 89 ft overhead sign structure walkway; 4 structural steel 

supports for overhead sign structure spans; mobilization; traffic control and protection. (Completion Date: June 03, 2011) 



- 35 - 


Section D 1 GRDRL DELIN MAINT 10-44 


Replacement of reflectorized guardrail markers as specified on individual work orders; includes 7,500 guardrail markers; 

10,000 barrier wall markers; 7,500 delineators; remove and reinstall 5,000 delineators; mobilization; traffic control and 

protection. (Completion Date: December 31, 2010) (Job No. C-60-045-10) (0-00630-0000) 


189. Contract No. 46109 Madison-St Clair Counties District 8 

Section D 8 OVD SIN STR REPL 2010-45 


Overhead sign structure repair and maintenance to the structures as shown at various locations; includes replace 34 Ubolts; 

24 saddle shim blocks; repair 2 concrete foundations for overhead structures; 24 overhead sign supports grout 

repair; 6 truss dampers; 12 safety chains; repair 4 handrail locking pin connections; disconnect and re-connect 6 electric 

services; 549 ft overhead sign structure walkway; mobilization; traffic control and protection. (Completion Date: June 30, 

2011) (Job No. C-60-046-10) (0-99986-0000) (See Special Provisions for DBE Percentage) 


Section 09-00046-00-RS (HILLSIDE) 

Various Routes Project HPP-2421(2) 

Project consists of milling, HMA resurfacing, aggregate base repair, pavement markings and all other incidental items to 

complete the work at various locations throughout the city of Hillside; includes 2,000 tons aggregate base repair (special); 

45,250 gals bituminous material (prime coat); 280 tons aggregate (prime coat); 4,790 tons leveling binder (machine 

method); 1,390 tons HMA binder course; 4,755 tons HMA surface course; 1,825 sq ft PCC sidewalk; 56,565 sq yds HMA 

surface removal; 340 ft combination concrete curb and gutter removal and replacement; 2,988 ft thermoplastic pavement 

marking line; traffic control and protection; Federally funded; (A Special Provision for this contract requires insurance that 



191. Contract No. 64F72 Ogle County District 2 

Section D2 PATCHING 2010-3 


0.5 mile of full depth concrete patching on IL Route 2 located at the south edge of Oregon; includes 523 sq yds Class B 

patches; 2,271 ft saw cuts; 130 sq yds stabilized subbase replacement; 1,120 dowel bars; mobilization; traffic control and 


192. Contract No. 64F82 Lee County District 2 

Section (103-1,103-2)SHLD 

FAI Route 39 (I-39) Project ACNHI-39-1(28)97 

This project consists of shoulder reconstruction along Interstate 39 from the LaSalle County line to the Ogle County line; 

includes 3,940 units excavating and grading shoulders; 8,945 sq yds Class A patches; 29,680 ft saw cuts; 60,015 tons 

aggregate shoulders; 336,162 sq yds concrete shoulders; 650 removing and replacing delineators; 117,350 ft paint 

pavement marking line; 336,162 sq yds cold milling; traffic control and protection; mobilization; Federally funded. 

(Completion Date: November 01, 2010) (Job No. C-92-030-10) (2-17410-0100) 


193. Contract No. 74110 Fayette County District 7 

Section 114B-1(1) & 114B-1(2) 

FAP Route 750 & FAS Route 719 (IL 185) Project ACF-ACRS-000S(691) 

This project will consist of the replacement of two single span bridges with box culverts, one bridge is located one-half 

mile north and one-half mile west of the IL Route 185/Interstate 57 interchange near the northwest corner of Farian and 

the other bridge is located in Farina between Interstate 57 and IL Route 37; includes 572 cu yds earth excavation; 121 cu 

yds removal and disposal of unsuitable material; 91 cu yds furnished excavation; 599 cu yds porous granular 

embankment, special; 253 tons aggregate base course; 263 sq yds base course widening; 609 sq yds HMA pavement 

(full-depth); 720 sq ft PCC sidewalk; 110 sq yds pavement removal; 374 ft combination curb and gutter removal; 469 sq ft 

sidewalk removal; 169 tons aggregate shoulders; 792 sq yds HMA shoulders; 665 cu yds structure excavation; 65,600 lbs 

reinforcement bars; 1,480 lbs epoxy coated reinforcement bars; 1,355 sq ft temporary sheet piling; 419 cu yds concrete 

box culverts; 374 ft combination concrete curb and gutter; 300 ft steel plate beam guardrail; 314 ft guardrail removal; 725 

ft temporary concrete barrier; 3,399 ft paint pavement marking line; 247 tons rock fill-replacement; mobilization; traffic 

control and protection; Federally funded. (110 Working Days) (Job No. C-97-074-05) (7-7950-0000 and 7-79270-0000) 





- 36 - 


Section 60-(30,31,128)DM 


Demolition of 11 buildings along IL Route 159 from Church Street to 0.2 mile north of Morrison Avenue in Collinsville; 

includes removal of 11 buildings; 0.9 acre mulch; removal and disposal of non-friable asbestos; removal and disposal of 

friable asbestos; mobilization. (45 Working Days) (Job No. C-98-040-10) (8-82159-0424) 



Agreement. 

196. Contract No. 74371 Clay County District 7 


FAP Route 828 (N/A) 

12.18 miles of patching, milling, HMA surface, striping and other work on unmarked route from north of Clay City to just 

south of Bible Grove Road; includes 67 sq yds HMA widening; 283 tons aggregate surface course; 6,537 tons leveling 

binder (machine method); 13,201 tons HMA surface course, Mix C; 156,171 sq yds milling; 228 sq yds patching; 14,500 

tons aggregate shoulders; 154,068 ft paint pavement marking; mobilization; traffic control and protection. 


197. Contract No. 74398 Cumberland-Clark Counties District 7 

Section D7 PAVT PATCHING 2010-4 


Class A pavement patching along 22.8 miles of I-70 from the Effingham/ Cumberland County line to the Casey 

Interchange; includes 586 sq yds patching; 25 tie bars; 1,203 barricades; 4,502 ft saw cuts; mobilization; traffic control 

and protection. (25 Working Days) (Job No. C-97-111-09) (0-01616-7011) (See Special Provisions for DBE Percentage) 

198. Contract No. 74399 Clark-Coles Counties District 7 

Section D7 PAVT PATCHING 2010-5 

FAS Route 691/689 & FAS Route 677 (CLEONE RD & OAKLAND RD) 

Class D pavement patching on the Oakland/Ashmore Road and resulting on Cleone Road at the Martinsville interchange; 

includes 560 tons leveling binder (machine method); 1,676 sq yds patching; 13,474 sq yds bituminous surface treatment, 

(preventive maintenance); 27,328 ft thermoplastic pavement marking; mobilization; traffic control and protection. 



Section D7 WEED CONTROL SPRAYING 2010 

FAI Route 57 & FAI Route 70 (I-57 & I-70) 

Weed spraying along I-57 and I-70 throughout the district; includes 475 gals 2, 4-D and Picloram mixture; 45 gals weed 

control, broadleaf in turf; mobilization. (Completion Date: June 18, 2010) (Job No. C-97-050-10) (Formal Contract) 




Section D9 WEED SPRAY 2010-1 


Application of selective herbicide spray mixtures to the turf areas of various routes in the district; includes 236 gals 

herbicide 2, 4-D Amine; 59 gals non-ionic surfactant; mobilization. (Completion Date: May 24, 2010) 

(Job No. C-99-032-10) (Formal Contract) (See Special Provisions for DBE Percentage) 

201. Contract No. 85463 JoDaviess County District 2 

Section 08-00043-00-SW (GALENA) 

RIDGE STREET Project SRTS-4008(36) 

Sidewalk construction, curb and gutter replacement along Ridge Street/Mars Avenue from Kelly Lane to Dodge Lane in 

the city of Galena; includes 476 cu yds earth excavation; 1,880 sq yds aggregate base course; 3,780 sq ft sidewalk 

removal; 6,160 sq ft PCC sidewalk; 1,158 ft combination curb and gutter; 974 sq yds HMA surface removal; 120 tons 

HMA binder and surface course; 264 ft thermoplastic pavement marking line; Federally funded; (A Special Provision for 



202. Contract No. 85505 Ogle County District 2 

Section 06-00242-00-RS 

FAS Route 90 (RIVER ROAD) Project RS-90(102) 

Resurface River Road from IL Route 72 to IL Route 64, 8.98 miles; includes 15,646 tons HMA surface course; 486 tons 

HMA shoulder; 7,245 tons aggregate shoulder, Type B; 159,621 ft thermoplastic pavement marking line; 217 raised 

reflective pavement markers; Federally funded; (A Special Provision for this contract requires insurance that names 

additional insureds). (50 Working Days) (Job No. C-92-051-08) (2-10261-0000) (See Special Provisions for DBE 

Percentage) 


- 37 - 


Section 09-00318-00-RS (PEORIA) 

FAU Route 6593 (UNIVERSITY STREET) Project ARA-5093(150) 

Improvement consists of 0.92 mile of HMA surface removal and HMA leveling binder and surface replacement on FAU 

Route 6593 (University Street) from Nebraska Avenue north to Forest Hill Avenue in the city of Peoria; includes 11 tons 

bituminous materials; 57 tons aggregate; 2,005 tons leveling binder; 2,807 tons polymerized HMA surface course; 28,645 

sq yds HMA surface removal; 1,620 ft short term pavement marking; 2,807 tons material transfer device; traffic control 




204. Contract No. 89564 Stark County District 4 

Section 09-00001-00-LT (WYOMING) 

FAP Route 643 (WILLIAMS ST.) Project ARA-D4(102) 

Install decorative lighting, sidewalk removal and replacement at the intersection of Williams Street and 7th Street, located 

in the city of Wyoming downtown area; includes 4,470 sq ft sidewalk removal; 5,026 sq ft PCC sidewalk; 220 ft conduit 

pushed; 50 ft conduit bored and pulled; 3,350 ft unit duct; 6 luminaires; 228 ft light pole foundations; 56 ornamental light 

poles; 1 electric service installation; Federally funded; (A Special Provision for this contract requires insurance that names 



205. Contract No. 95614 Cumberland County District 7 

Section 09-00061-01-RS 

FAS Route 662 Project ARA-RS-662(102) 

Construction of HMA binder and surface courses and other items necessary to complete the work on FAS Route 662 

approximately 5 miles east of Burma Road east across the Embarras River to IL Route 130; includes 171 cu yds earth 

excavation; 2,630 tons HMA binder course; 1,834 tons HMA surface course; 1,566 gals bituminous materials; 617 sq yds 

waterproofing membrane system; traffic control and protection; Federally funded; (A Special Provision for this contract 

requires insurance that names additional insureds). (Completion Date: August 13, 2010 Plus 15 Working Days) 


206. Contract No. 95616 Richland County District 7 

Section 09-00117-00-RS 

FAS Route 801 (EAST DUNDAS LANE) Project ARA-801(232) 

Improvement consists of 1.25 miles HMA surface with aggregate shoulders on FAS Route 801 (East Dundas Lane) from 

FAS Route 705 to TR 186 east of Dundas; includes 2,800 tons HMA surface; 500 tons aggregate wedge shoulders; 214 

sq yds PCC surface removal; traffic control complete; Federally funded; (A Special Provision for this contract requires 




Section 09-00075-01-LS 

FAU Route 8902 (GOVERNORS PARKWAY) Project ARA-5011(299) 

Improvement consists of 2.7 miles of planting various species of trees at various locations along FAU Route 8902 

(Governor's Parkway) from Troy Road to IL Route 143; includes 228 trees; Federally funded; (A Special Provision for this 

contract requires insurance that names additional insureds). (15 Working Days) 



208. Contract No. 98907 Franklin County District 9 

Section D9 MITIGATE WETLAND SUGAR CAMP 


Wetland mitigation located along Sugar Camp Creek, 8 miles north of Benton; includes 405 shrubs; 156 units seedlings; 

4,220 gals weed control; 13 cu yds concrete for drainage control structures; 33,755 cu yds earth excavation; 42.25 acres 

seeding; 80 acres mulch; 765 lbs reinforcement bars; 9,347 ft perimeter erosion barrier; mobilization. (Completion Date: 

November 30, 2010) (Job No. C-99-019-05) (9-00252-0200) (See Special Provisions for DBE Percentage) 



- 38 - 


Agreement. 

210. Contract No. 76C55 St Clair County District 8 

Section 82-1-1HB 

FAI Route 70 (I-70/I-55) 

Removal of the existing structure and replacement with a 2-span, 1 @ 133'-0", 1 @ 163'-0" bridge carrying Exchange 

Avenue over I-55, pavement reconstruction, ramp modifications, retaining wall construction and other work all on I-55/I-70 

in East St. Louis (SN 082-0378); includes 4.51 acres tree removal; 60,004 cu yds earth excavation; 8,860 cu yds trench 

backfill; 8.25 cu yds trench backfill; 1,755 ft perimeter erosion barrier; 24,559 sq yds aggregate base course; 9,434 sq yds 

concrete pavement; 5,315 sq ft concrete sidewalk; 16,568 sq ft pavement removal; 182 sq yds patching; 566 tons 

aggregate shoulders; 5,836 sq yds HMA shoulders; 1,286 sq yds concrete shoulders; removal of 4 existing structures; 

removal of existing superstructure; 1,243 sq yds structure excavation; 3,379 cu yds structure excavation; 1,796.8 cu yds 

concrete; 927 sq yds bridge deck grooving; 4,678 sq ft from liner textures surface; 573,700 lbs structural steel; 4,859 stud 

shear connectors; 1,792 sq ft untreated timber lagging; 293,980 lbs epoxy coated reinforcement bars; 11,080 ft metal 

piles; 1,351 ft soldier piles; 3,145 ft storm sewers; 28 manholes; 2,571 ft concrete curb and gutter; 937.5 ft steel plate 

beam guardrail; 5 traffic barrier terminals; 296 sq ft sign panel; 16,953 ft polyurea pavement marking; 950 ft unit duct; 

1,100 ft aerial cable; 5 luminaires; 8 underpass luminaires; 2,570 ft fiber optic cable; removal of 5 buildings; removal and 

disposal of non-friable asbestos; removal of friable asbestos; mobilization; traffic control and protection. 

(450 Calendar Days) (Job No. C-98-064-09) (8-9000-0300) (See Special Provisions for DBE Percentage) 




FAS Route 776 (POSSUM HILL RD) 

Cape seal on Possum Hill Road from 0.3 mile west of IL Route 4 to Worden in Madison County; includes 294 tons 

aggregate wedge shoulder; 15,708 sq yds cape seal; 1,000 ft fiber-modified asphalt crack sealing; 23,018 ft thermoplastic 




Section 261-RS-1 


0.67 mile of microsurfacing on IL Route 11 from U.S. Route 67 to IL Route 3; includes 25,120 ft micro-surfacing rut filling; 

22,740 sq yds micro-surfacing, single pass; 13,540 ft thermoplastic pavement marking; mobilization; traffic control and 



Section 31-15RS-3 

FAU Route 9110 (VADALABENE DRIVE) 

0.94 mile of micro-surfacing on Vadalabene Drive from IL Route 162 to IL Route 159 in Maryvillle; includes 400 sq ft 

micro-surfacing rut-filling; 14,387 sq yds micro-surfacing, single pass; 11,820 ft fiber-modified asphalt crack sealing; 

14,389 ft thermoplastic pavement marking; mobilization; traffic control and protection. (15 Working Days) 


214. Contract No. 76D46 Marion County District 8 

Section 101RS 


The contract consists of 2.40 miles of pavement patching and resurfacing on IL Route 161 from 0.2 mile, west of Park 

Lane Drive east to Moonglow Road in Centralia; includes 205 cu yds earth excavation; 1,831 tons leveling binder 

(machine method); 3,662 tons HMA surface course; 43,625 sq yds HMA surface removal; 385 sq yds pavement patching; 

402 tons aggregate wedge shoulder; 313 tons HMA shoulders; 438 ft steel plate beam guardrail; 41,726 ft thermoplastic 

pavement marking line; 265 raised reflective pavement markers; mobilization; traffic control and protection. 



