Notice of Letting Bulletin - Illinois Department of Transportation · 2020-01-28 · IMPORTANT...

Notice of Letting

Transportation BulletinIllinois Department of Transportation

2300 South Dirksen Parkway, Springfield, Illinois 62764

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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 February 22, 2010 Revision No. 1: Item No. 32 reads (Completion Date: November 19, 2010). The description has been changed to read (Completion Date: November 19, 2010 plus 5 Working Days). Revision No. 2: Item No. 45 reads includes 825,000 sq ft PCC sidewalk removal and replacement. The description has been changed to read 825 sq ft PCC sidewalk removal and replacement. Revision No. 3: Item No. 62 reads (Job No. C-91-850-0009) (1-77961-0000). The description has been changed to read (Job No. C-91-085-0009) (1-77961-0000). Revision No. 4: Item No. 87 shows no Federal Project No. A Federal Project No. has been added ACF-0022(076). Revision No. 5: Item No. 138 reads (Completion Date: October 15, 2010). The description has been changed to read (Completion Date: October 15, 2010 Plus 5 Working Days). Revision No. 6: Item No. 141 shows no Federal Project No. A Federal Project No. has been added ACM-2857(008). Revision No. 7: Item No. 156 the description reads Section 105(RS-6); 106(RS-4). The description has been changed to read Section 105(RS-6,W-2);& 106(RS-4). Revision No. 8: Item No. 168 has been WITHDRAWN from the Letting. Revision No. 9: Item No. 181 the description reads St. Clair County. The description has been changed to read Madison County. Revision No. 10: Item No. 192 reads Project ACNHI-039-1(28)097. The description has been changed to read Project ACNHI-039-1(028)097. Revision No. 11: Item No. 193 has been WITHDRAWN from the Letting. Revision No. 12: Item No. 203 has been WITHDRAWN from the Letting. Revision No. 13: Item No. 221 (Completion Date: August 13, 2010). The description has been changed to read (Completion Date: August 13, 2010 Plus 10 Working Days). Revision No. 14: Item No. 230 (Completion Date: December 31, 2010). The description has been changed to read (Completion Date: December 31, 2011). Revision No. 15: Item No. 233 has been WITHDRAWN from the Letting.

Revised Notice of Letting Bulletin March 5, 2010 Letting published February 23, 2010

Revision No. 16: Item No. 238 shows no Federal Project No. A Federal Project No. has been added ACNHF-0307(028). Revision No. 17: Item No. 239 shows no Federal Project No. A Federal Project No. has been added ACNHF-0348(045). Revision No. 18: Item No. 260 reads Project IM-57-5(194)212. The description has been changed to read Project IM-057-5(194)212. Revision No. 19: Item No. 269 has been WITHDRAWN from the Letting. Revision No. 20: Item No. 270 the description reads Will County. The description has been changed to read Cook County. Revision No. 21: Item No. 289 has been WITHDRAWN from the Letting.


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 [email protected].


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

mailto: [email protected]

http://law.justia.com/illinois/codes/chapter7/7747.html

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 [email protected] 2300 South Dirksen Parkway 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. Questions concerning this Bulletin should be directed to:

Ryan Sheley Rm 326 (217) 782-7806 [email protected]

Ted Walschleger Rm 330 (217) 782-4894 [email protected]

2300 South Dirksen Parkway Springfield, IL 62764




Professional Transportation Bulletin Contains information pertaining to the advertisement for offers of interest for professional services for Department of Transportation projects. Questions concerning this Bulletin should be directed to:

Carrie Kowalski or E-mail [email protected] 2300 South Dirksen Parkway Room 330 Springfield, IL 62764



“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.


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PEV (CONTINUED) INSURANCE REQUIREMENTS ON LOCAL ROADS AND STREETS’ PROJECTS JOINT IDOT INSPECTORS/ PAINTING CONTRACTORS ANNUAL MEETING CERTIFICATION OF METAL FABRICATORS STAY INFORMED!

James Krstulovich Applied Pavement Technology, Inc. (217) 398-3977 [email protected] Angela Wolters Applied Pavement Technology, Inc. (217) 398-3977 [email protected] If you have any questions regarding the PEV Program, please contact the following individual at the Bureau of Materials and Physical Research: LaDonna Rowden Illinois Department of Transportation Bureau of Materials and Physical Research (217) 782-8582 [email protected] 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.


mailto:[email protected]

http://www.dot.il.gov/blr/lrs/LR107-4.pdf

http://www.dot.il.gov/desenv/spec2007/div100.pdf

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 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 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.


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

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.


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

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.


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

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: [email protected] 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 [email protected]

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: 1. Address the e-mail message to: [email protected] 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. For example: signoff IDOTContractorsPacket (Do Not Include Any OtherText) 3. Send the message. 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 [email protected].




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

INSTRUCTIONS FOR SUBSCRIBING

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

and Environment Manual and Procedure Memorandum Updates 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: [email protected] 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 IDOTBDEManualUpdates (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.


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

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

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:

1. Address the e-mail message to: [email protected] 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 IDOTBDEManualUpdates

(Do Not Include Any Other Text) 3. Send the message. 4. A confirmation e-mail will be sent to you removing you from the subscription list.

If you have questions, contact Tim Garman at (217)524-1642 or [email protected]




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

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: [email protected] 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 (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 at [email protected]

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:

1. Address the e-mail message to: [email protected] 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

(Do Not Include Any Other Text) 3. Send the message. 4. A confirmation e-mail will be sent to you removing you from the subscription list.

If you have questions, contact Tim Garman at (217)524-1642 or at [email protected]


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



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 Centerand operates a toll-free “hotline” Monday through Friday, 8:00 a.m. to 5:00 p.m., easterntime. Anyone with knowledge of possible bid rigging, bidder collusion, DBE fraud orother fraudulent activities should use the following hotline number or address to reportsuch 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 highwayconstruction contract fraud and abuse and is operated under the direction of USDOT’sInspector General. All information will be treated confidentially and caller anonymity willbe respected.