- 39 - 


Section 00-00246-01-FP 

FAU Route 85 (WALKUP ROAD) Project CMM-7003(964) 

The project consists of the widening and resurfacing of Walkup Road to provide a full with painted median in both the 

northbound and southbound directions of travel, work to be performed under this contract shall include pavement 

removal, bituminous surface removal and removal of other miscellaneous items, bituminous patching, bituminous 

resurfacing, bituminous pavement widening, bituminous shoulders, concrete curb and gutter, storm sewers and 

appurtenances, culverts, pipe underdrains, landscaping, ground mounted signs, pavement markings, traffic signals and 

intersection lighting, shared use patch construction and all incidental and collateral work necessary to complete the 

project from Live Oak Road to Crystal Springs Road in the village of Bull Valley; includes 12,755 cu yds earth excavation; 

5,710 cu yds furnished excavation; 12,983 cu yds removal and disposal of unsuitable material; 3,560 cu yds porous 

granular embankment; 21,717 sq yds subbase granular material, Type B; 8,179 sq yds aggregate base course, Type A; 

13,983 sq yds HMA base course; 9,441 tons HMA binder course; 5,086 tons HMA surface course; 6,369 sq yds HMA 

surface removal, variable depth; 1,911 ft combination curb and gutter removal; 19,247 ft strip reflective crack control 

treatment; 82 cu yds structure excavation; 173 cu yds concrete structures; 21,140 lbs reinforcement bars, epoxy coated; 

656 stud shear connectors; 500 ft parapet railing; 879 ft furnish soldier piles; 11,998 sq ft PCC sidewalk; 9,425 ft storm 

sewers; 950 ft ductile iron water main; 19,247 ft combination concrete curb and gutter; 892 ft combination curb and gutter, 

Type B, abutting existing pavement; 36,052 ft thermoplastic pavement marking line; 952 ft conduit in trench; 1,039 ft 

conduit pushed; 21,886 ft electric cable in conduit; 16 traffic signal posts; 14 steel combination mast arm assemblies and 

poles; 14 luminaires; 4 full-actuated controllers and Type IV cabinets; 52 signal heads; 4 video detection system complete 

intersection; 4,080 cu ft drill and set soldier piles in soil; 5,060 sq ft permanent steel sheet piling; 6.75 acres seeding; 

23,948 sq yds sodding; 14,900 ft perimeter erosion barrier; 32,670 sq yds erosion control blanket; 56,049 sq yds topsoil 

furnish and place; Federally funded; (A Special Provision for this contract requires insurance that names additional 

insureds). (Completion Date: June 30, 2011 Plus 05 Working Days) (Job No. C-91-374-00) (1-110010-0000) 



Section 09-00056-00-LS (HICKORY HILLS) 

FAP Route 29 (95TH STREET) Project ARA-9003(343) 

Project consists of street in-fill planting, pedestrian signals, decorative stamped and colored concrete crosswalks, paver 

intersection corners and lighting enhancements on 95th Street from 88th Avenue to 76th Avenue in the city of Hickory 

Hills; includes 1,311 cu yds earth excavation; 600 sq yds pavement removal; 8,204 sq ft sidewalk removal; 3,475 sq ft 

PCC sidewalk 10", special; 4,000 sq ft brick pavers; 26,172 sq ft modular concrete pavers; 1,561 ft concrete curb; 1,455 ft 

electric cable in conduit, signal; 10 pedestrian signal heads; modify 2 existing controllers; 138 trees; 27 shrubs; 24 units 

perennial plants; 120 sq yds sodding; 2,660 sq yds sod stripping; 58 cu yds mulch-shredded hardwood bark; 0.25 acre 

interseeding; Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). 

(110 Working Days) (C-91-658-09) (1-20703-0010) (See Special Provisions for DBE Percentage) 


Section 05-00161-00-CH (GLENVIEW) 

FAU Route 2743 (GREENWOOD ROAD) Project CMM-M-8003(543) 

Project consists of roadway widening and resurfacing, construct storm sewers and watermain, PCC base course 

widening, HMA binder and surface courses, curb and gutter, sidewalks and traffic signal modernization, located on 

Greenwood Road from 1,480 feet south of Glenview Road to 1,400 feet north of Glenview Road and on Glenview Road 

from 460 feet west of Greenwood Road to 480 feet east of Greenwood Road, located in the village of Glenview; includes 

4,405 cu yds earth excavation; 1,375 cu yds furnished excavation; 1,231 cu yds porous granular embankment subgrade; 

483 sq yds pavement removal; 15,762 sq yds HMA surface removal; 8,129 sq yds subbase granular material, Type B; 

4,584 sq yds PCC base course; 1,247 sq yds high early strength PCC base course; 4,486 tons HMA binder course; 1,779 

tons HMA surface course; 873 tons polymerized leveling binder; 9,514 sq ft sidewalk removal; 4,258 ft combination curb 

and gutter removal; 26,550 sq ft PCC sidewalk; 6,801 ft combination concrete curb and gutter; 5,174 ft storm sewers; 

4,494 ft storm sewer removal; 1,412 ft ductile iron water main; 1,255 cu yds non-special waste disposal; 797 gals special 

waste ground water disposal; special waste plans and reports; 13,545 ft thermoplastic pavement marking line; 263 raised 

reflective pavement markers; 577 ft conduit in trench; 854 ft conduit pushed; 1 full-actuated controller and Type IV 

cabinet; 9,032 ft electric cable in conduit; 14 signal heads; 8 pedestrian signal heads; 1,265 ft detector loop; 1 

uninterruptible power supply; 12 trees; 10 transplant salvaged trees; 8,905 sq yds sodding, salt tolerant; 82 trees to be 

pruned; Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). 

(Completion Date: November 30, 2010 Plus 10 Working Days) (Job No. C-91-069-06) (1-20047-0000) 



- 40 - 


Section 06-00005-00-BR (WONDER LAKE) 

FAU Route 4081 (THOMPSON ROAD) Project BRM-8003(722) 

Remove existing three-span precast prestressed concrete deck beam bridge supported by spill-thru abutments and open 

pile bent piers, 133' - 9" by 26' and construct a three-span structure with a cast-in-place deck on wide flange beams, 

integral abutments and concrete encased metal shell pile bent piers, 148' - 8" by 43', project is located in the village of 

Wonder Lake, over Nippersink Creek; includes 365 cu yds furnished excavation; remove 1 existing structure; 334 cu yds 

structure excavation; 217 cu yds concrete structures; 328 cu yds concrete superstructure; 111,540 lbs furnish and erect 

structural steel; 2,412 stud shear connectors; 86,870 lbs reinforcement bars epoxy coated; 2,375 ft metal shell piles; 450 

ft steel piles; 2,825 ft driving pile; 45 sq yds bridge approach pavement connector; 50 tons HMA surface course; 465 sq 

yds HMA shoulders; 907 sq yds stone riprap; 0.1 acre seeding; 1,300 sq yds heavy duty erosion control blanket; 1,490 ft 

epoxy pavement marking line; Federally funded; (A Special Provision for this contract requires insurance that names 




Section 09-00108-00-LS (TINLEY PARK) 

FAP Route 348 (HARLEM AVENUE) Project ARA-D1(809) 

Project consists of hardscape and landscape improvements of select medians and embankments, stamped and colored 

concrete medians and the planting of trees, shrubs and flowers from 191st Street to 159th Street in the village of Tinley 

Park; includes 3,665 cu yds earth excavation; 10,734 sq ft concrete median surface removal; 8,100 ft combination curb 

and gutter removal; 10,734 sq ft stamped concrete median surface; 1,703 cu yds aggregate backfill; 8,100 ft combination 

concrete curb and gutter; 180 tons polymerized HMA surface course; 80 tons leveling binder; 9,100 ft thermoplastic 

pavement marking line; 3,000 dowel bars; 57 trees; 2,411 shrubs; 10,657 perennials; 1 irrigation system; 1,500 sq yds 

sodding salt tolerant; 3,200 cu yds topsoil for planting; 2,410 sq yds mulch; Federally funded; (A Special Provision for this 

contract requires insurance that names additional insureds). (55 Working Days) 



Section 09-00071-00-BR (NORTHLAKE) 

WHITEHALL AVE. &PRATER AVE. Project ARA-9003(399) 

Remove existing superstructure on Whitehall Avenue over Addison Creek and replace with a wide flange steel beam and 

concrete deck and roadway improvements, includes placing riprap under and adjacent to the structure on Prater Avenue 

over Addison Creek, both structures are located in the city of Northlake; includes remove 1 existing superstructure; 27 cu 

yds concrete structures; 154 cu yds concrete superstructure; 13,590 lbs furnish and erect structural steel; 648 stud shear 

connectors; 33,960 lbs reinforcement bars, epoxy coated; 34 ft aluminum railing; 8 traffic barrier terminals; 65 sq yds 

aggregate base course; 30 tons HMA surface course; 40 sq yds bridge approach pavement; 400 sq ft PCC sidewalk; 235 

ft thermoplastic pavement marking line; 75 ft conduit in trench; 45 ft conduit attached to structure; 600 ft electric cable in 

conduit; 0.25 acre seeding; 1,000 sq yds erosion control blanket; 650 sq yds stone riprap; Federally funded; (A Special 



221. Contract No. 74104 Crawford County District 7 

Section (21,BY)B-1 

FAU Route 8324 (TRIMBLE ROAD) 

Replacement of the existing single span slab bridge with a double barrel cast-in-place box culvert, along with resurfacing, 

aggregate shoulders and striping on Trimble Road located 0.8 mile northeast of Robinson; includes 100 cu yds earth 

excavation; 434 cu yds removal and disposal of unsuitable material; 294 cu yds furnished excavation; 962 cu yds porous 

granular embankment; 0.5 acre seeding; 425 tons HMA binder course; 153 tons HMA surface course, Mix C; 91 sq yds 

HMA pavement (full-depth); 91 sq yds pavement removal; 1,304 sq yds milling; 79 tons aggregate shoulders; removal of 

existing structure; 36,250 lbs reinforcement bars; 1,720 lbs epoxy coated reinforcement bars; 246.1 cu yds concrete box 

culverts; 304 ft steel plate beam guardrail; 4 traffic barrier terminals; 890 tons rock fill-replacement; 2,760 ft paint 

pavement marking; 27 shade trees; 9 evergreens; mobilization; traffic control and protection. (Completion Date: August 

13, 2010) (Job No. C-97-068-05) (7-80910-0000) (See Special Provisions for DBE Percentage) 


Section D7 BRIDGE REPAIRS 2010-1 


Bridge repairs for the structure carrying U.S. Route 45 over Big Salt Creek (SN 025-0083) located 3 miles south of the IL 

Route 37 junction; includes 50 tons stone dumped riprap; 289 sq yds concrete base course widening; 108 tons HMA 

surface course, Mix C; 1,275 sq yds milling; 12.7 cu yds concrete removal; 12.7 cu yds concrete; 1,620 lbs structural 

steel; 12 jack and remove existing bearings; 1,980 lbs epoxy coated reinforcement bars; 89 ft preformed joint strip seal; 

1,275 sq yds waterproofing membrane system; 2,160 ft paint pavement marking; 25 sq ft structural repair of concrete; 152 

sq yds deck slab repair; mobilization; traffic control and protection. (50 Working Days) 



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223. Contract No. 89476 Woodford County District 4 

Section 86-00075-01-AS 

FAS Route 358 (CH 1) Project RS-358(104) 

Project consists of regrading and shaping of the entire roadway placing aggregate base course, removal of all existing 

drainage structures and the construction of new drainage features and all other incidental items to complete the work on 

FAS Rte. 358 (CH 1) from IL Rte. 116 and ends south of 1700N; includes 28,881 cu yds earth excavation; 231 cu yds 

furnished excavation; 20.92 acre seeding; 5,649 lbs fertilizer nutrients; 1,533 sq yds heavy duty erosion control blanket; 

6,277 lbs temporary erosion control seeding; 16,693 ft perimeter erosion barrier; 3,106 sq yds stone riprap; 32,432 tons 

aggregate base course; 1,082 tons aggregate surface course; 800 tons aggregate for temporary access; 210 ft precast 

concrete box culvert; 1,403 ft pipe culverts; 1,800 ft storm sewers, special; traffic control complete; Federally funded; (A 



224. Contract No. 93510 Menard County District 6 

Section 08-10110-00-BR 

TR 166 Project BROS-129(23) 

Improvement consists of the removal of existing structure and replace with a 3 span (1 @ 16'6" & 2 @ 25'0") precast 

prestressed concrete deck beam bridge and approaches carrying TR166 over Pike Creek approximately three miles 

northeast of Greenview; includes 231 cu yds earth excavation; 396 cu yds channel excavation; 224 cu yds furnished 

excavation; 100 lbs temporary erosion control seeding; 569 tons stone dumped riprap; 871 sq yds filter fabric; 441 tons 

aggregate surface course; 106 cu yds structure excavation; 48 cu yds concrete structures; 1,970 sq ft precast prestressed 

concrete deck beams; 6,160 lbs reinforcement bars; 144 ft steel railing; 982 ft furnish and drive metal shell piles; 2 test 

piles; 4 traffic barrier terminals; remove existing structure; traffic control and protection; Federally funded; (A Special 




Section 09-00053-00-PV (FLORA) 

FAU Route 8526 (WORTHEY STREET) Project M-ARA-5023(10) 

Improvement consists of (0.27 miles) pavement removal and construction of concrete pavement with integral curb, storm 

sewers and paint pavement marking on FAU Rte 8526 (Worthey Street) from near 8th Street northerly to 12th Street in 

Flora; includes 1,740 cu yds earth excavation; 385 cu yds trench backfill; 1.6 acres seeding; 400 lbs temporary erosion 

control seeding; 5,504 sq yds processing modified soil; 191 tons lime; 96 tons aggregate base course; 40 tons aggregate 

surface course; 48 tons incidental HMA surface; 531 sq yds PCC driveway pavement; 3,302 sq yds pavement removal; 

336 sq yds driveway pavement removal; 3 precast reinforced concrete flared end sections; 2 grating for concrete flared 

end sections; 2,640 ft storm sewers; 574 ft storm sewer water main quality; 26 ft pipe drains; 6 manholes; 76 inlets; 402 ft 

paint pavement marking line; 5,170 sq yds PCC pavement; 15 pipe teas; 10 mailboxes removed and relocated; 7 street 

signs removed and reset; traffic control and protection; Federally funded; (A Special Provision for this contract requires 



226. Contract No. 95615 Richland County District 7 

Section 09-00080-00-PV (OLNEY) 

FAU Route 8484 (BUTLER STREET) Project ARA-M-5051(11) 

Improvement consists of (0.24 miles) pavement removal and construction of concrete pavement with integral curb, storm 

sewers and paint pavement marking on FAU Rte. 8484 (Butler Street) from East Street easterly to Lincoln Street in Olney; 

includes 1,345 cu yds earth excavation; 400 lbs temporary erosion control seeding; 1,235 tons aggregate base course; 35 

tons aggregate surface course; 15 tons incidental HMA surfacing; 332 sq yds pcc driveway pavement; 5,387 sq ft pcc 

sidewalk; 3,253 sq ft pavement removal; 549 ft combination curb and gutter removal; 7,077 sq ft sidewalk removal; 2,085 

ft storm sewers; 5 manholes; 54 inlets; 462 ft paint pavement marking; 5,866 sq yds pcc pavement with integral curb; 24 

pipe teas; 11 street signs removed and reset; traffic control and protection; Federally funded; (A Special Provision for this 




Section 09-00219-00-RS (EAST ST. LOUIS) 

FAU Route 9223 (17TH STREET) Project ARA-5011(295) 

Improvement consists of (0.76 miles) of milling existing surface, patching, HMA surfacing, curb and gutter replacement, 

sidewalk removal and replacement and pavement marking on FAU Rte. 9223 (17th Street) from Russell Avenue to East 

Broadway Avenue in East St. Louis; includes 1,733 gals bituminous material; 35 tons aggregate; 256 sq yds temporary 

ramp; 1,941 tons HMA surface course; 5,549 sq ft pcc sidewalk; 2,120 sq yds HMA surface removal; 988 ft curb removal; 

4,837 sq ft sidewalk removal; 543 sq yds Class D patching; 580 ft strip reflective crack control; 1,312 ft concrete curb; 83 

ft combination concrete curb and gutter; 708 ft short term pavement marking; 885 ft temporary pavement marking; 194 sq 

ft sign panel; 4,221 ft thermoplastic pavement marking line; 14,838 sq yds pcc surface removal; traffic control and 




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228. Contract No. 99383 Saline County District 9 

Section 06-00082-00-BT (HARRISBURG) 

PEDESTRIAN PATH Project ARA-D9(94) 

Project consists of grading and shaping 5 miles of rail bed and existing ROW to construct a bike/pedestrian path, 

including PCC sidewalk, aggregate path, three pedestrian structures, culverts and all other incidental items to complete 

the work on the Harrisburg to Eldorado Bike Path beginning at Small Street extending northerly towards Eldorado to 

Greenhill Road in the city of Harrisburg; includes 267 units grading and shaping roadway; 131 cu yds trench backfill; 

1,800 lbs temporary erosion control seeding; 300 ft temporary ditch checks; 1,450 ft perimeter erosion barrier; 365 tons 

stone dumped riprap; 900 tons aggregate base course; 300 tons HMA surface course; 97,344 sq ft PCC sidewalk; 168.3 

cu yds concrete structures; 13,160 lbs reinforcement bars; 460 ft furnishing and driving steel piles; 5,108 sq ft pedestrian 

truss Superstructure; 31 precast reinforced concrete flared end sections; 7,665 ft woven wire fence removal and 

replacement; 3,797 ft paint pavement marking line; 7,588 sq ft segmental concrete block wall; 12,920 sq yds aggregate 

bicycle path; 1 removal and disposal of non-friable asbestos, building No. 1; Federally funded; (A Special Provision for 




Agreement. 



FAP Route 309, FAS Route 1197 (US 30) 

5.69 miles of cold milling, patching and resurfacing on US Rte. 30 from Emerson Road to Galt Road and on the US Rte. 

30 connector from Interstate 88. This project is located west of Sterling; includes 847 tons stone riprap; 7,531 tons 

leveling binder (machine method); 1,359 sq yds HMA surface removal-butt joint; 7,544 tons HMA surface course; 6,005 

tons polymerized HMA surface course; 59,239 sq yds HMA surface removal; 984 sq yds Class B patches; 3,564 ft saw 

cuts; 14,527 ft strip reflective crack control treatment; 3,492 tons aggregate wedge shoulder; 2,175 sq yds HMA 

shoulders; 3,362 ft steel plated beam guardrail; 8 traffic barrier terminal; 101,091 ft thermoplastic pavement marking line; 

1,086 raised reflective pavement marker; 1,838 ft combination concrete curb and gutter; mobilization; traffic control and 



Section D 1 GRVD INT PVMNT MRK 10-11 


Pavement marking removal and replacement with various types, sizes and widths of pavement markings as shown on 

individual work orders; includes 131,000 ft thermoplastic pavement marking; 381,075 ft hot spray thermoplastic pavement 

markings; 191,000 ft polyurea pavement marking; 10,000 sq ft pavement marking removal; 15,000 ft preformed plastic 

pavement marking; 227,500 ft grooving for recessed pavement marking; mobilization; traffic control and protection. 



231. Contract No. 46105 Various Counties District TR 

Section SIGN OVERLAY 2010-41 


Repair and replacement of damaged signs and sign structure components as specified on individual work orders; 

includes 15,000 sq ft install sign panel overlay-ground mount; 4,500 sq ft install sign panel overlay-overhead mount; 500 

sq ft install extruded sign panel; 60 calendar days speed indicator sign; mobilization; traffic control and protection. 

(Completion Date: June 30, 2011) (Job No. C-60-042-10) (0-01566-0000) (See Special Provisions for DBE Percentage) 

232. Contract No. 60C31 Will County District 1 

Section (99-1&2)AC-3 

FAI Route 55 (I-55) Project ACIM-55-6(239)243 

Interchange ramp and frontage road reconstruction on I-55 at Arsenal Road in Will County; includes 183,050 cu yds earth 

excavation; 7,915 cu yds rock excavation; 79,670 cu yds removal and disposal of unsuitable material; 198,245 cu yds 

furnished excavation; 7,257 cu yds trench backfill; 34,500 cu yds topsoil; 219,736 sq yds compost; 88.8 acres seeding; 

1,575 tons HMA binder course; 79 tons HMA surface course, MIX C; 1,251 tons HMA surface course MIX D; 15,892 sq 

yds HMA pavement (full-depth); 29,074 sq yds concrete pavement (jointed); 40,795 sq yds pavement removal; 11,279 sq 

yds milling; 11,690 sq yds aggregate shoulders; 6,069 sq yds HMA shoulders; 11,037 sq yds concrete shoulders; 2,581 

cu yds rock excavation; 395 cu yds concrete; 56,560 lbs epoxy coated reinforcement bars; 1,295 ft precast concrete box 

culvert; 10 traffic barrier terminals; 1,913 ft steel plate beam guardrail; 4,650 cu yds non-special waste disposal; 444 sq ft 

sign panel; 2,508 lbs structural steel sign support-breakaway; 34,044 ft thermoplastic pavement marking; 2,636 ft aerial 

cable; 10 luminaires; 66,788 sq yds aggregate subgrade; 24,904 sq ft mechanically stabilized earth retaining wall; 1,664 

units perennial plants; mobilization; traffic control and protection; Federally funded. (Completion Date: October 29, 2010 

Plus 10 Working Days) (Job No. C-91-200-07) (1-71437-0200) (See Special Provisions for DBE Percentage) 


- 43 - 

233. Contract No. 60D12 DuPage County District 1 

Section 55WRS 

FAU Route 1453 (22ND STREET) Project ACM-1453(11) 

1.29 miles of roadway reconstruction and widening, additional lanes, traffic signal modernization, interconnect and lighting 

on 22nd Street from IL 56 (Butterfield Road) to IL 83 (Kingery Highway) in Oakbrook and Oakbrook Terrace; includes 

27,976 cu yds earth excavation; 11,407 cu yds removal and disposal of unsuitable material; 2,364 cu yds furnished 

excavation; 12,282 cu yds trench backfill; 34,757 sq yds topsoil; 1.25 acres seeding; 29,067 sq yds sodding; 1,565 units 

supplemental watering; 5,324 sq yds HMA base course; 1,297 tons HMA surface course, MIX C; 618 sq yds HMA 

pavement (full-depth); 73,958 sq yds concrete pavement (jointed); 48,726 sq ft concrete sidewalk; 1,065 sq yds patching; 

3,614 ft watermain; 564 sq ft sign panel; 6,013 ft thermoplastic pavement marking; 38,816 ft polyurea pavement marking; 

4 controllers; 61,340 ft electric cable; 19 steel mast arm assemblies and poles; 94 signal heads; 567 ft detector loop; 23 

intermediate trees; 165 shrubs; 759 ft sleeper slab; 26,618 sq yds temporary pavement; 92,401 sq yds aggregate 

subgrade; 39 luminaires; 8,300 sq yds high-early-strength concrete pavement (jointed); 10,122 ft trench and backfill; 

mobilization; traffic control and protection; Federally funded. (Completion Date: October 30, 2011 Plus 10 Working Days) 



Section 2009-069BR 


Bridge substructure repairs on various structures at Circle interchange in Chicago; includes 2.9 cu yds concrete removal; 

3 cu yds concrete; 1,060 lbs epoxy coated reinforcement bars; 3,325 sq ft structural repair of concrete; temporary shoring 

and cribbing; 8 temporary support systems; mobilization. (60 Working Days) (Job No. C-91-813-09) (0-01616-1005) 



Section 2009-070 BR 

FAP Route 348 (IL 43 (HARLEM AVE)) 

Beam replacement and bridge repairs on the structures carrying IL Route 43 (Harlem Avenue) over Stevenson 

Expressway (SN 016-0316) in Forest View and over U.S. Routes 12/20 (95th Street) (SN 016-0320) in Bridgeview; 

includes beam straightening; temporary shoring and cribbing; 30.5 cu yds concrete removal; 30.5 cu yds concrete; 20,620 

lbs structural steel; 392 stud shear connectors; 695 ft polyurea pavement marking; 18,830 lbs structural steel removal; 

660 lbs structural steel repair; mobilization; traffic control and protection. (25 Working Days) 



236. Contract No. 60H82 Lake County District 1 



Drainage repairs and concrete curb and gutter improvements at various locations; includes 8 cu yds furnished excavation; 

360 sq yds topsoil; 360 sq yds sodding; 66 sq ft concrete sidewalk; 119 sq yds patching; 11 tons aggregate shoulders; 14 

sq yds concrete shoulders; 24 sq yds HMA shoulders; 148 ft pipe culverts; 307 ft paved ditch; 258 sq ft concrete median 

surface; 1,712 sq ft corrugated median; mobilization; traffic control and protection. (55 Working Days) 






Shoulder repair along U.S. Route 52 from IL Route 53 to north of Joliet Road in Manhattan, Joliet, New Lenox and Wilton 

Townships; includes 428 units grading and shaping shoulders; 1,251 tons aggregate wedge shoulder; mobilization; traffic 



238. Contract No. 60I00 Kane County District 1 



6.94 miles of resurfacing on IL Route 64 from IL Route 47 to Campton Hill Road in St. Charles; includes 5 cu yds earth 

excavation; 739 sq yds topsoil; 607 ft grading and shaping ditches; 4,701 tons polymerized leveling binder (machine 

method); 15,045 tons HMA surface course, Mix D; 178,947 sq yds milling; 1,205 sq yds patching; 920 ft detector loop 

replacement; 159,776 ft thermoplastic pavement marking; mobilization; traffic control and protection. (Completion Date: 

September 30, 2010 Plus 05 Working Days) (Job No. C-91-840-09) (1-77056-0000) 



- 44 - 



Section 3271(A&B)RS-4 


3.11 miles of resurfacing on IL Route 43 from Willow Road to IL Route 58 (Golf Road) in Glenview, Northfield, Morton 

Grove and Maine Township; includes 2,125 sq yds topsoil; 2,125 sq yds sodding; 4,826 tons polymerized leveling binder 

(machine method); 11,464 tons polymerized HMA surface course, Mix F; 4,500 sq ft concrete sidewalk; 116,977 sq yds 

milling; 7,019 sq yds patching; 4,181 ft detector loop replacement; 78,975 ft thermoplastic pavement marking; 




Section (1616&1718)RS-3 

FAP Route 39 (PERSHING RD) 

2.09 miles of resurfacing on Pershing Road from Ashland Avenue to Martin Luther King Drive in Chicago; includes 2,876 

tons polymerized leveling binder (machine method); 5,855 tons HMA surface course Mix D; 2,576 sq ft concrete sidewalk; 

350 ft detector loop replacement; 4,181 sq yds patching; 282,034 ft thermoplastic pavement marking; mobilization; traffic 

control and protection. (Completion Date: October 16, 2010 Plus 05 Working Days) 



Section (2021-Y-1&3128)RS-3 


Pavement patching, milling, HMA surface, striping and other work on IL Route 43 (Harlem Avenue) from IL Route 7 (SW 

Highway) to 79th Street in Bridgeview, Chicago Ridge, Oaklawn, Worth, Burbank and Palos Hills; includes 8,620 sq yds 

patching; 15,387 sq ft corrugated median removal; 14,490 tons polymerized HMA surface course, Mix F; 5,820 tons 

polymerized HMA leveling binder; 6,200 ft detector loop; 53,339 ft thermoplastic pavement marking; 135,822 sq yds 

milling; mobilization; traffic control and protection. (Completion Date: October 15, 2010 Plus 05 Working Days) 




Section 2009-131 RS 

FAU Route 3562 & FAU Route 1504 (JOLIET RD & 55TH ST) 

0.87 mile of patching, milling, HMA surface and other work along Joliet Road and 55th Street from East Avenue/Eberly 

Avenue to Joliet Road in Lyons, Hodgkins, McCook and Countryside; includes 19,761 tons polymerized HMA surface 

course, Mix F; 201,649 sq yds milling; 3,585 ft curb and gutter removal and replacement; 7,545 sq yds patching; 111,975 

ft thermoplastic pavement marking; 8,728 tons polymerized leveling binder (machine method); 2,721 sq yds concrete 

surface removal; 7,403 ft detector loop replacement; mobilization; traffic control and protection. (Completion Date: 

September 15, 2010 Plus 05 Working Days) (Job No. C-91-037-10) (1-78041-0000 and 1-78331-0000) 



Section 99 (1&2) RS-11 


7.25 miles of resurfacing on I-55 from the Grundy County line to the Kankakee River in Diamond and Braidwood; includes 

1,550 units grading and shaping shoulders; 9,820 tons HMA binder course; 7,667 tons HMA surface course, Mix D; 

299,859 sq yds milling; 662 sq yds patching; 11,089 tons aggregate wedge shoulder; 5.2 cu yds concrete removal; 9 cu 

yds structure excavation; 2,000 lbs reinforcement bars; 5.2 cu yds concrete box culverts; 140,293 ft shoulder rumble strip; 

158,869 ft thermoplastic pavement marking; 50,988 tons polymerized HMA binder and surface course, Stone Matrix 

Asphalt; 50,988 tons material transfer device; mobilization; traffic control and protection. (Completion Date: August 31, 

2010 Plus 05 Working Days) (Job No. C-91-060-10) (1-77325-0000 and 1-77325-0002) 


244. Contract No. 60J01 Kane County District 1 

Section 2009-105 TS 


Traffic signal modernization at seven intersections in Elgin and South Elgin; includes 25 cu yds earth excavation; 80 sq 

yds subbase granular material; 18 tons HMA surface course, MIX D; 2,010 sq ft concrete sidewalk; 80 sq yds patching; 

99.5 sq ft sign panel; 600 ft thermoplastic pavement marking; 2,383 ft conduit in trench; 1,194 ft conduit pushed; 4 

controllers; 21,065 ft electric cable; 9 steel mast arm assemblies and poles; 82 signal heads; 1,396 ft detector loop; 1,926 

ft fiber optic cable in conduit; 115 ft sawing pavement; radio activated solar advance flashing beacon system (complete); 

mobilization; traffic control and protection; Federally funded. (70 Working Days) 



- 45 - 

245. Contract No. 60J19 Cook County District 1 

Section 0203-100 1HB-I 


Bridge beam replacement for the structure carrying I-57 at Sauk Trail Road in Richton Park (SN 016-0575); includes 0.5 

cu yds concrete removal; 0.5 cu yds concrete; 12,490 lbs structural steel; temporary shoring and cribbing; temporary slab 

support system; mobilization; traffic control and protection. (15 Working Days) (Job No. C-91-206-10) (0-01616-1035) 


246. Contract No. 60J87 Various Counties District 1 

Section 2009-127 SG 


Sign installation and repair along various expressways and arterial routes in the district; includes 250 delineators; 5,000 ft 

telescoping steel sign support; 2,500 ft wood sign support; 200 tubular traffic sign posts; install 10,550 sq ft sign panel; 

install 1,500 sq ft street sign; remove 1,250 sq ft sign panel; (Completion Date: January 31, 2011) 



Section 09-00366-00-RS 

FAU Route 167 (CHAPEL HILL ROAD) Project ARA-9003(475) 

Project consists of HMA surface removal and resurfacing, shoulders, curb and gutter removal and replacement frame and 

lid adjustment, pavement markings and all other incidental items to complete the work on FAU Route 167 (Chapel Hill 

Road) from Charles J. Miller Road to south of Johnsburg Road; includes 5,149 tons bituminous materials (prime coat); 

456 sq yds HMA surface removal; 4,056 tons HMA binder course; 2,704 tons HMA surface course; 33,864 sq yds HMA 

surface removal, special; 322 sq yds Class D patches; 34,727 ft thermoplastic pavement marking line; 2,956 sq yds 

aggregate shoulders; 7,406 ft short-term pavement marking (special); traffic control and protection; Federally funded; (A 




Section 09-00173-00-BT (OAK LAWN) 

STONY CREEK TRAIL Project ARA-9003(366) 

Construction of a 10-foot wide asphalt bike trail with grass shoulders, including drainage improvements, grading, seeding 

and all other incidental items to complete the work on Stony Creek Trail from Austin Avenue to Mansfield Avenue in the 

village of Oak Lawn; includes 552 units tree removal; 760 cu yds earth excavation; 1,840 cu yds removal and disposal of 

unsuitable material; 1,150 cu yds furnished excavation; 2,825 sq yds geotechnical fabric for ground stabilization; 6,000 sq 

yds topsoil furnish and place; 390 lbs fertilizer nutrients; 1,000 sq yds erosion control blanket; 1,715 sq yds sodding, salt 

tolerant; 20 units supplemental watering; 3,277 ft perimeter erosion barrier; 3,894 sq yds aggregate base course; 129 gals 

bituminous materials (prime coat); 746 tons HMA surface course; 614 sq ft PCC sidewalk; 644 sq yds HMA surface 

removal-variable depth; 527 ft chain link fence; 596 ft thermoplastic pavement marking line; 30 trees; traffic control and 




Section 06-00162-03-SW (LANSING) 

FAU Route 1008 (CLAIRE BOULEVARD) Project CMM-9003(80) 

Sidewalk improvement consisting of earth excavation, PCC sidewalk, curb and gutter removal and replacement, 

pavement markings and all other incidental items to complete the work on FAU Rte. 1008 (Claire Boulevard) from 

Springfield Avenue to Interstate 294 in the village of Lansing; includes 156 units tree removal; 213 cu yds earth 

excavation; 50 tons porous granular embankment; 1,152 sq yds topsoil furnish and place; 1,152 sq yds erosion control 

blanket; 920 ft perimeter erosion barrier; 515 sq yds subbase granular material; 48 tons aggregate surface course; 4,368 

sq ft PCC sidewalk; 17 ft combination concrete curb and gutter removal and replacement; 72 ft storm sewers; 100 ft paint 

pavement marking line; traffic control and protection; Federally funded; (A Special Provision for this contract requires 




Agreement. 