Transportation Bulletin

Pre‐Qualification "Cut Off"

Joint Venture "Cut Off"

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

3/19/2010 4/2/2010 4/16/2010 4/20/2010 4/23/2010 Submit With Bid

5/7/2010 5/21/2010 6/4/2010 6/8/2010 6/11/2010 Submit With Bid

6/25/2010 7/9/2010 7/23/2010 7/27/2010 7/30/2010 Submit With Bid

8/13/2010 8/27/2010 9/10/2010 9/14/2010 9/17/2010 Submit With Bid

10/1/2010 10/15/2010 10/29/2010 11/3/2010 11/5/2010 Submit With Bid

12/10/2010 1/3/2011 1/14/2011 1/18/2011 1/21/2011 Submit With Bid

2/4/2011 2/18/2011 3/4/2011 3/8/2011 3/11/2011 Submit With Bid

3/25/2011 4/8/2011 4/22/2011 4/26/2011 4/29/2011 Submit With Bid

5/13/2011 5/27/2011 6/10/2011 6/14/2011 6/17/2011 Submit With Bid

7/1/2011 7/15/2011 7/29/2011 8/2/2011 8/5/2011 Submit With Bid

8/19/2011 9/2/2011 9/16/2011 9/20/2011 9/23/2011 Submit With Bid

10/14/2011 10/28/2011 11/14/2011 11/15/2011 11/18/2011 Submit With Bid

12/9/2011 12/30/2011 1/13/2012 1/17/2012 1/20/2012 Submit With Bid

2/3/2012 2/17/2012 3/2/2012 3/6/2012 3/9/2012 Submit With Bid

3/23/2012 4/6/2012 4/20/2012 4/24/2012 4/27/2012 Submit With Bid

5/11/2012 5/25/2012 6/8/2012 6/12/2012 6/15/2012 Submit With Bid

6/29/2012 7/13/2012 7/27/2012 7/31/2012 8/3/2012 Submit With Bid

8/17/2012 8/31/2012 9/14/2012 9/18/2012 9/21/2012 Submit With Bid

10/5/2012 10/19/2012 11/2/2012 11/6/2012 11/9/2012 Submit With Bid

IDOT LETTING SCHEDULE

2009 - 2012


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 [email protected]


1

- 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: [email protected] 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: [email protected] 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


http://www.dot.il.gov/Forms/SBE%202026.doc

http://www.dot.il.gov/Forms/SBE%202025.docx

http://www.dot.il.gov/sbe/Hutson bios.pdf

2

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: [email protected] 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: [email protected] 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: [email protected] 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


http://www.dot.il.gov/sbe/Pavia-Marting%20bios,%2010.13.09.pdf

http://www.dot.il.gov/sbe/ESI%20bios.pdf

http://www.dot.il.gov/sbe/Quigg%20bios.pdf

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.


SPECIAL NOTICE

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

[email protected]


SPECIAL NOTICE:

RRUULLEE FFOORR SSUUBBMMIITTTTAALL OOFF DDBBEE UUTTIILLIIZZAATTIIOONN PPLLAANNSS 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.


SPECIAL NOTICE

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).


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http://www.dot.il.gov/Forms/BC%20260A.doc

http://www.dot.il.gov/Forms/BC%20261.doc

SPECIAL NOTICE

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 Set-asides 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 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. 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: [email protected]



Illinois Department of Transportation

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 2300 South Dirksen Parkway

Springfield, IL 62764 (217)782-7806

Fax: (217)785-1141 TDD: (217)524-4875

[email protected]

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.


mailto:[email protected]

http://www.ilga.gov/commission/jcar/admincode/044/04400650sections.html



(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.


http://www.dot.il.gov/Forms/BDE%20124INT.doc

http://www.dot.il.gov/Forms/bc%2057.xls

http://www.dot.il.gov/Forms/bc2267.dot

http://www.dot.il.gov/Forms/BDE%20124INT.doc

http://www.dot.il.gov/Forms/bc%2057.xls

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 .


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March 5, 2010 Letting Index Listing

PAVEMENT 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


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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


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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


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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 106. Various D 3 H-T PVMNT MRK RPR 10-22 VARIOUS VARIOUS 107. Various D 5 H-T PVMNT MRK RPR 10-24 VARIOUS VARIOUS 108. Various D 7 H-T PVMNT MRK RPR 10-26 VARIOUS VARIOUS 103. Various D 8 H-T PVMNT MRK RPR 10-27 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


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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


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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) (See Special Provisions for DBE Percentage)

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) (See Special Provisions for DBE Percentage)

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) (Job No. C-91-847-09) (1-70065-0000) (See Special Provisions for DBE Percentage)

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) (Job No. C-91-221-04) (1-70103-0000) (See Special Provisions for DBE Percentage)


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7. Contract No. 63311 Cook County District 1 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) (Job No. C-91-770-09) (1-20807-0000) (See Special Provisions for DBE Percentage)

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) (Job No. C-91-795-09) (1-20796-0000) (See Special Provisions for DBE Percentage)


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). (35 Working Days) (Job No. C-91-686-09) (1-20774-0010) (See Special Provisions for DBE Percentage)


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 requires insurance that names additional insureds). (15 Working Days) (Job No. C-91-777-09) (1-20812-0000) (See Special Provisions for DBE Percentage)


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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; Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). (15 Working Days) (Job No. C-91-619-09) (1-20803-0000) (See Special Provisions for DBE Percentage)


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) (Job No. C-91-075-10) (1-20779-0010) (See Special Provisions for DBE Percentage)


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 contract requires insurance that names additional insureds). (15 Working Days) (Job No. C-91-107-10) (1-20765-0010) (See Special Provisions for DBE Percentage)


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) (See Special Provisions for DBE Percentage)


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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 Vermilion 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) (See Special Provisions for DBE Percentage)