250. Contract No. 64F47 Ogle County District 2 

Section 9RS-8 


0.77 mile of milling and resurfacing on IL Route 38 from west of Washington Street to 0.1 mile east of Carson Drive in 

Rochelle; includes 2,329 tons polymerized leveling binder (machine method); 2,872 tons polymerized HMA surface 

course, N 70; 38,430 sq yds HMA surface removal; 7,016 ft thermoplastic pavement marking line; 376 raised reflective 

pavement markers; 1,352 ft detector loop; 1 microwave detection unit; mobilization; traffic control and protection. 



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251. Contract No. 64F52 Winnebago County District 2 

Section 3TS-3 


This project consists of modernizing the traffic signals at the intersection of IL Route 251 with Harlem Road in Machesney 

Park; includes 2,616 sq ft island surface removal and replacement; 40 sq ft sign panel; 268 ft polyurea pavement marking 

line; 1 service installation; 14,136 ft electric cable in conduit; 4 luminaires, sodium vapor; maintenance of existing traffic 

signals; 4 steel combination mast arm assemblies and poles; 59 ft concrete foundation; 23 signal heads; 782 ft conduit 

installed; 1 emergency vehicle priority system; 1 video camera detector system; 4 pedestrian push button specials; 8 

pedestrian signal head, polycarbonate, LED, 1-face bracket mounted; mobilization; traffic control and protection; Federally 

funded. (30 Working Days) (Job No. C-92-067-10) (2-21130-0100) (See Special Provisions for DBE Percentage) 


Agreement. 

252. Contract No. 68470 Knox-Henry Counties District 4 

Section 2RS-5,3RS-3,4RS-4 


7.92 miles of milling and resurfacing located on U.S. Route 34 from Oneida to Illinois Route 17; includes 347 tons 

aggregate (prime coat); 4,598 tons polymerized leveling binder (machine method); 327 sq yds HMA surface removal-butt 

joint; 9,217 tons HMA surface course, N 50; 118,644 sq yds HMA surface removal; 1,488 sq yds Class D patches; 3,058 

tons aggregate shoulders; 25 traffic barrier terminals; 115,286 ft epoxy pavement marking line; 555 raised reflective 

pavement markers; 187 tons guardrail aggregate erosion control; mobilization; traffic control and protection. 



Agreement. 

253. Contract No. 68687 Knox-Stark Counties District 4 

Section (132,133,133EXT)RS-3 


6.6 miles of patching, milling and resurfacing on IL Route 17 from IL Route 189 to IL Route 78 near LaFayette; includes 

3,782 tons polymerized leveling binder (machine method), N 50; 3,069 sq yds HMA surface removal-butt joint; 7,991 tons 

HMA surface course, N 50; 90,173 sq yds HMA surface removal; 585 sq yds pavement patching; 2,790 tons aggregate 

shoulders; 1,313 tons HMA shoulders; 8 traffic barrier terminals; 4,245 ft shoulder rumble strip; 104,172 ft epoxy 

pavement marking line; 36 raised reflective pavement markers; 11,774 tons material transfer device; mobilization; traffic 




Agreement. 

254. Contract No. 68815 Henry-Knox Counties District 4 

Section 132RS-4;110RS-5 

FAS Route 1195 (IL 17/IL 180) 

3.89 miles of patching, milling and resurfacing on IL Route 17 from 6th Street in Galva to the IL Route 17/180 intersection 

located west of Lafayette in Knox County; includes 2,548 tons polymerized leveling binder (machine method), N 50; 284 

sq yds HMA surface removal-butt joint; 5,435 tons HMA surface course; 64,614 sq yds HMA surface removal; 1,197 sq 

yds Class D patches; 1,764 tons aggregate shoulders; 187 ft steel plate beam guardrail; 10 traffic barrier terminals; 

69,004 ft epoxy pavement marking line; 309 raised reflective pavement markers; 14 guardrail markers; mobilization; traffic 




Section 21RS-4,22RS-6 


4.44 miles of patching, milling and resurfacing located on IL Route 100 from IL Route 78 to Bryant; includes 1,016 sq yds 

HMA surface removal-butt joint; 5,944 tons HMA surface course, N 50; 72,197 sq yds HMA surface removal; 704 sq yds 

Class D patches; 637 tons aggregate shoulders; 3,828 ft shoulder rumble strip; 305 raised reflective pavement markers; 

5,944 tons material transfer device; 65,901 ft urethane pavement marking-line; railroad protective liability insurance; 

mobilization; traffic control and protection; (30 Working Days) (C-94-083-09) (4-00101-0100) 



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256. Contract No. 68915 Putnam-Marshall Counties District 4 

Section 123RS-4;(122,124)RS-5;2RS-3ETC 

FAP Route 649 & 698 (IL 89 & IL 17) Project ESP-HSIP-000S(802) 

15.36 miles of patching, milling, resurfacing and shoulder widening on IL Route 89 from north of IL Route 18 in Putnam 

County to IL Route 17 south of Varna and on IL Route 17 from the eastern city limits of Lacon IL Route 89; includes 1,138 

sq yds HMA surface removal-butt joint; 19,844 tons HMA surface course, N 50; 237,916 sq yds HMA surface removal; 

4,400 sq yds Class D patches; 24,899 tons HMA shoulders; 2 precast reinforced concrete flared end sections; 125 ft steel 

plate beam guardrail; 138,958 ft shoulder rumble strip; 223,534 ft epoxy pavement marking line; 1,105 raised reflective 

pavement markers; mobilization; traffic control and protection; Federally funded. (80 Working Days) 


257. Contract No. 68916 Warren-Henderson Counties District 4 



6.49 miles of surface maintenance located on IL Route 94 from IL Route 135 to south of Township Road 29, south of Bald 

Bluff; includes 1,052 sq yds HMA surface removal-butt joint; 7,685 tons HMA surface course; 89,831 sq yds HMA surface 

removal; 1,117 sq yds Class D patches; 730 tons aggregate shoulders; 104,321 ft epoxy pavement marking line; 438 

raised reflective pavement markers; 7,685 tons material transfer device; mobilization; traffic control and protection. 



Section (42B)I-1 


This project consists of bracing a deck beam on the structure (SN 048-0014) carrying IL Route 97 over Haw Creek 

tributary located 6.5 miles north of Maquon; includes 2,770 lbs furnishing and erecting structural steel; mobilization; traffic 




Agreement. 


Section (13,16,15)RS-4 


5.7 miles of milling, patching and resurfacing from 0.1 mile north of Hunter Street in Abingdon to 0.1 mile north of IL Route 

116; includes 4,951 sq yds HMA surface removal-butt joint; 8,950 tons HMA surface course, N 50; 110,963 sq yds HMA 

surface removal; 1,941 sq yds Class D patches; 2,355 tons aggregate shoulders; 357 tons HMA shoulders; 88,409 ft 

epoxy pavement marking line; 625 raised reflective pavement markers; 468 ft detector loop; 8,950 tons material transfer 

device; traffic control and protection. (45 Working Days) (Job No. C-94-050-10) (4-00130-0200) 


260. Contract No. 70251 Champaign-Douglas Counties District 5 

Section (21-28,21-10-29,10-30)RS-1 

FAI Route 57 (I-57) Project IM-57-5(194)212 

12.19 miles of patching, milling and resurfacing on Interstate 57 from 0.3 mile north of US Route 36 at Tuscola continuing 

north to Sadorus Road; includes 460 cu yds furnished excavation; 343,927 sq yds HMA surface removal; 297 tons 

polymerized leveling binder (machine method); 4,620 sq yds HMA surface removal-butt joint; 57,063 tons polymerized 

HMA binder and surface course; 8,131 sq yds patches; 4,655 sq yds patching reinforcement; 19,826 ft saw cuts; 19,552 

tons HMA shoulders; 28 cu yds concrete Superstructure; 49 sq yds bridge deck grooving; 73 ft furnishing and erecting 

PPC I-beams; 3,150 lbs furnishing and erecting structural steel; 6,190 lbs reinforcement bars, epoxy coated; 28 

elastomeric bearing assembly; 16 concrete headwall for pipe drains; 168 sq ft sign panel; 30 ft overhead sign structurecantilever; 

268,961 ft thermoplastic pavement marking line; 3,871 raised reflective pavement marker; 515 ft unit duct, 

600V, 2-1C No. 6, 1/C No. 6 ground, (XLP-type use), 1 " dia. polyethylene; 69,693 tons material transfer device; beam 

straightening; 17,007 tons polymerized HMA binder course; traffic control and protection; mobilization; Federally funded. 

(Completion Date: November 20, 2010 Plus 05 Working Days) (Job No. C-95-093-02) (5-93090-0000) 



Section (12R)RS-1 

FAP Route 328/FAU Route 8379 (US 45) 

0.6 mile of resurfacing on U.S. Route 45 from north of Rickelman Avenue to south of I-57/70 on-ramp; includes 870 tons 

polymerized leveling binder (machine method); 1,424 tons polymerized HMA surface course, Mix D; 10,302 sq yds HMA 

surface removal complete; 5,668 sq yds milling; 457 sq yds patching; 71 tons aggregate shoulders; 1 traffic barrier 

terminal; 687 ft detector loop; 15,233 ft thermoplastic pavement marking; mobilization; traffic control and protection. 



- 48 - 

262. Contract No. 85504 Lee County District 2 

Section 09-P4000-01-BT 

LOWELL TRAIL Project ARA-D2(140) 

Improvement consists of (0.08 miles) a multi-use path, sidewalks, retaining walls and parking area at Howell Park along 

the Rock River from east of the Galena Avenue bridge to Ottawa Avenue. Project also includes on-street bike path 

signing from Reynolds Field to Meadow Trail and Lowell Parkway Trail all in Dixon; includes 425 cu yds earth excavation; 

34 units tree removal; 774 sq yds topsoil furnished and placed; 194 sq yds heavy duty erosion control blanket; 580 sq yds 

sodding; 430 ft perimeter erosion barrier; 109 sq yds precast block revetment mat; 53 tons HMA surface course; 5,434 sq 

ft PCC sidewalk; 175 sq yds HMA surface removal; 2,805 sq ft sidewalk removal; 58 cu yds concrete structures; 100 lbs 

reinforcement bars; 4,860 lbs epoxy coated reinforcement bars; 300 ft pipe handrail; 122 ft concrete gutter; 89 ft 

combination concrete curb and gutter; 169 sq ft sign panel; 588 ft telescoping steel sign supports; 106 ft paint pavement 

marking line; 112 ft storm sewers; 6 trees; 148 ft seawall removal; 68 ft decorative steel railing; 105 sq yds aggregate 

subgrade; 110 sq ft masonry steps; 190 ft stone masonry wall; traffic control and protection; Federally funded; (A Special 




Section 09-00066-01-SW (BARTONVILLE) 

FAU Route 6679 (PFEIFFER ROAD) Project HD-ARA-D4(103) 

Construction consists of (0.71 miles) of PCC sidewalk/bike path and concrete curb and gutter on FAU Rte. 6679 (Pfeiffer 

Road) from Airport Road east to Ricketts Avenue in the village of Bartonville; includes 3,462 sq yds topsoil; 3,400 tons 

aggregate base course; 1,985 sq yds PCC driveway pavement; 24,224 sq ft PCC sideways; 4,106 sq yds pavement 

removal; 3,596 ft combination curb and gutter removal; 1,733 sq ft sidewalk removal; 100 ft bicycle railing; 3 manholes; 

3,574 ft combination concrete curb and gutter; 74 sq ft sign panel; 11 metal posts; 605 ft thermoplastic pavement 

marking; 20 mailboxes relocated; traffic control and protection; Federally funded; (A Special Provision for this contract 

requires insurance that names additional insureds). (Completion Date: August 15, 2010) 



Section 09-00082-00-BR 

FAS Route 801 (CH 16) Project ARA-BRS-801(231) 

Improvement consists of the removal of existing structure and the construction of 3 span (1 @ 56'-2", 2 @ 55'-6") precast 

prestressed concrete deck beam bridge and approaches carrying FAS Rte. 801 over Laws Creek approximately 1.5 miles 

east of Ingraham; includes 1 removal of existing structure; 384 cu yds earth excavation; 102 cu yds channel excavation; 

834 cu yds furnished excavation; 0.4 acres seeding; 1,325 tons stone dumped riprap; 41 cu yds concrete structures; 81 

cu yds concrete Superstructure; 18 cu yds concrete encasement; 4,704 sq ft precast prestressed concrete deck beams; 

5,220 lbs reinforcement bars; 18,380 lbs epoxy coated reinforcement bars; 400 ft steel railing; 480 ft furnish and drive 

steel piles; 2 test piles; 8 traffic barrier terminals; traffic control complete; Federally funded; (A Special Provision for this 

contract requires insurance that names additional insureds). (70 Working Days) (Job No. C-97-031-100 (7-10499-0010) 



Section 09-00048-00-RS (VENICE) 

FAU Route 9097 (BROADWAY AVENUE) Project ARA-5011(278) 

Project consists of milling, resurfacing with HMA, selective areas of patching, sidewalk removal and replacement, 

detectable warnings, curb and gutter removal and replacement, pavement markings and all other incidental items to 

complete the work on FAU Route 9097 (Broadway Avenue) from Klein Avenue to State Street in the city of Venice; 

includes 903 gals bituminous materials (prime coat); 326 sq yds temporary ramp; 1,626 tons HMA surface course; 934 sq 

ft PCC sidewalk; 12,904 sq yds HMA surface removal; 1,040 sq ft sidewalk removal; 699 sq ft median removal; 281 sq 

yds Class B patches; 1,017 ft saw cuts; 4,576 ft strip reflective crack control treatment; 699 sq ft corrugated median; 

4,894 ft temporary pavement marking line; 4,770 ft thermoplastic pavement marking line; traffic control and protection; 



266. Contract No. 99408 White County District 9 

Section 08-07120-00-BR 

FAS Route 890 Project BROS-193(42) 

Improvement consists of the removal of existing structure and construction of a single span (1 @ 51'-4") precast 

prestressed concrete deck beam bridge with aggregate approaches carrying FAS Rte. 890 over a Little Wabash Tributary 

approximately one mile east of Herald; includes 192 cu yds channel excavation; 18 tons aggregate; 85 tons aggregate 

surface course; 230 tons stone dumped riprap; 45 tons stone riprap ditch; 22 cu yds concrete structures; 1,200 sq ft 

precast prestressed concrete deck beams; 2,430 lbs reinforcement bars; 95 ft steel railing; 490 ft furnish and drive piles; 1 

test pile; removal of existing structure; Federally funded; (A Special Provision for this contract requires insurance that 




- 49 - 

267. Contract No. 99417 Massac County District 9 

Section 09-00038-00-BT (METROPOLIS) 

GEORGE ROGERS CLARK (DISCOVERY TRAIL) Project ARA-5045(9) 

Improvement consists of (3.85 miles) of a pedestrian/bike path with pcc sidewalk, HMA surface course, two pedestrian 

structures and other miscellaneous items necessary to complete the project located on the George Rogers Clark 

Discovery Trail beginning at the entrance of Fort Massac Park extending to Strawberry Road in Massac County; includes 

6,348 cu yds earth excavation; 1,266 cu yds furnished excavation; 2 acres seeding; 540 cu ft peat moss; 4,264 ft 

perimeter erosion barrier; 217 tons stone dumped riprap; 2,342 tons aggregate base course; 804 tons HMA binder 

course; 893 tons HMA surface course; 1,080 gals bituminous material; 148,275 sq ft pcc sidewalk; 500 sq ft detectable 

warnings; 939 tons aggregate shoulders; 253 cu yds structure excavation; 110 cu yds concrete structures; 4,364 lbs 

reinforcement bars; 13,473 lbs reinforcement bars epoxy coated; 1,544 ft furnish and drive steel piles; 3,232 ft chain link 

fence; 12 cal mos engineer's field office; 221 sq ft sign panel; 807 ft wood sign supports; 665 ft paint pavement marking 

line; 16 bumper blocks; 1 construction layout; 57 trees; 69 perennial; 5 bicycle racks; 139 wood bollards; 2 information 

kiosk; traffic control and protection; 325 sq yds planting soil amendment; 7,205 sq ft pedestrian truss Superstructure; 4 

flashing beacon installations; 1 wood guardrail repair; Federally funded; (A Special Provision for this contract requires 




Section 30-ZRS-1 

FAU Route 9122 (BELTLINE RD) 

2.14 miles microsurfacing on Beltline Road from IL Route 157 to IL Route 159 in Madison County; includes 84,320 ft 

micro-surfacing rut filling; 55,128 sq yds micro-surfacing, single pass; 53,544 ft thermoplastic pavement marking; 



269. Contract No. 60956 Lake County District 1 

Section (46-1S&47)WRS-2 


1.55 miles of roadway reconstruction, adding lanes and traffic signal modernization along US 45 from IL 120 (Belvidere 

Road) to Washington Street in Grayslake, Third Lake and Lake County; includes 9,835 sq yds HMA base course; 4,187 

tons HMA binder course; 884 tons polymerized HMA binder course; 601 tons HMA surface course, MIX C; 352 tons HMA 

surface course, MIX D; 151 tons polymerized HMA surface course, MIX F; 66,028 sq yds concrete pavement (jointed); 

2,282 sq ft concrete sidewalk; 58,027 sq yds pavement removal; 1,524 sq yds patching; 945 sq yds HMA shoulders; 

44,746 cu yds earth excavation; 16,621 cu yds removal and disposal of unsuitable material; 7,607 cu yds trench backfill; 

61,845 sq yds topsoil; 10.2 acres seeding; 47,691 sq yds erosion control blanket; 3,734 ft pipe underdrains; 34,080 ft 

concrete curb and gutter; 7,606 sq ft concrete median; 4 traffic barrier terminals; 4,137 cu yds non-special waste disposal; 

581 sq ft sign panel; 39,287 ft thermoplastic pavement marking; 15 steel mast arm assemblies and poles; 4 controllers; 

25,322 ft electric cable; 50 signal heads; 179 ft detector loop; 101 shade trees; 74 intermediate trees; 30 lbs flocculation 

powder; 96,274 sq yds aggregate subgrade; mobilization; traffic control and protection; Federally funded. (Completion 

Date: October 31, 2011 Plus 10 Working Days) (Job No. C-91-208-00) (1-71097-0300) 



Section 06-00162-01-SW (LANSING) 

EXCHANGE ST & SANGAMON ST Project CMM-9003(77) 

Project consists of sidewalk and crosswalk construction, combination concrete curb and gutter, pavement markings and 

all other incidental items to complete the work on Exchange Street from Independence Boulevard to Peoria Street and on 

Sangamon Avenue from Naoma Drive to Wayne Drive in the Village of Lansing; includes 18 units tree removal; 550 cu 

yds earth excavation; 1,520 sq yds topsoil furnish and place; 2,250 ft perimeter erosion barrier; 1,182 sq yds subbase 

granular material; 49 sq yds HMA base course; 10,634 sq ft PCC sidewalk; 121 ft combination curb and gutter removal; 

16 sq yds Class D patches; 137 ft combination concrete curb and gutter; 744 ft thermoplastic pavement marking line; 

traffic control and protection; Federally funded; (A Special Provision for this contract requires insurance that names 




- 50 - 


Section (5)N 


This project consists of widening IL Route 71 to provide a left turn lane onto C.H. 18 (Dayton Road) and extending a 6'X 

6' box culvert, which project is located just north of Interstate 80 near Ottawa; includes 1,531 cu yds earth excavation; 219 

sq yds stone riprap; 247 sq yds PCC base course widening; 244 tons leveling binder (machine method); 840 tons HMA 

binder and surface course; 111 sq yds PCC driveway pavement; 3,116 sq yds HMA surface removal; 554 ft saw cuts; 

2,212 sq yds HMA shoulders; 1,490 lbs reinforcement bars; 17 cu yds concrete box culverts; 16 ft precast concrete box 

culvert; 50 ft pipe culverts; 144 ft combination concrete curb and gutter; 437 ft steel plate beam guardrail; 2,212 ft 

shoulder rumble strip; 8,800 ft epoxy pavement marking line; 103 raised reflective pavement markers; 125 ft unit duct, 

600V, 2-1C no.10,1/C ground,(XLP-type use),3/4 diameter polyethylene; 1 light pole foundation; 83 sq yds Class B 

patches; relocate existing light pole; mobilization; traffic control and protection; Federally funded. (50 Working Days) 


272. Contract No. 68467 Tazewell-Woodford Counties District 4 

Section 17RS-6;18RS-1;35RS-8 


9.25 miles of patching, milling and resurfacing on US Rte. 24 from Cummings Lane in Washington to Myers Street in 

Eureka; includes 7,971 tons polymerized leveling binder (machine method), N50; 689 sq yds HMA surface removal-butt 

joint; 16,639 tons polymerized HMA surface course, N50; 304,899 sq yds HMA surface removal; 677 sq yds Class D 

patches; 13,376 tons HMA shoulders; 113 ft steel plate beam guardrail; 93,627 ft shoulder rumble strip; 1,330 raised 

reflective pavement marker; 1,671 ft detector loop; 16,639 tons material transfer device; 239,015 ft Urethane pavement 

marking line; 1,296 ft electric cable in conduit; traffic control and protection; mobilization; Federally funded. 


273. Contract No. 68940 Tazewell County District 4 

Section (6)TS,J 

FAS Route 2466 (US 150) Project ACHSIP-2466(111) 

This project consists of the installation of a four-way stop with flashing lights at the intersection of U.S. Route 150 and the 

Washington Blacktop located east of Morton; includes 114 cu yds furnished excavation; 625 sq yds topsoil furnish and 

place; 740 ft perimeter erosion barrier; 205 sq yds HMA base course widening; 109 sq yds HMA surface removal-butt 

joint; 58 tons HMA surface course, N 50; 334 sq yds HMA surface removal; 1,437 sq ft concrete median; 179 sq yds HMA 

shoulders; 30 ft pipe culverts, Class D; 296 ft combination concrete curb and gutter; 362 ft steel plate beam guardrail; 791 

ft paint pavement marking line; 1 service installation; 1 light pole, wood, 40-ft.; 1 flashing controller; 287 ft electric cable 

aerial suspended, signal no. 14 3C; 3 signal heads; mobilization; traffic control and protection; Federally funded. 



Agreement. 

274. Contract No. 68966 Henderson County District 4 



5.94 miles of cold milling and resurfacing on IL Route 164 from Schuyler Street in Oquawka to just north of US Route 34 

in Henderson County; includes 2,174 sq yds HMA surface removal-butt joint; 8,552 tons HMA surface course, N 50; 

94,118 sq yds HMA surface removal; 2,211 tons aggregate shoulders; 3,571 sq yds protective coat; 78,866 ft epoxy 

pavement marking line; 382 raised reflective pavement markers; 7,469 tons material transfer device; railroad protective 

liability insurance; mobilization; traffic control and protection. (25 Working Days) (Job No. C-94-053-10) (4-00164-0200) 


275. Contract No. 70234 Douglas-Moultrie Counties District 5 


FAP Route 749 (IL 133) Project ESP-F-749(22) 

1.16 miles of milling and resurfacing on IL Rte. 133 from just west of the Moultrie/Douglas County Line to the eastern city 

limits of Arthur; includes 179 cu yds earth excavation; 1,412 tons leveling binder (machine method); 3,196 sq yds HMA 

surface removal-butt joint; 1,488 tons HMA surface course, N70; 945 sq yds Portland cement concrete; 27,898 sq yds 

HMA surface removal; 1,911 sq yds Class D patches; 802 tons HMA shoulders; 179 cu yds structure excavation; 68 ft 

precast concrete box culvert; 325 ft combination concrete curb and gutter; 14,783 ft thermoplastic pavement marking line; 

77 raised reflective pavement marker; 1 service installation; 2 light pole, wood, 40 foot, Class 3; 1 flasher controller; 200 ft 

electric cable; 2 signal head; traffic control and protection; mobilization; Federally funded. (45 Working Days) 



- 51 - 

276. Contract No. 78153 Pope County District 9 

Section 3(I-1) 

SBI Route 34 (IL 34) 

Repairs to the existing structure carrying IL Route 34 over Gibbons Creek, located near the Hardin County Line; includes 

84 sq yds HMA shoulders; 8.5 cu yds concrete removal; 9.1 cu yds concrete; 1,260 lbs epoxy coated reinforcement bars; 

78 ft preformed joint strip seal; 25 ft steel plate beam guardrail; traffic barrier terminals; 1,500 ft paint pavement marking; 



277. Contract No. 89559 Mercer County District 4 

Section 06-00094-05-DR 


Improvement consists of (3.24 miles) of pavement patching, HMA resurfacing, aggregate wedge shoulders, paint 

pavement markings and pipe culvert replacement along FAS Rte. 206 (CH 4) from south of Edwards River Bridge to 

south of 110th Avenue northeast of New Windsor; includes 2,103 ft grading and shaping ditches; 223 sq yds erosion 

control blanket; 20 tons aggregate base repair; 498 tons aggregate surface course; 7,048 gals bituminous materials; 294 

sq yds HMA surface removal; 4,689 tons HMA binder course; 3,516 tons HMA surface course; 226 tons incidental HMA 

surface; 2,833 sq yds Class D patches; 7,740 ft saw cuts; 1,936 tons aggregate wedge shoulder; 1,496 ft pipe culvert 

removal; 1,990 ft pipe culverts; 18 steel end sections; 3,430 ft short term pavement marking; 1,460 ft temporary pavement 

marking; 56,010 ft paint pavement marking line; 0.75 acres seeding; traffic control and protection; Federally funded; (A 



278. Contract No. 93501 Macoupin County District 6 

Section 06-00086-00-PV 


Project consists of the construction of a two-lane HMA surface on aggregate base with aggregate shoulders, earthwork, 

drainage structures, pavement markings and all other incidental items to complete the work on FAS Route 2729 (CH 3) 

from the new intersection at IL Route 4 easterly to Cottonwood Road; includes 15,030 cu yds earth and channel 

excavation; 13,775 cu yds furnished excavation; 27,026 ft perimeter erosion barrier; 16,493 tons aggregate base course; 

462 tons aggregate surface course; 19,174 gals bituminous materials; 7,391 tons HMA binder course; 3,696 tons HMA 

surface course; 5,861 tons aggregate shoulders; 81 tons HMA shoulders; 1,130 lbs reinforcement bars; 370 ft precast 

concrete box culverts; 473 ft pipe culverts; 26,010 ft pipe underdrains; 31,348 ft paint pavement marking line; 12 box 

culvert end sections; 6,800 sq yds degrading roadway; traffic control and protection; Federally funded; (A Special 



279. Contract No. 95609 Macon County District 7 

Section 03-00184-00-BR 

FAU Route 7352 (CH 20) Project ARA-5169(44) 

Improvement consists of the removal of two structures and the construction of two PPC deck beam bridge, construction 

also includes approach pavement, aggregate shoulders and paint pavement marking, carrying FAU Rte. 7352 (CH 20) 

over Stevens Creek and Stevens Creek Tributary approximately 1.5 miles west of Forsyth; includes 294 cu yds earth 

excavation; 318 cu yds channel excavation; 1,934 cu yds furnished excavation; 0.7 acres seeding; 1,015 sq yds stone 

riprap and filter fabric; 3,237 sq yds processing modified soil; 140 tons portland cement; 61 tons HMA surface course; 

2,969 sq yds HMA pavement; 130 sq yds PCC pavement and pavement fabric; 2,836 sq yds pavement removal; 543 tons 

aggregate shoulders; 240 cu yds structure excavation; 82 cu yds concrete structures; 3,915 sq ft precast prestressed 

concrete deck beams; 7,010 lbs reinforcement bars, epoxy coated; 268 ft steel railing; 969 ft furnish and drive steel piles; 

2 test piles; 76 ft storm sewers; 435 sq yds waterproofing membrane system; 94 ft combination concrete curb and gutter; 

8 traffic barrier terminals; 2,820 ft paint pavement marking line; 2 structures removed; traffic control and protection; 



280. Contract No. 95612 Clark County District 7 

Section 09-00268-00-DR 


Improvement consists of the removal of existing structure and construction of a double 8' x 8' concrete box culvert, 

construction also includes approaches and guardrail, carrying FAS Rte. 1660 over Hawks Creek approximately one mile 

west of Dennison; includes 426 cu yds earth excavation; 555 tons porous granular embankment; 2,745 sq yds erosion 

control blanket; 200 tons riprap; 188 tons stone riprap ditch; 395 tons aggregate base course; 72 tons aggregate 

shoulders; 5,704 cu yds structure excavation; 42,670 lbs epoxy coated reinforcement bars; 222 cu yds concrete box 

culverts; 475 ft steel plate beam guardrail; 4 traffic barrier terminals; removal of existing structure; traffic control and 




- 52 - 

281. Contract No. 95617 Wayne County District 7 

Section 06-00047-00-BR (FAIRFIELD) 

EAST 4TH STREET Project BRM-ARA-5022(12) 

Improvement consists of the removal of existing structure and construction of a cast-in-place box culvert, construction 

also includes PCC pavement, combination curb and gutter, carrying East 4th Street over a branch of Pond Creek in the 

city of Fairfield; includes 61 units tree removal; 96 cu yds channel excavation; 435 tons porous granular embankment; 

255 tons stone riprap; 193 sq yds PCC pavement; 51 sq yds PCC driveway pavement; 787 sq ft PCC sidewalk; 272 sq ft 

sidewalk removal; 38,850 lbs reinforcement bars epoxy coated; 89 ft bicycle railing; 193 cu yds concrete box culverts; 2 

precast reinforced concrete flared end sections; 90 ft storm sewer; 86 ft storm sewer removal; 97 ft combination concrete 

curb and gutter; removal of existing structure; traffic control and protection; Federally funded; (A Special Provision for this 



282. Contract No. 95620 Jasper County District 7 

Section 05-10127-00-BR 

TR 186A Project BROS-79(140) 

Improvement consists of the removal of existing structure and construction of a single span (1 @ 74'0") precast 

prestressed concrete deck beam bridge with aggregate approaches carrying TR 186A over Brush Creek approximately 

.75 miles east of Newton; includes removal of existing structure; 4 traffic barrier terminals; 5 setting piles in rock; 177 units 

tree removal; 70 cu yds earth excavation; 240 cu yds channel excavation; 2,800 cu yds furnish excavation; 965 ft 

perimeter erosion barrier; 180 tons stone dumped riprap; 120 tons stone riprap ditch; 85 tons aggregate base course; 26 

cu yds concrete structures; 2,025 sq ft precast prestressed concrete deck beams; 3,000 lbs epoxy coated reinforcement 

bars; 150 ft steel railing; 187 ft furnish steel piles; 120 ft driving piles; Federally funded; (A Special Provision for this 



283. Contract No. 97425 Marion County District 8 

Section 09-00096-00-RS (CENTRALIA) 

FAU Route 8623 & FAU Route 8609 (W BROADWAY & BROOKSIDE AVE) Project ARA-5012(19) 

Project consists of milling and resurfacing two-lane roads HMA surface course, areas of curb and gutter removal and 

replacement, selective sidewalk construction, pavement markings and all other incidental items to complete the work on 

FAU Rte. 8623 (West Broadway) from Illinois Rte. 161 to Pullen Avenue and on FAU Rte. 8609 (Brookside Avenue) from 

Broadway to 4th Street in the city of Centralia; includes 161 ft grading and shaping ditches; 1,712 gals bituminous 

materials (prime coat); 33 tons aggregate (prime coat); 354 tons leveling binder (machine method); 2,188 tons HMA 

surface course; 73 tons incidental HMA surfacing; 8,441 sq ft PCC sidewalk; 16,671 sq yds HMA surface removal; 80 ft 

storm sewers, Class B; 65 ft combination concrete curb and gutter; 18,324 ft thermoplastic pavement marking line; 263 ft 

polyurea pavement marking type; traffic control and protection; Federally funded; (A Special Provision for this contract 



284. Contract No. 60G54 Will County District 1 

Section 112T-1 

FAU Route 327 (WEST RIVER ROAD) Project M-327(47) 

Removal of the existing box culvert and replacement with a double-barrel, 9' X 6' precast concrete box culvert carrying 

West River Road over an unnamed tributary to the Kankakee River in Wilmington (SN 099-0521); includes 284 cu yds 

earth excavation; 14 cu yds trench backfill; 497 sq yds compost; 497 sq yds erosion control blanket; 48 sq yds HMA base 

course; 34 tons leveling binder (machine method); 306 tons HMA binder course; 73 tons HMA surface course, Mix C; 599 

sq yds pavement removal; 472 sq yds HMA shoulders; removal of existing structure; 328 cu yds structure excavation; 

3,523 lbs reinforcement bars; 421 lbs epoxy coated reinforcement bars; 47 cu yds concrete box culverts; 103 ft precast 

concrete box culvert; 424 ft steel plate beam guardrail; 4 traffic barrier terminals; 768 sq yds aggregate subgrade; 

temporary clear water diversion; 899 ft thermoplastic pavement marking; selective clearing; 952 cu yds coarse aggregate 

backfill; mobilization; traffic control and protection; Federally funded. (Completion Date: July 30, 2010 Plus 05 Working 




FAP Route 370 (WESTERN AVE) 

1.05 miles of resurfacing on Western Avenue from 119th Street to 127th Street in Blue Island and Chicago; includes 

3,526 tons HMA surface course, Mix D; 1,000 sq ft concrete sidewalk; 41,975 sq yds milling; 1,763 tons polymerized 

leveling binder (machine method); 3,150 sq yds patching; 1,640 ft detector loop replacement; mobilization; traffic control 

and protection. (45 Working Days) (Job No. C-91-849-09) (1-77337-0000) (See Special Provisions for DBE Percentage) 


- 53 - 


Agreement. 