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) (Job No. C-97-061-09) (7-50218-0000) (See Special Provisions for DBE Percentage)

19. Contract No. 74418 Coles County District 7

Section 4RS-1,114RS-2 FAP Route 832 (IL 49) 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) (Job No. C-97-133-09) (7-50325-0000) (See Special Provisions for DBE Percentage)

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 Special Provision for this contract requires insurance that names additional insureds). (15 Working Days) (Job No. C-94-112-06) (4-10232-0010) (See Special Provisions for DBE Percentage)


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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 Provision for this contract requires insurance that names additional insureds). (45 Working Days) (Job No. C-96-210-10) (6-10436-0000) (See Special Provisions for DBE Percentage)

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 contract requires insurance that names additional insureds). (35 Working Days) (Job No. C-96-240-10) (6-10434-0010) (See Special Provisions for DBE Percentage)

24. Contract No. 93518 Sangamon County District 6

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) (Job No. C-96-222-10) (0-09910-0000) (See Special Provisions for DBE Percentage)


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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; Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). (25 Working Days) (Job No. C-99-541-09) (9-10382-0010) (See Special Provisions for DBE Percentage)

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 requires insurance that names additional insureds). (120 Working Days) (Job No. C-99-509-09) (9-10329-0010) (See Special Provisions for DBE Percentage)

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) (See Special Provisions for DBE Percentage)

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) (Job No. C-98-310-10) (8-10307-0000) (See Special Provisions for DBE Percentage)

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 protection; Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). (80 Working Days) (Job No. C-91-165-10) (0-09910-0000) (See Special Provisions for DBE Percentage)


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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) (See Special Provisions for DBE Percentage)

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 Plus 5 Working Days) (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) (Job No. C-93-125-08) (3-42100-0100) (See Special Provisions for DBE Percentage)

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) (See Special Provisions for DBE Percentage)


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35. Contract No. 76706 Madison County District 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) (See Special Provisions for DBE Percentage)

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) (Job No. C-99-014-10) (9-00565-0000) (See Special Provisions for DBE Percentage)

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 contract requires insurance that names additional insureds). (60 Working Days) (Job No. C-96-204-10) (6-10372-0000) (See Special Provisions for DBE Percentage)

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 funded; (A Special Provision for this contract requires insurance that names additional insureds). (25 Working Days) (Job No. C-96-228-07) (6-10222-0010) (See Special Provisions for DBE Percentage)

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 funded; (A Special Provision for this contract requires insurance that names additional insureds). (55 Working Days) (Job No. C-96-200-03) (6-10009-0000) (See Special Provisions for DBE Percentage)


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40. Contract No. 93516 Sangamon County District 6 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 funded; (A Special Provision for this contract requires insurance that names additional insureds). (65 Working Days) (Job No. C-96-216-10) (6-10435-0000) (See Special Provisions for DBE Percentage)

41. Contract No. 93519 Scott County District 6

Section 09-00006-02-BR FAS Route 605 (CH 3) Project ARA-605(107) 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 Provision for this contract requires insurance that names additional insureds). (20 Working Days) (Job No. C-96-200-10) (6-10426-0000) (See Special Provisions for DBE Percentage)

42. DELETED FROM LETTING 43. Contract No. 63271 Cook County District 1

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; Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). (20 Working Days) (Job No. C-91-657-09) (1-20595-0000) (See Special Provisions for DBE Percentage)


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 requires insurance that names additional insureds). (40 Working Days) (Job No. C-91-752-09) (1-20797-0000) (See Special Provisions for DBE Percentage)


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 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 Provision for this contract requires insurance that names additional insureds). (35 Working Days) (Job No. C-91-045-10) (1-20802-0000) (See Special Provisions for DBE Percentage)


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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) (See Special Provisions for DBE Percentage)

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 control and protection; Federally funded. (40 Working Days) (Job No. C-91-031-10) (1-78298-0000) (See Special Provisions for DBE Percentage)


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 Special Provision for this contract requires insurance that names additional insureds). (15 Working Days) (Job No. C-91-135-10) (1-20798-0000) (See Special Provisions for DBE Percentage)


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 insureds). (30 Working Days) (Job No. C-91-783-09) (1-20769-0010) (See Special Provisions for DBE Percentage)


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 funded; (A Special Provision for this contract requires insurance that names additional insureds). (60 Working Days) (Job No. C-91-285-10) (0-09910-0000) (See Special Provisions for DBE Percentage)


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51. Contract No. 63431 Cook County District 1 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 requires insurance that names additional insureds). (20 Working Days) (Job No. C-91-154-10) (0-09919-0000) (See Special Provisions for DBE Percentage)

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 funded; (A Special Provision for this contract requires insurance that names additional insureds). (15 Working Days) (Job No. C-98-317-10) (8-10407-0010) (See Special Provisions for DBE Percentage)

53. Contract No. 93520 Mason County District 6

Section 09-00065-00-ST Various Routes Project ARA-125(18) 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 funded; (A Special Provision for this contract requires insurance that names additional insureds). (15 Working Days) (Job No. C-96-252-10) (6-10428-0000) (See Special Provisions for DBE Percentage)


Section 09-00176-01-LS (GRANITE CITY) FAP Route 2 (IL 3) Project ARA-5011(300) 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 insureds). (15 Working Days) (Job No. C-98-314-10) (0-09910-0000) (See Special Provisions for DBE Percentage)

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 Provision for this contract requires insurance that names additional insureds). (25 Working Days) (Job No. C-99-514-10) (9-10378-0010) (See Special Provisions for DBE Percentage)

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 contract requires insurance that names additional insureds). (25 Working Days) (Job No. C-99-546-08) (9-10345-0000) (See Special Provisions for DBE Percentage)

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; Federally funded. (60 Working Days) (Job No. C-97-120-09) (7-50238-0000) (See Special Provisions for DBE Percentage)