Section (32-4)RS-2 


2.46 miles of milling and resurfacing located on IL Rte. 2 from east of 4th Street to 45th Avenue in Sterling; includes 6,926 

tons polymerized HMA surface course, N70; 100,443 sq yds HMA surface removal; 290 ft combination curb and gutter 

removal; 2,418 sq yds Class A patches; 21,377 ft saw cuts; 838 tons HMA shoulders; 34 manholes to be adjusted; 63 

inlets to be adjusted; 290 ft combination concrete curb and gutter; 61,575 ft thermoplastic pavement marking line; 480 

raised reflective pavement marker; 5,772 tons polymerized leveling binder (machine method); 5 video camera detection 

system; traffic control and protection; mobilization. (60 Working Days) (Job No. C-92-120-09) (2-28400-0000) 


287. Contract No. 76B27 Clinton County District 8 

Section 14-12BR-1 


The contract involves two bridges, one carrying IL Route 160 over U.S. Route 50 in Trenton and the other one is carrying 

U.S. Route 50 over Sugar Creek east of Trenton, which work will consist of a microsilica overlay, expansion joint, 

replacement, deck sealing, parapet retrofit, deck repairs, bearing replacement and substructure repair; includes 545 cu 

yds earth excavation; 907 sq yds PCC base course; 48 tons HMA surface course; 1,136 sq yds HMA surface removal; 

5,976 sq ft concrete median surface removal; 2,687 sq yds paved shoulder removal; 22 sq yds Class A patches; 109 cu 

yds concrete removal; 1,172 ft bridge rail removal; 111 cu yds concrete superstructure; 8,340 lbs furnish and erecting 

structural steel; 18 jack and remove existing bearings; 4,770 lbs structural steel removal; 17,675 lbs epoxy coated 

reinforcement bars; 5,256 sq ft concrete median; 1,150 ft steel plate beam guardrail; 12 traffic barrier terminals; 1,658 ft 

guardrail removal; 1,116 ft thermoplastic pavement marking line; 6,606 ft polyurea pavement marking line; 14 raised 

reflective pavement markers; 118 plug existing deck drains; 913 sq ft structural repair of concrete; 1,096 sq yds bridge 

deck microsilica concrete overlay; 748 sq ft cleaning bridge seats; 49 sq yds deck slab repair; 1,106 ft retrofit concrete 

parapet; mobilization; traffic control and protection. (95 Working Days) (Job No. C-98-107-07) (8-00134-1000) 



Section 60-3HB-1-HDF 


Bridge repairs on the existing structure carrying I-270 over IL Route 111 in Madison County; includes 214 sq yds 

protective shield; 11,290 lbs structural steel; 11,290 lbs structural steel removal; 124 sq ft sign panel; temporary shoring 

and cribbing; temporary slab support system; beam straightening; mobilization; traffic control and protection. 

(25 Working Days) (Job No. C-98-081-09) (MCHD Funds) (See Special Provisions for DBE Percentage) 

Pursuant to the Rules for Prequalification of Contractors and Issuance of Plans and Proposals, 44 Illinois Administrative 

Code 650.70,…”This contract requires, in addition to the normal IDOT pre-qualifications requirements, that the Contractor 

be SSPC-QP1 and QP2 certified. Evidence of certification must be provided prior to receiving authorization to bid.” 

Contractors are required to submit copies of current certificates for each Letting. These certificates must be submitted 

along with the contractors’ original BC 57 Affidavit of Availability. 

289. Contract No. 74401 Cumberland County District 7 

Section D7 BRIDGE PAINTING 2010-1 


Cleaning and painting three steel structures on FAI 57 located east and south of Neoga; includes cleaning and painting 

steel bridges; mobilization; traffic control and protection. (55 Working Days) (Job No. C-97-114-09) (0-01616-7006) 

(See Special Provisions for DBE %) 


290. Contract No. 74425 Macon County District 7 

Section D7 SAFETY TREE REM 2010-1 


Tree removal along IL Route 48 from U.S. Route 51 southeast of Decatur to the Christian County line; includes 1,339 

units tree removal; mobilization; traffic control and protection; Federally funded. (40 Working Days) 

(Job No. C-97-010-10) (7-76910-1105) (See Special Provisions for DBE %) 



- 54 - 

ILLINOIS DEPARTMENT OF NATURAL RESOURCES 

WATERWAYS 

1W. (Contract 401) 

Cook County 

LAKE MICHIGAN/CHICAGO RIVER LEAKAGE CONTROL 

The project consists of repairing leaks from Lake Michigan into the Chicago Rive at the headland of the Chicago River. 

Due to site requirements, some of the work will need to be performed from a barge. Work will consist of furnishing and 

driving steel sheet piling, installing walers for the piling, filling behind some of the piling with lean concrete, boring and 

filling seepage control grout holes, underwater joint sealing (welding) for the existing steel sheet pile sea wall, pressure 

grouting, removal and replacement of existing riprap, removing and rebuilding some concrete cap on a seal wall and all 

appurtenant work required to complete the project located along the North Pier separating the Chicago River from Lake 

Michigan in Cook County, Illinois immediately south of Navy Pier; includes 58.3 cu yds concrete removal; 58.3 cu yds 

concrete structures; 160 ft steel piles HP 14x73; 4,036 sq ft steel sheet piling; 1 lump sum electric service relocation; 70 

cu yds lean concrete fill; 200-foot underwater joint repair and 330 to 780 bags of pressure grouting. (Completion Date: 

September 30, 2010)(CS4D% % DBE) 

2W. (Contract 413) 

Cook County 

CRYSTAL CREEK FLOOD CONTROL PROJECT PHASE IIA 

0.40 mile of channel improvement on Crystal Creek beginning approximately 150 feet downstream of 25th Avenue and 

ending just upstream of Wehrman Avenue in Schiller Park, Illinois. Work consists of revising an existing channel with a 

varied side slope to a rectangular channel with an 18 to 28-foot side bottom and 9 to 12-foot tall side walls constructed of 

segmental concrete blocks. Seven existing pedestrian bridges will be removed and replaced with six PCC deck beam 

bridges 23 to 25 feet long and one culvert extension. Two stream crossings will have an additional box culvert barrel 

constructed and three crossings will have the existing culvert replaced with a double box culvert. The work will also 

include the removal of a garage and existing bridge abutments and all appurtenant work required to complete the project. 

Proposed work included 556 units tree removal (6 to 15 units diameter); 846 unit tree removal (over 15 units diameter); 

2,339 cu yds channel excavation; 50,000 lbs reinforcement bars; 700 sq yds stone riprap, Class A4; 324 tons stone 

dumped riprap, Class A4; 4,543 cu yds structure excavation; 60 cu yds concrete structures; 593 sq ft precast prestressed 

concrete deck beams (11" depth); 250 cu yds concrete box culvert; 50.5-foot precast concrete box culvert 10'x4' (M273); 

229-foot precast concrete box culvert 10'x5' (M273); 3,088-foot chain link fence, 6'; 2,115-foot chain link fence to be 

removed and re-erected; 1 lump sum traffic control and protection, (special); 28,659 sq ft segmental concrete block wall 

and 1 lump sum temporary cofferdam system. (Completion Date: December 30, 2011) (CS4D% % DBE) 


-A1- 

STATE OF ILLINOIS 

Department of Transportation 

Division of Aeronautics 

This Bulletin constitutes official notification to Contractors of the intention to 

receive bids for Airport related work. The Transportation Bulletin is available on 

the Department’s Internet website at http://www.dot.il.gov. The following phone 

numbers and e-mail address are available if assistance is needed: 

Phone: 217/782-7806; Fax: 217/785-1141; TDD: 217/524-4875; 

E-mail: Ryan.Sheley@illinois.gov. 

INVITATION FOR BIDS 

1. TIME AND PLACE OF OPENING PROPOSALS: Sealed bids, subject to the conditions 

contained herein, will be received by the Department of Transportation at the 

Auditorium in the Harry R. Hanley Building, 2300 South Everett McKinley Dirksen 

Parkway, Springfield, Illinois, until 10:00 A.M. prevailing time, March 5, 2010. 

These bids will, at that time, be publicly opened and read for furnishing all 

labor and materials, and performing all work for the Project(s) listed and defined 

in Paragraph 3.0 of this Service Bulletin for the Division of Aeronautics. 

2. INSTRUCTIONS TO BIDDERS: 

a. Plans and Contract Documents. Plans and Contract Documents for those 

Project(s) specified in Paragraph 3.0 of this Service Bulletin for the 

Division of Aeronautics may be examined and reviewed at the following 

offices: 

(1) Department of Transportation, Division of Aeronautics, One 

Langhorne Bond Drive, Capital Airport, Springfield, Illinois. 

(2) Department of Transportation, Harry R. Hanley Building, Plans and 

Contracts Office, Room 323, 2300 South Everett McKinley Dirksen 

Parkway, Springfield, Illinois. 

(3) Office of the consulting engineer(s). 

b. Contract documents for bidding will not be loaned to prospective bidders. 

Electronic plans and proposals may be downloaded from the Department’s web site 

at http://www.dot.il.gov/desenv/delett.html. 

Contractors wanting to bid must submit the properly completed “Request for 

Authorization to Bid/or Not For Bid Status” (BDE 124 INT) and the 

properly completed ORIGINAL “Affidavit of Availability” (BC 57) to Room 322 

or 323 no later than 4:30 p.m. prevailing time, three (3) days prior to 

letting date. The Authorization to Bid request cut-off date is 4:30 p.m. 

prevailing time, March 2, 2010. 

c. Each bid shall be accompanied by one (1) copy of a Bid Bond on Form BDE 356B 

in the amount, which is not less than five (5) percent of the aggregate 

amount of the bid. 

d. Pre-Qualification Rating. The Illinois Department of Transportation prequalification 

ratings and other applicable evidence of competency of bidders 

to perform the work contemplated will be utilized for all Service Bulletin 

items. This pre-qualification rating will be established on the basis of a 

Financial Statement and Experience Questionnaire. 


-A2- 

e. Requirements for Corporations outside the State of Illinois. Before any 

Contract is executed, a Corporation from another State must conform to the 

Statutes of the State of Illinois, and may be asked to furnish a copy of the 

certificate from the Secretary of State, State of Illinois, showing that such 

foreign corporation is authorized to do business in the State of Illinois. 

f. Civil Rights Act of 1964. The Illinois Department of Transportation, 

Division of Aeronautics, in accordance with Title VI of the Civil Rights Act 

of 1964, 78 Stat. 252, 42 U.S.C. 2000d-4 and Title 49, Code of Federal 

Regulations, Department of Transportation, Subtitle A, Office of the 

Secretary, Part 21, Nondiscrimination in Federally-assisted programs of the 

Department of Transportation issued pursuant to such Act, hereby notifies all 

bidders that it will affirmatively insure that in any contract entered into 

pursuant to this advertisement, minority business enterprises will be 

afforded full opportunity to submit bids in response to this invitation and 

will not be discriminated against on the grounds or race, color, or national 

origin in consideration for an award. 

In a case in which a bidder or prospective contractor or proposed 

subcontractor who has participated in a previous contract or subcontract 

subject to the equal opportunity clause has not filed a compliance report due 

under applicable instructions, such bidder, prospective contractor, or 

proposed subcontractor shall submit a compliance report prior to the award of 

the proposed contract or subcontract. When a determination has been made to 

award a contract to a specific contractor, such contractor shall prior to 

award, furnish such other pertinent information regarding his own employment 

policies and practices as well as those of his proposed subcontractors as the 

Sponsor, or the Executive Vice Chairman of the President's Committee may 

require. 

For any contract or subcontract for $50,000.00 or more, and having 50 or more 

employees, the contractor or subcontractor will be required to maintain a 

written Affirmative Action Plan. 

g. Special Requirements. 

(1) Payment to Labor. The successful bidder will be required to pay to the 

laborers, workmen, mechanics, and other employees for the work under the 

contracts, not less than the general prevailing wage for each craft, trade or 

occupation, and not less than the minimum wage rates as shall be established 

by the U. S. Secretary of Labor for federally assisted projects and by the 

Illinois Department of Labor for state/local projects. 

(2) Affirmative Action Requirements - Equal Employment Opportunity. Various 

contractor, union and minority organizations have prepared specific plans for 

Equal Employment Opportunity. Should such a plan or plans apply to the 

proposed project(s) listed below, the Bid Conditions will be included in the 

Contract Document for that project, and all bidder's, prospective contractors 

and/or subcontractors shall be required to comply with any and all provisions 

set forth therein. 

h. Specifications. The proposed work is to be constructed in accordance with the 

requirements of the Illinois Standard Specifications for Construction of 

Airports, dated January, 1985, the Supplemental Specifications and Recurring 

Special Provisions, adopted July 1, 2004 and the Special Provisions specified in 

the proposal. The Illinois Standard Specifications for Construction of Airports 

and the Supplemental Specifications and Recurring Special Provisions are available 

at www.dot.il.gov/aero/airspecs.html. Printed copies of the Illinois Standard 

Specifications for Construction of Airports may be obtained by applying to the 

Department of Transportation, Division of Aeronautics, Bureau of Engineering, 

Design Section, at Capital Airport/One Langhorne Bond Drive, Springfield, 

Illinois 62707-8415. The order should be accompanied by a check made payable to 

the Division of Aeronautics in the amount of $10.00 for each copy ordered. 


3. Proposed Work: 

-A3- 

1A Vermilion County Airport 

Danville, Illinois 

Vermilion County 

Ill. Proj. DNV-3921 

AIP No. 3-17-0032-xx 

Contract No. VE046 

Rehab. Taxiway A Edge Lighting System – which includes the following major 

work items: 11,770 L.F. UG Cable in UD; 83 Each MITL; 71 Each Remove Stake 

Mounted Light; 13 Each Remove Taxi Guidance Sign; 13 Each Taxi Guidance 

Sign 

Pre-Bid meeting: N/A 

(DBE 4.0%) 

2A Southern Illinois Airport 

Carbondale, Illinois 

Jackson County 

Ill. Proj. MDH-3920 

AIP No. 3-17-0009-B30 

Contract No. SO079 

Replace HIRL on Runway 18L/36R & var. Electrical Upgrades – which includes 

the following major work items: Base Bid: 1 Each L-807 WC-12’ Internally 

Lit; 2 Each Repl. Wind Cone; 16,600 L.F. UG Cable; 1,200 L.F. Control 

Cable; 1 L.S. Install Elect. Equip.; 1 L.S. L-821 Control Panel; 1 L.S. 

Lighting Control System; 780 L.F. 4” Directional Bore; 14,000 L.F. 2” PVC 

Duct Dir. Bury; 6 Each Elect. Handhole; 66 Each HIRL, Base Mounted; 16 

Each HI Thres. Light Base Mtd; 31 Each Rem. Base Mounted Light; 5 Each 

Adj. Rwy. Dist. Remain Sign; 6 Each Relo. Taxi Guid. Sign; 1 Pair Reloc. 

REILs; 1 L.S. Traffic Maint. Add. Alt.1: 1 Each Refurbish 36” Beacon; 

1,200 L.F. 1/C #8 XLP-USE; 62 Each Mod. Exist. Sign Panel; 1 L.S. Upgrade 

A/P Rotating Beacon 


(DBE 4.0%) 

3A Waukegan Regional Airport 

Waukegan, Illinois 

Lake County 

Ill. Proj. UGN-3887 

AIP No. 3-17-0105-B43 

Contract No. WA060 

Paving, Grading & Utilities for SRE Building – which includes the 

following major work items: 102 L.F. Conc Encased Duct; 1,575 C.Y. Uncl. 

Excavation; 70 S.Y. Riprap; 100 Ton Bit. Base Course; 2,937 S.Y. Crushed 

Agg. Base Course; 100 Ton Bit. Surface Course; 2,022 S.Y. 7” PCC Pavement; 

582 S.F. 4” PCC Sidewalk; 351 L.F. RCP; 3 Each Manhole 4’; 95 L.F. 6” 

Ductile Iron Water Main; 1 Each Fire hydrant; 2 Each Water Main Connect; 

245 L.F. Twin 4” PVC Duct, Direct Bury; 2 Each Sanitary Sewer Connect; 

91.9 L.F. 12” DIP for Storm Sewer; 0.7 Acre Seed & Mulch; 350 C.Y. 

Topsoiling (from on site); 10 Each Parking Block 


(DBE 5.5%) 


-A4- 

4A Quad-City International Airport 

Moline, Illinois 

Rock Island County 

Ill. Proj. MLI-3943 

AIP No. 3-17-0068-66 

Contract No. QU013 

Taxiway D Relocation – which includes the following major work items: 

6,255 L.F. UG Cable in UD; 260 L.F. 2-Way Conc Encased Duct; 115 L.F. Conc 

Duct Rem.; 19 Each MITL-Base Mounted; 13 Each Taxi Guid. Sign; 7 Each 

Remove Taxi Guid. Sign; 34 Each Relocate Base Mounted Light; 1 L.S. 