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In accordance with the requirements of the Governor’s Executive Order #2003-13, this project contains a Project Labor 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) (Job No. C-95-023-09) (5-53903-0000) (See Special Provisions for DBE Percentage)


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)

60. Contract No. 70584 Champaign County District 5

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) (See Special Provisions for DBE Percentage)

61. Contract No. 70758 DeWitt County District 5

Section 124RS-6 FAP Route 760 (IL 48) 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) (See Special Provisions for DBE Percentage)


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. (40 Working Days) (Job No. C-91-085-0009) (1-77961-0000) (See Special Provisions for DBE Percentage)

63. Contract No. 70759 DeWitt-Piatt Counties District 5

Section 124RS-6 & 125RS-3 FAP Route 760 (IL 48) 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) (See Special Provisions for DBE Percentage)


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64. Contract No. 68925 Fulton County District 4 Section (142-BR)I FAP Route 665 (IL 116) 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 control and protection. (60 Working Days) (Job No. C-94-152-09) (0-01616-4011) (See Special Provisions for DBE Percentage)

Small Business Set-Aside. 65. Contract No. 66996 Grundy County District 3

Section (111)I-6 FAP Route 326 (IL 47) 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) (See Special Provisions for DBE Percentage)


Agreement. 66. Contract No. 68472 Knox County District 4

Section 106RS-2;107RS-4;108RS-3 FAS Route 2400 (US 150) 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) (Job No. C-95-042-09) (5-53954-0000) (See Special Provisions for DBE Percentage)

68. Contract No. 70523 McLean County District 5

Section (9,10,11)RS-3 FAS Route 2466 (US 150) 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) (See Special Provisions for DBE Percentage)


Section (10-30)RA-I-2 FAI Route 57 (I-57) 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) (Job No. C-95-035-00) (5-50160-0000) (See Special Provisions for DBE Percentage)

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) (See Special Provisions for DBE Percentage)


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71. Contract No. 70760 Douglas-Edgar Counties District 5 Section (145,146)RS-3 & 147RS-5 FAP Route 323 (US 36) 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) (Job No. C-95-017-09) (5-53710-0000) (See Special Provisions for DBE Percentage)


Section D-1 S COOK CNTY RR 10-43 Various Routes (VARIOUS) 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) (Job No. C-60-044-10) (0-00529-0000) (See Special Provisions for DBE Percentage)

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) (See Special Provisions for DBE Percentage)

74. Contract No. 70507 McLean County District 5

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. (85 Working Days) (Job No. C-95-028-06) (5-43610-0000) (See Special Provisions for DBE Percentage)

75. Contract No. 68847 Peoria County District 4

Section 72-[(7)RS-2;(1,7-1)I] FAP Route 318 (IL 6) 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) (Job No. C-94-003-09) (4-01481-0500) (See Special Provisions for DBE Percentage)

76. Contract No. 70223 Douglas County District 5

Section (143BR)BR FAP Route 323 (US 36) 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) (Job No. C-95-038-02) (5-51190-0000) (See Special Provisions for DBE Percentage)


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This project is eligible for the Department’s Mentor-Protégé Program. 77. Contract No. 60I06 Cook County District 1

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) (Job No. C-91-846-09) (1-75719-0200) (See Special Provisions for DBE Percentage)

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) (See Special Provisions for DBE Percentage)

79. Contract No. 78158 Pulaski County District 9

Section (120)I-1 FAP Route 726 (IL 37) 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) (See Special Provisions for DBE Percentage)

80. Contract No. 93511 Logan County District 6

Section 09-00074-01-BR FAS Route 559 (CH 2) Project ARA-559(102) 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) Various Routes Project ARA-9003(385) 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 protection; Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). (50 Working Days) (Job No. C-91-771-09) (1-20708-0000) (See Special Provisions for DBE Percentage)

Small Business Set-Aside. 82. Contract No. 64F88 Various Counties District 2

Section D2 WEED CONTROL SPRAY 2010 Various Routes (VARIOUS) 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)


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83. Contract No. 46083 Various Counties District 2 Section D 2 H-T PVMNT MRK RPR 10-21 Various Routes (VARIOUS) 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) (See Special Provisions for DBE Percentage)

84. Contract No. 68952 Fulton County District 4

Section 18RS-4 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) (Job No. C-94-043-10) (4-00188-0400) (See Special Provisions for DBE Percentage)

85. DELETED FROM LETTING In accordance with the requirements of the Governor’s Executive Order #2003-13, this project contains a Project Labor

Agreement. 86. Contract No. 64F03 Henry-Whiteside Counties District 2

Section 115 RS-4 FAP Route 22 (IL 78) 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

Section (125,126)RS-3 FAP Route 22 (IL 78) ACF-0022(076) 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) (See Special Provisions for DBE Percentage)

88. Contract No. 60H99 Cook County District 1

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 control and protection. (30 Working Days) (Job No. C-91-839-09) (1-77149-0400) (See Special Provisions for DBE Percentage)


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89. Contract No. 63350 DuPage County District 1 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 this contract requires insurance that names additional insureds). (30 Working Days) (Job No. C-91-804-09) (1-20724-0000) (See Special Provisions for DBE Percentage)


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 Special Provision for this contract requires insurance that names additional insureds). (40 Working Days) (Job No. C-91-714-09) (1-20776-0010) (See Special Provisions for DBE Percentage)


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 Special Provision for this contract requires insurance that names additional insureds). (20 Working Days) (Job No. C-98-356-09) (8-10388-0010) (See Special Provisions for DBE Percentage)


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) (Job No. C-94-095-06) (4-00164-0000) (See Special Provisions for DBE Percentage)


Section 1316 RS-2 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) (See Special Provisions for DBE Percentage)


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94. Contract No. 90875 Champaign County District 5 Section (10-6HB-5)BR FAI Route 74 (I-74) 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) (Job No. C-95-013-97) (5-92640-0100) (See Special Provisions for DBE Percentage)


Section 09-00418-00-RS (JOLIET) Various Routes Project ARA-9003(465) 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 protection; Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). (45 Working Days) (Job No. C-91-011-10) (1-20748-0000) (See Special Provisions for DBE Percentage)


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 Provision for this contract requires insurance that names additional insureds). (55 Working Days) (Job No. C-91-802-09) (1-20723-0000) (See Special Provisions for DBE Percentage)

97. Contract No. 64E78 Lee County District 2

Section 75RS-3 FAP Route 694 (US 52) 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, (15 Working Days) (Job No. C-92-128-09) (2-14000-0000) (See Special Provisions for DBE Percentage)

98. Contract No. 68928 Woodford County District 4

Section (114 BR-1)I FAP Route 702 (IL 117) 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; mobilization; traffic control and protection. (35 Working Days) (Job No. C-94-155-09) (0-01616-4014) (See Special Provisions for DBE Percentage)


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99. Contract No. 99420 Williamson County District 9 Section 09-00109-00-RS (MARION) Various Routes Project ARA-5041(23) 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 requires insurance that names additional insureds). (25 Working Days) (Job No. C-99-533-10) (9-10384-0010) (See Special Provisions for DBE Percentage)


Section 0307 RS-5 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. (20 Working Days) (Job No. C-91-836-09) (1-76724-0000) (See Special Provisions for DBE Percentage)

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) (See Special Provisions for DBE Percentage)

102. Contract No. 76D28 Greene County District 8

Section (102,103)RS FAP Route 761 (IL 108) 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 thermoplastic pavement marking; mobilization; traffic control and protection. (30 Working Days) (Job No. C-98-074-10) (8-00241-0000) (See Special Provisions for DBE Percentage)

103. Contract No. 46089 Various Counties District 8

Section D 8 H-T PVMNT MRK RPR 10-27 Various Routes (VARIOUS) 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. (Completion Date: December 31, 2010) (Job No. C-60-027-10) (0-01576-0000) (See Special Provisions for DBE Percentage)

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 insurance that names additional insureds). (105 Working Days) (Job No. C-98-373-09) (8-10401-0010) (See Special Provisions for DBE Percentage)


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105. Contract No. 63354 Will County District 1 Section 09-00039-00-RS (NEW LENOX) Various Routes Project ARA-9003(486) 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 insurance that names additional insureds). (20 Working Days) (Job No. C-91-074-10) (1-20806-0000) (See Special Provisions for DBE Percentage)


Section D 3 H-T PVMNT MRK RPR 10-22 Various Routes (VARIOUS) 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. (Completion Date: December 31, 2010) (Job No. C-60-022-10) (0-01576-0000) (See Special Provisions for DBE Percentage)


Section D 5 H-T PVMNT MRK RPR 10-24 Various Routes (VARIOUS) 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) (See Special Provisions for DBE Percentage)


Section D 7 H-T PVMNT MRK RPR 10-26 Various Routes (VARIOUS) 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) (Job No. C-60-026-10) (0-01576-0000) (See Special Provisions for DBE Percentage)

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. (15 Working Days) (Job No. C-30-003-10) (0-01626-2002) (See Special Provisions for DBE Percentage)


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 insureds). (35 Working Days) (Job No. C-91-866-09) (1-20751-0000) (See Special Provisions for DBE Percentage)


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111. Contract No. 63341 McHenry County District 1 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 control and protection; Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). (25 Working Days) (Job No. C-91-059-10) (1-20744-0000) (See Special Provisions for DBE Percentage)


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; Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). (30 Working Days) (Job No. C-91-124-10) (1-20773-0010) (See Special Provisions for DBE Percentage)

113. Contract No. 63418 Kane County District 1

Section 09-00056-00-LS (WEST DUNDEE) FAP Route 341 (IL 72) Project ARA-9003(529) 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 requires insurance that names additional insureds). (60 Working Days) (Job No. C-91-188-10) (0-09910-0000) (See Special Provisions for DBE Percentage)


Section 09-00049-00-SW (RICHTON PARK) Various Routes Project ARA-9003(418) 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 insurance that names additional insureds). (15 Working Days) (Job No. C-91-812-09) (1-20777-0010) (See Special Provisions for DBE Percentage)

115. Contract No. 66532 Livingston County District 3

Section 114RS-2 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) (Job No. C-93-006-05) (3-36110-0100) (See Special Provisions for DBE Percentage)


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116. Contract No. 66986 Kankakee County District 3 Section (102)I FAS Route 1323 (IL 115) 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) (See Special Provisions for DBE Percentage)

117. Contract No. 68214 Hancock County District 4

Section (6G-WPSO)BR FAP Route 522 (IL 96) Project ACF-522(7) 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) (See Special Provisions for DBE Percentage) 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) (See Special Provisions for DBE Percentage)

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; Federally funded. (55 Working Days) (Job No. C-94-114-07) (4-00143-1100) (See Special Provisions for DBE Percentage)


Section 12RS-3; 13RS-4 FAP Route 317 (US 150) Project NHF-317(83) 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.) (See Special Provisions for DBE Percentage)


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122. Contract No. 68945 Peoria County District 4 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. (15 Working Days) (Job No. C-94-021-10) (4-40610-2610) (See Special Provisions for DBE Percentage)


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) (See Special Provisions for DBE Percentage)


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 control and protection; Federally funded. (80 Working Days) (Job No. C-95-071-04) (5-52290-0000) (See Special Provisions for DBE Percentage)

125. DELETED FROM LETTING 126. Contract No. 74426 Richland-Edwards Counties District 7

Section D7 GUARDRAIL 2010-1 FAP Route 116 (IL 130) Project ACHSIP-116(52) 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) (Job No. C-97-011-10) (7-76910-1104) (See Special Provisions for DBE Percentage)

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)