Traffic Maint.; 5,650 C.Y. Uncl. Excavation; 36,550 C.Y. Offsite Borrow 

Excavation; 380 S.Y. Riprap; 5,320 Ton Crushed Agg. Base Course; 230 Ton 

Bit. Surface Course; 9,725 S.Y. PCC Pavement; 6,140 S.Y. Rem. PCC 

Pavement; 8,025 S.F. Pavement Marking; 245 L.F. RCP; 2,725 L.F. 6” Perf. 

Underdrain; 11 Each Manhole-Spec; 20 Each Supply Taxi Guid. Sign Panel; 23 

Acre Seed & Mulch 


(DBE 5.0%) 

5A Logan County Airport 

Lincoln, Illinois 

Logan County 

Ill. Proj. AAA-3956 

AIP No. 3-17-0062-B16 

Contract No. LO026 

Rehab. Runway Access Taxiway & T-Hangar Pavements – which includes the 

following major work items: 97 L.F. UG Cable in UD; 1 L.S. Haul Route; 940 

S.Y. Shoulder Adjustment; 6,166 L.F. Clean & Seal Bit. Cracks; 423 Ton 

Bit. Surface Course-Method 1; 1,027 S.Y. Butt Joint Construction; 220 S.Y. 

Remove & Replace Bit. Pavement; 7,860 S.Y. Porous Friction Course, 0.10’; 

3,139 Gal. Bit. Tack Coat; 6,646 S.F. Pavement Marking-Waterborne; 0.2 

Acre Seeding & Mulching 


(DBE 6.0%) 

6A Benton Municipal Airport 

Benton, Illinois 

Franklin County 

Ill. Proj. H96-3772 

AIP No. 3-17-0005-B12 

Contract No. BN014 

Pavement Marking on Runway 18/36 – which includes the following major work 

items: 31,000 S.F. Pavement Marking-Waterborne; 7,500 S.F. Pavement 

Marking-Black Border 


(DBE 0.0%) 


-A5- 

7A Greater Kankakee Airport 

Kankakee, Illinois 

Kankakee County 

Ill. Proj. IKK-3902 

AIP No. 3-17-0057-B17 

Contract No. KA041 

Rehab. Terminal Apron & Taxiway H, Phase 2 – which includes the following 

major work items: Base Bid: 1 L.S. Mobilization; 17 S.Y. Riprap; 12,000 

L.F. Clean & Seal HMA Cracks; 2,270 Ton Bit. Surface Course; 19,320 S.Y. 

HMA Pavement Milling; 800 S.Y. Rem. & Rep. HMA Pavement; 3,435 Ton Bit. 

Base Course; 48 Each Tie Down; 51 Each Remove Tie Down; 8,565 Gal. Bit. 

Tack Coat; 6,615 S.Y. Tar Emulsion Seal Coat; 0.3 Acre Seeding; 1,345 S.Y. 

Topsoiling; Add. Alt.1: 450 C.Y. Uncl. Excavation; 140 C.Y. Porous Gran. 

Embankment; 1,435 S.Y. Crushed Agg. Base Course-11”; 165 Ton Bit. Surface 

Course; 1,380 Rem. HMA Pavement; 330 Ton Bit. Base Course; 415 Gal. Bit. 

Tack Coat; 0.1 Acre Seeding; 475 S.Y. Topsoiling 


(DBE 4.0%) 


PRE-BID CONFERENCE 

DISTRICT 4 –PRE- BID CONFERENCE 

Plans and Special Provisions for all District 4 contracts for the Letting of 

March 5, 2010 will be available for your review at the District 4 office, 6 th 

floor Training Room from 5:30 P.M to 7:00 PM on Tuesday, February 23, 

2010. The District 4 Office is located at 401 Main Street, Peoria, Illinois. 

All prime contractors and DBE firms are encouraged to attend. There will 

be members from IDOT’s Supportive Services and District 4 to answer any 

questions that you may have. This will be an opportunity for prime 

contractors to indicate projects on which they are interested in receiving 

quotations from DBE firms. Both prime contractors and DBE firms are 

encouraged to review the project goals prior to this pre-bid conference. 

This will be an open house type format and no formal presentation will be 

given. 


REVISIONS TO THE ILLINOIS PREVAILING WAGE RATES 

The Prevailing rates of wages are included in the Contract proposals which are 

subject to Check Sheet #5 of the Supplemental Specifications and Recurring Special 

Provisions. The rates have been ascertained and certified by the Illinois Department 

of Labor for the locality in which the work is to be performed and for each craft or 

type of work or mechanic needed to execute the work of the Contract. As required 

by Prevailing Wage Act (820 ILCS 130/0.01, et seq.) and Check Sheet #5 of the 

Contract, not less than the rates of wages ascertained by the Illinois Department of 

Labor and as revised during the performance of a Contract shall be paid to all 

laborers, workers and mechanics performing work under the Contract. Post the 

scale of wages in a prominent and easily accessible place at the site of work. 

If the Illinois Department of Labor revises the prevailing rates of wages to be paid as 

listed in the specification of rates, the contractor shall post the revised rates of wages 

and shall pay not less than the revised rates of wages. Current wage rate 

information shall be obtained by visiting the Illinois Department of Labor web site at 

http://www.state.il.us/agency/idol/ or by calling 312-793-2814. It is the responsibility 

of the contractor to review the rates applicable to the work of the contract at regular 

intervals in order to insure the timely payment of current rates. Provision of this 

information to the contractor by means of the Illinois Department of Labor web site 

satisfies the notification of revisions by the Department to the contractor pursuant to 

the Act, and the contractor agrees that no additional notice is required. The 

contractor shall notify each of its subcontractors of the revised rates of wages. 


CONTRACTS AWARDED 

----------------- 

THE FOLLOWING AWARDS HAVE BEEN MADE SINCE THE PREVIOUS TRANSPORTATION BULLETIN: 

------------------------------------------------------------------------------------- 

----------------------- 

SEPTEMBER 18, 2009 LETTING 

DESCRIPTION CONTRACTOR 

----------- ---------- 

ITEM NO. 005A CURRAN CONTRACTING COMPANY 

CONTRACT NO. LK007 286 MEMORIAL COURT 

COUNTY(S) MCHENRY CRYSTAL LAKE, IL 60014 

SECTION LAKE IN THE HILLS 

PROJECT(S) 3170112B12-3CK /387/7 

ROUTE 

DISTRICT 01 

AWARDED DATE 12/15/2009 

AWARDED AMOUNT $2,734,867.50 

13 UNSUCCESSFUL BIDDERS 

ITEM NO. 033 D. CONSTRUCTION, INC. 

CONTRACT NO. 83894 1488 SO. BROADWAY 

COUNTY(S) WILL COAL CITY, IL 60416 

SECTION 01-00056-15-BR 

PROJECT(S) BHS-0295/103/000 

ROUTE FAU 369 

DISTRICT 01 


AWARDED AMOUNT $823,897.03 


ITEM NO. 063 K-FIVE CONSTRUCTION CORPORATION 

CONTRACT NO. 63203 13769 MAIN STREET 

COUNTY(S) COOK LEMONT, IL 60439-9733 

SECTION 08-00165-00-RS 

PROJECT(S) ARA-9003/176/000 

ROUTE FAU 2779 

DISTRICT 01 




ITEM NO. 092 VIRGIL COOK & SON, INC. 

CONTRACT NO. 63246 119 NORTH 8TH STREET 

COUNTY(S) KANE P. O. BOX 805 

SECTION 08-00271-00-TL DEKALB, IL 60115 

PROJECT(S) CMM-9003/044/000 


DISTRICT 01 





ITEM NO. 136 HANK'S EXCAVATING & LANDSCAPING, INC. 

CONTRACT NO. 97393 5825 W. STATE ROUTE 161 

COUNTY(S) ST. CLAIR BELLEVILLE, IL 62223-7921 

SECTION 06-00216-00-SW 

PROJECT(S) ARA-00D8/131/000 


DISTRICT 08 




------------------------------------------------------------------------------------- 

----------------------- 

NOVEMBER 06, 2009 LETTING 


----------- ---------- 

ITEM NO. 008 KEELEY & SONS, INC. 

CONTRACT NO. 97397 6303 COLLINSVILLE ROAD (62201) 

COUNTY(S) MADISON P.O. BOX 837 

SECTION 09-00046-00-RS EAST ST. LOUIS, IL 62203 

PROJECT(S) ARA-5011/293/000 


DISTRICT 08 




ITEM NO. 011 AURORA BLACKTOP INC. 

CONTRACT NO. 63299 1065 SARD AVENUE 

COUNTY(S) KANE MONTGOMERY, IL 60538-1218 

SECTION 09-00041-00-RS 

PROJECT(S) ARA-9003/320/000 


DISTRICT 01 




ITEM NO. 012 CENTRAL BLACKTOP CO., INC. 

CONTRACT NO. 63302 6160 EAST AVENUE 

COUNTY(S) COOK HODGKINS, IL 60525 

SECTION 08-00058-00-RS P.O. BOX 2080 

PROJECT(S) ARA-9003/067/000 LAGRANGE, IL 60525-8180 


DISTRICT 01 





ITEM NO. 016 PLOTE CONSTRUCTION INC. 

CONTRACT NO. 63294 1100 BRANDT DRIVE 

COUNTY(S) KANE HOFFMAN ESTATES, IL 60192 

SECTION 09-00109-00-RS 

PROJECT(S) ARA-9003/316/000 


DISTRICT 01 




ITEM NO. 036 OPEN ROAD PAVING COMPANY LLC 

CONTRACT NO. 91408 1414 WEST ANTHONY DRIVE 

COUNTY(S) CHAMPAIGN URBANA, IL 61802 


PROJECT(S) ARA-5181/046/000 CHAMPAIGN, IL 61824-1700 


DISTRICT 05 



1 UNSUCCESSFUL BIDDER 

ITEM NO. 039 CROSS CONSTRUCTION, INC. 

CONTRACT NO. 91419 3615 N. COUNTRYVIEW RD. 

COUNTY(S) VERMILION URBANA, IL 61802 

SECTION 08-00026-00-RS 

PROJECT(S) ARA-5016/039/000 


DISTRICT 05 






COUNTY(S) PIATT URBANA, IL 61802 

SECTION 08-00115-01-RS 

PROJECT(S) ARA-0535/102/000 

ROUTE FAS 535 

DISTRICT 05 






COUNTY(S) CHAMPAIGN DOUGLAS URBANA, IL 61802 

SECTION (205,57,105)RS-2 

PROJECT(S) ACF-0808/036/000 

ROUTE FAP 808 

DISTRICT 05 





ITEM NO. 045 MIDWEST BRIDGE AND CRANE, INC. 

CONTRACT NO. 68478 135 S. CHESTNUT STREET 

COUNTY(S) PEORIA P.O. BOX 188 

SECTION (ZC-15D-BR)BR GOOD HOPE, IL 61438 

PROJECT(S) BRM-6658/003/000 


DISTRICT 04 




ITEM NO. 048 PETER BAKER & SON CO. 

CONTRACT NO. 63278 1349 ROCKLAND ROAD 

COUNTY(S) COOK P.O. BOX 187 

SECTION 09-00062-00-RS LAKE BLUFF, IL 60044-0187 

PROJECT(S) ARA-9003/368/000 


DISTRICT 01 




ITEM NO. 050 CENTRAL BLACKTOP CO., INC. 

CONTRACT NO. 63291 6160 EAST AVENUE 

COUNTY(S) COOK HODGKINS, IL 60525 


PROJECT(S) ARA-9003/218/000 LAGRANGE, IL 60525-8180 


DISTRICT 01 







SECTION 09-00103-00-RS 

PROJECT(S) ARA-5059/013/000 


DISTRICT 05 





CONTRACT NO. 93497 135 S. CHESTNUT STREET 

COUNTY(S) HANCOCK P.O. BOX 188 

SECTION 05-00014-00-BR GOOD HOPE, IL 61438 

PROJECT(S) BROS-0067/136/000 

ROUTE 4TH STREET 

DISTRICT 06 





ITEM NO. 054 HOWELL ASPHALT COMPANY & 

CONTRACT NO. 95596 HOWELL PAVING, INC. 

COUNTY(S) WABASH 1020 N. 13TH STREET 


PROJECT(S) ARA-RS-1819/107/000 MATTOON, IL 61938-1009 

ROUTE FAS 1819 

DISTRICT 07 




ITEM NO. 060 UTILITY DYNAMICS CORPORATION 

CONTRACT NO. 63041 23 COMMERCE DRIVE 

COUNTY(S) COOK OSWEGO, IL 60543 

SECTION 06-00199-00-LS 

PROJECT(S) ARA-00D1/795/000 

ROUTE VARIOUS 

DISTRICT 01 




ITEM NO. 062 SWALLOW CONSTRUCTION CORPORATION 

CONTRACT NO. 63297 4250 LACEY ROAD 

COUNTY(S) DUPAGE DOWNERS GROVE, IL 60515 

SECTION 08-00086-00-RS 

PROJECT(S) ARA-9003/425/000 


DISTRICT 01 




ITEM NO. 063 BRANDT CONSTRUCTION CO. 

CONTRACT NO. 64A04 700 - 4TH ST., WEST 

COUNTY(S) HENRY MILAN, IL 61264-2725 

SECTION 129BR 

PROJECT(S) ACBRF-0638/012/000 

ROUTE FAP 638 

DISTRICT 02 




ITEM NO. 068 IROQUOIS PAVING CORPORATION 

CONTRACT NO. 66862 1889 E. US HWY. 24 

COUNTY(S) FORD P.O. BOX 466 

SECTION [(27-1)VBR&VBR-1]DM WATSEKA, IL 60970-0466 

PROJECT(S) ACIM-0576/185/262 

ROUTE FAI 57 

DISTRICT 03 






CONTRACT NO. 76C38 6303 COLLINSVILLE ROAD (62201) 

COUNTY(S) ST CLAIR P.O. BOX 837 

SECTION 82-1-10N,TS EAST ST. LOUIS, IL 62203 

PROJECT(S) 

ROUTE FAU 9166/9180 

DISTRICT 08 




ITEM NO. 081 PETROFF TRUCKING COMPANY, INC. 

CONTRACT NO. 76C68 3469 RT 111 

COUNTY(S) ST CLAIR PONTOON BEACH, IL 62040 

SECTION 82-1DM-1 P.O. BOX 838 

PROJECT(S) COLLINSVILLE, IL 62234 

ROUTE FAP 998 

DISTRICT 08 






COUNTY(S) ST CLAIR P.O. BOX 837 

SECTION 82-2VB-2 EAST ST. LOUIS, IL 62203 

PROJECT(S) ACBHI-0641/123/002 

ROUTE FAI 64 

DISTRICT 08 




ITEM NO. 086 R. A. CULLINAN & SON, INC. 

CONTRACT NO. 89415 121 WEST PARK 

COUNTY(S) FULTON P. O. BOX 166 

SECTION 03-00125-02-RS TREMONT, IL 61568-0166 

PROJECT(S) ARA-RS-1458/103/000 

ROUTE FAS 1458 

DISTRICT 04 




ITEM NO. 100 LORIG CONSTRUCTION COMPANY 

CONTRACT NO. 60407 250 EAST TOUHY AVE. 

COUNTY(S) COOK DES PLAINES, IL 60018 

SECTION 465VB-R-1 

PROJECT(S) ACBRF-0330/058/000 

ROUTE FAP 330 

DISTRICT 01 







COUNTY(S) DUPAGE DES PLAINES, IL 60018 

SECTION 98-00313-00-BR 

PROJECT(S) HPP-2106/002/000 

ROUTE ILLINOIS PRAIRIE PATH 

DISTRICT 01 




ITEM NO. 106 P. T. FERRO CONSTRUCTION CO. 

CONTRACT NO. 63263 700 S. ROWELL AVE. (60433) 

COUNTY(S) WILL P.O. BOX 156 

SECTION 09-00034-06-RS JOLIET, IL 60434-0156 

PROJECT(S) ARA-9003/466/000 

ROUTE FAP 357 

DISTRICT 01 




ITEM NO. 108 HECKER AND COMPANY, INC. 

CONTRACT NO. 63270 250 E. INDUSTRIAL LANE 

COUNTY(S) COOK WHEELING, IL 60090 

SECTION 08-00086-00-LT 

PROJECT(S) M-9003/087/000 


DISTRICT 01 




ITEM NO. 110 ARROW ROAD CONSTRUCTION COMPANY 

CONTRACT NO. 63281 3401 S. BUSSE ROAD 

COUNTY(S) COOK P.O. BOX 334 

SECTION 09-00282-00-RS MT. PROSPECT, IL 60056-0334 

PROJECT(S) ARA-9003/376/000 


DISTRICT 01 




ITEM NO. 111 ABBEY PAVING & SEALCOATING CO. 

CONTRACT NO. 63284 2319 DIEHL ROAD 

COUNTY(S) COOK AURORA, IL 60504 

SECTION 09-00058-00-RS 

PROJECT(S) ARA-9003/394/000 


DISTRICT 01 








SECTION 09-00017-00-RS 

PROJECT(S) ARA-9003/318/000 

ROUTE FAU 98 

DISTRICT 01 







SECTION 09-00177-00-RS 

PROJECT(S) M-9003/314/000 


DISTRICT 01 




ITEM NO. 116 BRANDT CONSTRUCTION CO. 

CONTRACT NO. 64F30 700 - 4TH ST., WEST 

COUNTY(S) WHITESIDE MILAN, IL 61264-2725 

SECTION (7B)M-3 

PROJECT(S) 

ROUTE FAP 309 

DISTRICT 02 





CONTRACT NO. 72B95 135 S. CHESTNUT STREET 

COUNTY(S) SCHUYLER P.O. BOX 188 

SECTION (87B)BR GOOD HOPE, IL 61438 

PROJECT(S) ACBHF-0310/138/000 

ROUTE FAP 310 

DISTRICT 06 







SECTION 07-00419-00-RS 

PROJECT(S) ARA-HSIP-0531/108/000 

ROUTE FAS 531 

DISTRICT 05 







COUNTY(S) VERMILION URBANA, IL 61802 

SECTION 05-00050-00-RS 

PROJECT(S) ARA-M-5031/008/000 


DISTRICT 05 




ITEM NO. 128 CHARLES E. MAHONEY CO. 

CONTRACT NO. 97399 209 SERVICE STREET 

COUNTY(S) CALHOUN BELLEVILLE, IL 62226 

SECTION 09-00046-01-RS 

PROJECT(S) ARA-0754/113/000 

ROUTE FAS 754 

DISTRICT 08 






COUNTY(S) RANDOLPH P.O. BOX 837 

SECTION 09-00059-00-RS EAST ST. LOUIS, IL 62203 

PROJECT(S) ARA-5014/009/000 

ROUTE VARIOUS 

DISTRICT 08 




ITEM NO. 137 K-FIVE CONSTRUCTION CORPORATION 

CONTRACT NO. 63296 13769 MAIN STREET 

COUNTY(S) COOK LEMONT, IL 60439-9733 

SECTION 09-00124-00-RS 

PROJECT(S) ARA-9003/302/000 


DISTRICT 01 






COUNTY(S) DUPAGE DES PLAINES, IL 60018 

SECTION 532B-1 

PROJECT(S) ACM-2578/005/000 


DISTRICT 01 





ITEM NO. 144 DAVIS CONCRETE CONSTRUCTION COMPANY 

CONTRACT NO. 63253 11633 SOUTH MAYFIELD AVENUE 

COUNTY(S) DUPAGE ALSIP, IL 60803-2495 

SECTION 09-00040-00-SW 

PROJECT(S) ARA-9003/515/000 


DISTRICT 01 




ITEM NO. 146 ABBEY PAVING & SEALCOATING CO. 

CONTRACT NO. 63267 2319 DIEHL ROAD 

COUNTY(S) COOK AURORA, IL 60504 

SECTION 09-00031-00-PV 

PROJECT(S) ARA-9003/387/000 


DISTRICT 01 






COUNTY(S) COOK HOFFMAN ESTATES, IL 60192 

SECTION 09-00084-00-RS 

PROJECT(S) ARA-9003/345/000 

ROUTE FAU 2537 & FAU 1344 

DISTRICT 01 




ITEM NO. 149 A. LAMP CONCRETE CONTRACTORS, INC. 

CONTRACT NO. 63269 800 W. IRVING PARK RD. 

COUNTY(S) COOK SCHAUMBURG, IL 60193 

SECTION 09-00059-00-CH 

PROJECT(S) ARA-9003/340/000 

ROUTE FAP 348 

DISTRICT 01 




ITEM NO. 163 CHARLES E. MAHONEY CO. 

CONTRACT NO. 97401 209 SERVICE STREET 

COUNTY(S) MADISON BELLEVILLE, IL 62226 

SECTION 09-00190-00-RS 

PROJECT(S) ARA-5011/274/000 


DISTRICT 08 





ITEM NO. 167 DUNNET BAY CONSTRUCTION COMPANY 

CONTRACT NO. 62539 115 N. BRANDON DR. 

COUNTY(S) COOK GLENDALE HEIGHTS, IL 60139 

SECTION 3249B-R 

PROJECT(S) BRM-2843/007/000 


DISTRICT 01 




ITEM NO. 168 IROQUOIS PAVING CORPORATION 

CONTRACT NO. 62542 1889 E. US HWY. 24 

COUNTY(S) WILL P.O. BOX 466 

SECTION 2002-113R WATSEKA, IL 60970-0466 

PROJECT(S) ACF-ACBHF-000S/688/000 

ROUTE FAP 332/876 

DISTRICT 01 




ITEM NO. 171 CURRAN CONTRACTING COMPANY 

CONTRACT NO. 63234 286 MEMORIAL COURT 

COUNTY(S) MCHENRY CRYSTAL LAKE, IL 60014 

SECTION 09-00011-00-RS 

PROJECT(S) ARA-9003/352/000 

ROUTE FAU 166 

DISTRICT 01 




ITEM NO. 172 GALLAGHER ASPHALT CORPORATION 

CONTRACT NO. 63259 18100 SOUTH INDIANA AVENUE 

COUNTY(S) COOK THORNTON, IL 60476 

SECTION 09-00058-00-RS 

PROJECT(S) M-9003/339/000 


DISTRICT 01 




ITEM NO. 175 D. CONSTRUCTION, INC. 

CONTRACT NO. 66908 1488 SO. BROADWAY 

COUNTY(S) BUREAU COAL CITY, IL 60416 

SECTION 06-[7BR&BR-1,7VB-M,6BR&6,7ETC] 

PROJECT(S) ACBRF-ACNHI-0802/065/062 

ROUTE FAI 80 

DISTRICT 03 





ITEM NO. 191 HANK'S EXCAVATING & LANDSCAPING, INC. 

CONTRACT NO. 97342 5825 W. STATE ROUTE 161 

COUNTY(S) ST. CLAIR BELLEVILLE, IL 62223-7921 

SECTION 05-00207-00-PV 

PROJECT(S) M-HPP-0162/007/000 


DISTRICT 08 




------------------------------------------------------------------------------------- 

----------------------- 

CONTRACTS REJECTED 

------------------ 

THE FOLLOWING REJECTIONS HAVE BEEN MADE SINCE THE PREVIOUS TRANSPORTATION BULLETIN 

------------------------------------------------------------------------------------- 

----------------------- 

JANUARY 15, 2010 LETTING 


----------- ---------- 

ITEM NO. 112 ERA-VALDIVIA CONTRACTORS, INC. 

CONTRACT NO. 74401 11909 SOUTH AVENUE O 

COUNTY(S) CUMBERLAND CHICAGO, IL 60617 

SECTION D7 BRIDGE PAINTING 2010-1 

PROJECT(S) 

ROUTE FAI 57 

DISTRICT 07 

REJECTED AMOUNT $342,013.20 

ITEM NO. 192 HOMER TREE SERVICE, INC. 

CONTRACT NO. 74425 14000 S. ARCHER AVENUE 

COUNTY(S) MACON LOCKPORT, IL 60441 

SECTION D7 SAFETY TREE REM 2010-1 

PROJECT(S) ACHSIP-0714/018/000 

ROUTE FAP 714 

DISTRICT 07 

REJECTED AMOUNT $179,323.76 


THIS PAGE INTENTIONALLY LEFT BLANK 


Part I. Work Under Contract 

Affidavit of Availability 

For the Letting of 

Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued 

unless both sides of this form are completed in detail. Use additional forms as needed to list all work. 

List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded 

or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon 

the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE. 

County and Section Number 

Contract With 

Estimated Completion Date 

Total Contract Price 

Uncompleted Dollar Value if Firm is 

the Prime Contractor 

Uncompleted Dollar Value if Firm is 

the Subcontractor 

Part II. Awards Pending and Uncompleted Work to be done with your own forces. 

1 2 3 4 Awards Pending 

Total Value of All Work 

List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work 

subcontracted to others will be listed on the reverse of this form. In a joint venture, list only that portion of the work to be done by your 

company. If no work is contracted, show NONE. 

Earthwork 

Portland Cement Concrete Paving 

HMA Plant Mix 

HMA Paving 

Clean & Seal Cracks/Joints 

Aggregate Bases & Surfaces 

Highway, R.R. and Waterway Structures 

Drainage 

Electrical 

Cover and Seal Coats 

Concrete Construction 

Landscaping 

Fencing 

Guardrail 

Painting 

Signing 

Cold Milling, Planning & Rotomilling 

Demolition 

Pavement Markings (Paint) 

Other Construction (List) 

Totals 

Bureau of Construction 

2300 South Dirksen Parkway/Room 322 


Accumulated 

Totals 

Accumulated 

Totals 

Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the “Illinois Procurement Code." Failure to comply will result in 

non-issuance of an "Authorization To Bid." This form has been approved by the State Forms Management Center. 

Printed 11/21/2008 Page 1 of 2 BC 57 (Rev. 08/20/08)

Part III. Work Subcontracted to Others. 

For each contract described in Part I, list all the work you have subcontracted to others. 

Subcontractor 

Type of Work 

Subcontract Price 

Amount 

Uncompleted 

Subcontractor 



Amount 

Uncompleted 

Subcontractor 



Amount 

Uncompleted 

Subcontractor 



Amount 

Uncompleted 

Subcontractor 



Amount 

Uncompleted 

Total Uncompleted 

1 2 3 4 Awards Pending 

I, being duly sworn, do hereby declare that this affidavit is a true and correct statement relating to ALL uncompleted contracts of the 

undersigned for Federal, State, County, City and private work, including ALL subcontract work, ALL pending low bids not yet awarded 

or rejected and ALL estimated completion dates. 

Subscribed and sworn to before me 

this day of , Type or Print Name 

Notary Public 

My commission expires 

(Notary Seal) 

Signed 

Company 

Address 

Officer or Director Title 

Printed 11/21/2008 Page 2 of 2 BC 57 (Rev. 08/20/08)

TYPE OR USE BLACK INK 


ELECTRONIC PLANS AND PROPOSALS 

Request for Authorization to 

Bid/or Not For Bid Status 

Contractor Number 

Letting Date 

Plans and/or proposals may be downloaded from the Department’s Web Site located at http://www.dot.il.gov at no cost. 

Firms wishing to bid directly to the Department MUST request Authorization to Bid. Prospective bidders must also submit an 

Affidavit of Availability. Does not apply to Small Business Set-Asides. 

Firms downloading plans and/or proposals that do not wish to bid directly to the Department will not be placed on the Not For 

Bid list unless they request to be added to the list. Such requests shall be made by submitting a Request for Authorization to 

Bid/or Not For Bid Status form (BDE 124INT). 

The Department offers plans and proposals in electronic format ONLY. 

Part A: I plan to bid as a prime contractor and hereby request Authorization to Bid the following items: 

Upon receipt of the required original Affidavit of Availability, IDOT will review the request and issue an "Authorization to Bid" only on the items listed in 

Part A. Firms wishing to be listed on the FOR BID list for Small Business Set-Asides may also complete Part A. 

Requestor Remarks: 

Bureau of Design & Environment 

2300 South Dirksen Parkway / Room 326 


Part B: Please list our Company on the Not For Bid List for the following items: 

TO EXPEDITE THIS REQUEST, FOLLOW INSTRUCTIONS ON PAGE TWO. 

E-Mail: 

Requestor Phone No.: 

Company: 

Street Address:(**) 

Requestor Fax No.: 

Post Office Box No.:(**) 

For United Parcel Delivery 

City State Zip Code 

Box No. For First Class Delivery 

City State Zip Code 

Requested By Dept. Of Human Rights No.(*) Exp. Date 

(*) To be obtained from Department of Human Rights, Compliance Division Copies to: 

Public Contracts Unit, 100 W. Randolph, Suite 10-100, Chicago, Illinois 60601 

(**) Complete street address and post office box are required. 

Construction Plans & Proposal 

On joint venture request use address of joint venture. Department Customer 

Printed 10/29/2009 Page 1 of 2 BDE 124INT (Rev. 10/22/09)

Instructions 

Requests for Authorization to Bid must be accompanied by an original Form BC-57, Affidavit of Availability. Does not apply for Small 

Business Set-Asides. 

Authorization to Bid will not be issued after the time and date specified in paragraph 1 (a) and 1 (b) of the Transportation Bulletin. 

How to Expedite this Request 

1. Using Black Ink complete the request form listing all item numbers requested in numerical order. 

2. E-mail the completed request form to D&Econtracts@dot.il.gov or Fax to 217-785-1141. 

3. Do Not make any changes on the request form after it has been faxed. Additional items will require a supplemental request. 

4. Mail hard copy of the request form to IDOT. If requesting Authorization to Bid, the requestor should also include the required 

Affidavit of Availability with an original signature. The preceding does not apply to Small Business Set-Asides. 

ABOUT IDOT PROPOSALS: All proposals issued by IDOT are potential bidding proposals. Each proposal contains all Certifications 

and Affidavits, a Proposal Signature Sheet and a Proposal Bid Bond required for Prime Contractors to submit a bid after written 

Authorization to Bid has been issued by IDOT’s Central Bureau of Construction. Small Business Set-Asides do not require 

Authorization to Bid or a Proposal Bid Bond. 

ADDENDA/REVISIONS: Those contractors downloading proposals from the internet are responsible for checking the Department’s web 

site (http://www.dot.il.gov) for any ADDENDA or REVISIONS that may effect the downloaded proposal. An Addenda/Revision tracking 

sheet is on the Department’s web site and notification may be e-mailed, upon subscribing to Departments’ subscription service. Once an 

Addendum or Revision is confirmed, the updated material may be downloaded from the internet. It is the contractor’s responsibility to 

download the updated Proposal to receive the updated information. 

HOW TO OBTAIN ELECTRONIC PLANS & PROPOSALS? Download from IDOT’s website at http://www.dot.il.gov. 

WHO CAN BID? Bids will be accepted from only those companies that request and receive written Authorization to Bid from IDOT. 

The preceding does not apply to items designated as Small Business Set-Asides. 

WHAT CONSTITUTES WRITTEN AUTHORIZATION TO BID? When a prospective prime bidder submits this form, he/she must 

indicate at that time which items are being requested For Bidding purposes. Only those items requested For Bidding will be analyzed. 

After the request has been analyzed, the bidder will be issued a Proposal Denial and/or Authorization Form, approved by the 

Central Bureau of Construction that indicates which items have been approved For Bidding. If Authorization to Bid cannot be 

approved, the Proposal Denial and/or Authorization Form will indicate the reason for denial. The preceding does not apply to items 

designated as Small Business Set-Asides. 

ABOUT AUTHORIZATION TO BID: Firms that have not received an authorization form within a reasonable time of complete and 

correct original document submittal should contact the department as to status. This is critical in the week before the letting. These 

documents must be received by three days before the letting date. Firms unsure as to authorization status should call the 

Prequalification Section of the Bureau of Construction at the number listed at the end of these instructions for items subject to 

prequalification. For Small Business Set-aside items contact the Contracts Office. The preceding does not apply to items designated as 

Small Business Set-Asides. 

WHAT MUST BE INCLUDED WHEN BIDS ARE SUBMITTED? Bidders need not return the entire proposal when bids are submitted. 

That portion of the proposal that must be returned includes all documents from the Proposal Cover Sheet through the Proposal Bid Bond 

and other special documentation and/or information that may be required by the contract special provisions. All proposal documents, 

including Proposal Guaranty Checks or Proposal Bid Bonds, should be stapled together to prevent loss when bids are processed by 

IDOT personnel. 

ABOUT SUBMITTING BIDS: It is recommended that bidders deliver bids in person to insure they arrive at the proper location prior to 

the time specified for the receipt of bids. Any bid received at the place of letting after the time specified will not be accepted. 

WHO SHOULD BE CALLED IF ASSISTANCE IS NEEDED? 

Questions Regarding Call 

Prequalification and/or Authorization to Bid 217/782-3413 

Preparation and submittal of bids (Contracts Office) 217/782-7806 

Electronic plans/proposals 217/782-7806 

Printed 10/29/2009 Page 2 of 2 BDE 124INT (Rev. 10/22/09)

special notice - Illinois Department of Transportation

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