128. DELETED FROM LETTING


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129. Contract No. 76323 Madison County District 8 Section 60-15, 60-15B FAP Route 310 (IL 255) Project ACNHF-310(139) 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 FAP Route 600 (IL 159) Project ACNHF-600(60) 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; Federally funded. (210 Working Days) (Job No. C-98-086-09) (8-82159-0314) (See Special Provisions for DBE Percentage) PREVIOUS LETTING: January 15, 2010 (Item 240)

131. Contract No. 76977 Monroe County District 8

Section 67-1HBR FAP Route 809 (IL 158) Project ACF-809(5) 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; mobilization; traffic control and protection; Federally funded. (165 Working Days) (Job No. C-98-003-06) (8-89344-0000) (See Special Provisions for DBE Percentage)

132. Contract No. 78160 Alexander County District 9

Section D9 DECK SEAL 2010-1 FAI Route 57 (I-57) 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) (Job No. C-99-015-10) (9-00347-0000) (See Special Provisions for DBE Percentage)


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133. Contract No. 90952 Douglas County District 5 Section (15,21-25HB-2)BR FAI Route 57 (I-57) 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) (See Special Provisions for DBE Percentage)

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 contract requires insurance that names additional insureds). (40 Working Days) (Job No. C-99-563-09) (9-10383-0000) (See Special Provisions for DBE Percentage)

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 FAP Route 351 (IL 7) 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) (See Special Provisions for DBE Percentage)


Section 2009-066 I 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; mobilization; traffic control and protection; Federally funded. (60 Working Days) (Job No. C-91-778-09) (1-78105-0000) (See Special Provisions for DBE Percentage)


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138. Contract No. 60H91 Cook County District 1 Section 3293 RS-2 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 Plus 5 Working Days) (Job No. C-91-831-09) (1-78136-0000) (See Special Provisions for DBE Percentage)


Section 44RS-6 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) (Job No. C-91-837-09) (1-76723-0000) (See Special Provisions for DBE Percentage)

140. Contract No. 60H98 Will County District 1

Section 121 RS-1 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 protection. (20 Working Days) (Job No. C-91-838-09) (1-77031-0010) (See Special Provisions for DBE Percentage)


Section (145&146)RS-7 FAU Route 2857 (ASHLAND AVE/WOOD ST) ACM-2857(008) 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 protection. (50 Working Days) (Job No. C-91-843-09) (1-77130-0500) (See Special Provisions for DBE Percentage)


Section 3248 RS-1 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) (Job No. C-91-844-09) (1-77978-0000) (See Special Provisions for DBE Percentage)


Section 2009-077 RS FAP Route 307 (IL 64) 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 protection. (50 Working Days) (Job No. C-91-851-09) (1-78135-0000) (See Special Provisions for DBE Percentage)


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144. Contract No. 60I14 Cook County District 1 Section 1316 RS-4 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) (See Special Provisions for DBE Percentage)


Section (H & 10)RS-7 FAP Route 876 (IL 1) 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 thermoplastic pavement marking; mobilization; traffic control and protection. (30 Working Days) (Job No. C-91-034-10) (1-77130-0100) (See Special Provisions for DBE Percentage)


Section 2009-090 GRR Various Routes (VARIOUS) Project ACHSIP-000S(698) 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) (See Special Provisions for DBE Percentage)


Section 2009-091 GRR Various Routes (VARIOUS) Project ACHSIP-000S(697) 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; mobilization; traffic control and protection; Federally funded. (45 Working Days) (Job No. C-91-039-10) (1-88307-0000) (See Special Provisions for DBE Percentage)

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) (See Special Provisions for DBE Percentage)


Section 524-1-N FAP Route 344 (IL 83) Project ACHSIP-344(50) 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. (45 Working Days) (Job No. C-91-128-10) (1-78300-0000) (See Special Provisions for DBE Percentage)

150. Contract No. 60J03 Cook County District 1

Section 8 Y-RS-5 FAP Route 311 (US 34) 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 pavement marking; mobilization; traffic control and protection. (25 Working Days) (Job No. C-91-151-10) (1-78072-0000) (See Special Provisions for DBE Percentage)


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151. Contract No. 64D50 Winnebago County District 2 Section 1-HBR-2 FAP Route 301 (US 20) Project NHF-301(63) 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

Section 115RS-4 FAP Route 573 (US 30) 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; mobilization; traffic control and protection. (60 Working Days) (Job No. C-92-001-10) (2-12100-0000) (See Special Provisions for DBE Percentage)

153. Contract No. 64F67 Rock Island County District 2

Section D2 MRS 2010-5 FAS Route 1205 (IL 192) 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 removal-butt joint; 542 tons aggregate shoulders; 30,134 ft paint pavement marking line; mobilization; traffic control and protection. (15 Working Days) (Job No. C-92-016-10) (0-01616-2013) (See Special Provisions for DBE Percentage)

154. Contract No. 64F94 Rock Island County District 2

Section 17(D)BR-M FAP Route 599 (US 67) 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) (Job No. C-92-058-10) (0-01616-2026) (See Special Provisions for DBE Percentage)

155. Contract No. 64F93 Winnebago County District 2

Section 41RS-1 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) (Job No. C-92-059-10) (2-19860-0100) (See Special Provisions for DBE Percentage)

156. Contract No. 72C49 Cass-Sangamon Counties District 6

Section 105(RS-6,W-2);& 106(RS-4) FAP Route 67 (IL 125) Project ACF-67(81) 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 FAP Route 658 (IL 29) Project ACHSIP-658(23) 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) PREVIOUS LETTING: November 6, 2009 (Item 179) PREVIOUS LETTING: January 15, 2010 (Item 152)

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 pavement marking; mobilization; traffic control and protection. (15 Working Days) (Job No. C-96-157-10) (0-01616-6012) (See Special Provisions for DBE Percentage)

159. Contract No. 72D38 Macoupin County District 6

Section (1)I-2 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. (15 Working Days) (Job No. C-96-166-10) (0-01616-6016) (See Special Provisions for DBE Percentage)

160. DELETED FROM LETTING 161. Contract No. 76D27 Madison County District 8

Section (101,102)RS-3 FAP Route 604 (IL 159) Project ACF-604(24) 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. (45 Working Days) (Job No. C-98-073-10) (8-00242-0000) (See Special Provisions for DBE Percentage)

162. Contract No. 76D37 Washington County District 8

Section 2RS-3 FAP Route 42 (IL 127) Project ACF-42(101) 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; Federally funded. (65 Working Days) (Job No. C-98-013-10) (8-70080-1000) (See Special Provisions for DBE Percentage)

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) (Job No. C-98-004-10) (8-08800-2802) (See Special Provisions for DBE Percentage)

Small Business Set-Aside. 164. Contract No. 76D45 Madison County District 8

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; mobilization; traffic control and protection. (40 Working Days) (Job No. C-98-008-10) (0-01616-8002) (See Special Provisions for DBE Percentage)


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165. Contract No. 63184 Cook County District 1 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 this contract requires insurance that names additional insureds). (65 Working Days) (Job No. C-91-206-02) (0-00990-0000) (See Special Provisions for DBE Percentage)


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 requires insurance that names additional insureds). (15 Working Days) (Job No. C-91-492-08) (1-11010-0000) (See Special Provisions for DBE Percentage)


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; Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). (100 Working Days) (Job No. C-91-125-09) (1-11010-0000) (See Special Provisions for DBE Percentage)

168. WITHDRAWN FROM LETTING 169. Contract No. 63416 Kane County District 1

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 Provision for this contract requires insurance that names additional insureds). (30 Working Days) (Job No. C-91-510-08) (0-01661-0000) (See Special Provisions for DBE Percentage)


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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 requires insurance that names additional insureds). (80 Working Days) (Job No. C-99-515-06) (9-10178-0000) (See Special Provisions for DBE Percentage)


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 removal-butt 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 control and protection; Federally funded; (A Special Provision for this contract requires insurance that names additional 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 Days) (Job No. C-91-392-09) (1-20550-0000) (See Special Provisions for DBE Percentage)

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 Provision for this contract requires insurance that names additional insureds). (55 Working Days) (Job No. C-92-008-08) (2-10268-0000) (See Special Provisions for DBE Percentage)


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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 funded; (A Special Provision for this contract requires insurance that names additional insureds). (35 Working Days) (Job No. C-92-191-09) (0-00990-0000) (See Special Provisions for DBE Percentage)

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) (See Special Provisions for DBE Percentage)


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 insurance that names additional insureds). (30 Working Days) (Job No. C-40-028-08) (0-01681-0000) (See Special Provisions for DBE Percentage)

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). (40 Working Days) (Job No. C-93-165-09) (3-10252-0000) (See Special Provisions for DBE Percentage)

178. Contract No. 95610 Coles County District 7

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) (See Special Provisions for DBE Percentage)


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179. Contract No. 95618 Coles County District 7 Section 09-00092-00-RS (CHARLESTON) Various Routes Project ARA-5013(17) 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 names additional insureds). (30 Working Days) (Job No. C-97-033-10) (7-10507-0010) (See Special Provisions for DBE Percentage)


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) (See Special Provisions for DBE Percentage)


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) (Job No. C-98-353-09) (8-10393-0000) (See Special Provisions for DBE Percentage)

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 Special Provision for this contract requires insurance that names additional insureds). (45 Working Days) (Job No. C-98-386-09) (8-10385-0000) (See Special Provisions for DBE Percentage)


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 requires insurance that names additional insureds). (35 Working Days) (Job No. C-98-369-09) (8-10397-0010) (See Special Provisions for DBE Percentage)


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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 insurance that names additional insureds). (90 Working Days) (Job No. C-99-505-05) (0-09910-0000) (See Special Provisions for DBE Percentage)

185. Contract No. 63300 Kane County District 1

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 and protection; Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). (Completion Date: November 01, 2010 Plus 15 Working Days) (Job No. C-91-437-08) (1-11010-0000) (See Special Provisions for DBE Percentage)

186. Contract No. 60H93 Will-Cook Counties District 1

Section 144RS-5 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) (Job No. C-91-833-09) (1-76572-0000) (See Special Provisions for DBE Percentage)

187. Contract No. 46102 Bureau-LaSalle Counties District 3

Section D-3 OVD SIN STR REPL 2010-37 FAI Route 80 (I-80) 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) (Job No. C-60-039-10) (0-99986-0000) (See Special Provisions for DBE Percentage)


Section D 1 GRDRL DELIN MAINT 10-44 Various Routes (VARIOUS) 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) (See Special Provisions for DBE Percentage)

189. Contract No. 46109 Madison-St Clair Counties District 8

Section D 8 OVD SIN STR REPL 2010-45 Various Routes (VARIOUS) Overhead sign structure repair and maintenance to the structures as shown at various locations; includes replace 34 U-bolts; 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)


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190. Contract No. 63414 Cook County District 1 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 names additional insureds). (25 Working Days) (Job No. C-91-041-10) (1-20131-0000) (See Special Provisions for DBE Percentage)

191. Contract No. 64F72 Ogle County District 2

Section D2 PATCHING 2010-3 FAP Route 742 (IL 2) 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 protection. (15 Working Days) (Job No. C-92-020-10) (0-01616-2024) (See Special Provisions for DBE Percentage)

192. Contract No. 64F82 Lee County District 2

Section (103-1,103-2)SHLD FAI Route 39 (I-39) Project ACNHI-039-1(028)097 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) (See Special Provisions for DBE Percentage)

193. WITHDRAWN FROM LETTING 194. DELETED FROM LETTING 195. Contract No. 76D60 Madison County District 8

Section 60-(30,31,128)DM FAP Route 600 (IL 159) 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) (See Special Provisions for DBE Percentage)


Agreement. 196. Contract No. 74371 Clay County District 7

Section (106,107)RS-2 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. (45 Working Days) (Job No. C-97-056-09) (7-50209-0000) (See Special Provisions for DBE Percentage)

197. Contract No. 74398 Cumberland-Clark Counties District 7

Section D7 PAVT PATCHING 2010-4 FAI Route 70 (I-70) 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. (40 Working Days) (Job No. C-97-112-09) (0-01616-7008) (See Special Provisions for DBE Percentage)


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199. Contract No. 74442 Various Counties District 7 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) (See Special Provisions for DBE Percentage)

Small Business Set-Aside. 200. Contract No. 78177 Various Counties District 9

Section D9 WEED SPRAY 2010-1 Various Routes (VARIOUS) 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 this contract requires insurance that names additional insureds). (55 Working Days) (Job No. C-40-018-08) (0-01681-0000) (See Special Provisions for DBE Percentage)

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)

203. WITHDRAWN FROM LETTING 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 additional insureds). (70 Working Days) (Job No. C-94-024-10) (0-09910-0000) (See Special Provisions for DBE Percentage)

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) (Job No. C-97-049-10) (7-10517-0010) (See Special Provisions for DBE Percentage)

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 insurance that names additional insureds). (10 Working Days) (Job No. C-97-032-10) (7-10518-0010) (See Special Provisions for DBE Percentage)


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207. Contract No. 97428 Madison County District 8 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) (Job No. C-98-315-10) (0-09910-0000) (See Special Provisions for DBE Percentage)

Small Business Set-Aside. 208. Contract No. 98907 Franklin County District 9

Section D9 MITIGATE WETLAND SUGAR CAMP FAP Route 853 (IL 14) 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)

209. DELETED FROM LETTING This project is eligible for the Department’s Mentor-Protégé Program. In accordance with the requirements of the Governor’s Executive Order #2003-13, this project contains a Project Labor

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) PREVIOUS LETTING: January 15, 2010 (Item 239)

211. Contract No. 76D31 Madison County District 8

Section 42RS-2 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 pavement marking; mobilization; traffic control and protection. (15 Working Days) (Job No. C-98-082-09) (8-83210-0821) (See Special Provisions for DBE Percentage)


Section 261-RS-1 FAP Route 789 (IL 111) 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 protection. (20 Working Days) (Job No. C-98-083-09) (8-83210-0831) (See Special Provisions for DBE Percentage)


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) (Job No. C-98-084-09) (8-83210-0841) (See Special Provisions for DBE Percentage)


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214. Contract No. 76D46 Marion County District 8 Section 101RS FAP Route 805 (IL 161) 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. (35 Working Days) (Job No. C-98-009-10) (8-80240-0000) (See Special Provisions for DBE Percentage)

215. Contract No. 63266 McHenry County District 1

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) (See Special Provisions for DBE Percentage)


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)


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217. Contract No. 63383 Cook County District 1 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) (See Special Provisions for DBE Percentage)


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 additional insureds). (75 Working Days) (Job No. C-91-075-07) (1-20277-0000) (See Special Provisions for DBE Percentage)


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) (Job No. C-91-137-10) (0-09910-0000) (See Special Provisions for DBE Percentage)


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 Provision for this contract requires insurance that names additional insureds). (35 Working Days) (Job No. C-91-808-09) (1-20772-0010) (See Special Provisions for DBE Percentage)


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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 Plus 10 Working Days) (Job No. C-97-068-05) (7-80910-0000) (See Special Provisions for DBE Percentage)

222. Contract No. 74400 Effingham County District 7

Section D7 BRIDGE REPAIRS 2010-1 FAP Route 328 (US 45) 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) (Job No. C-97-113-09) (0-01616-7012) (See Special Provisions for DBE Percentage)

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 Special Provision for this contract requires insurance that names additional insureds). (85 Working Days) (Job No. C-94-078-07) (4-10256-0010) (See Special Provisions for DBE Percentage)

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 Provision for this contract requires insurance that names additional insureds). (45 Working Days) (Job No. C-96-230-09) (6-10376-0000) (See Special Provisions for DBE Percentage)

225. Contract No. 95611 Clay County District 7

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 insurance that names additional insureds). (70 Working Days) (Job No. C-97-027-10) (7-10506-0010) (See Special Provisions for DBE Percentage)


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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 contract requires insurance that names additional insureds). (70 Working Days) (Job No. C-97-016-10) (7-10510-0010) (See Special Provisions for DBE Percentage)


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 protection; Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). (35 Working Days) (Job No. C-98-371-09) (8-10398-0010) (See Special Provisions for DBE Percentage)

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 this contract requires insurance that names additional insureds). (125 Working Days) (Job No. C-99-504-07) (0-09910-0000) (See Special Provisions for DBE Percentage)


Agreement. 229. Contract No. 64F44 Whiteside County District 2

Section 110RS-4 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 protection. (60 Working Days) (Job No. C-92-081-10) (2-07110-0000) (See Special Provisions for DBE Percentage)


Section D 1 GRVD INT PVMNT MRK 10-11 Various Routes (VARIOUS) 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. (Completion Date: December 31, 2011) (Job No. C-60-011-10) (0-01576-0000) (See Special Provisions for DBE Percentage)


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231. Contract No. 46105 Various Counties District TR Section SIGN OVERLAY 2010-41 Various Routes (VARIOUS) 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)

233. WITHDRAWN FROM LETTING 234. Contract No. 60H77 Cook County District 1

Section 2009-069BR Various Routes (VARIOUS) 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) (See Special Provisions for DBE Percentage)


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) (Job No. C-91-814-09) (0-01616-1006) (See Special Provisions for DBE Percentage)

Small Business Set-Aside. 236. Contract No. 60H82 Lake County District 1

Section 2009-072 I Various Routes (VARIOUS) 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) (Job No. C-91-818-09) (0-01616-1011) (See Special Provisions for DBE Percentage)

Small Business Set-Aside. 237. Contract No. 60H83 Will County District 1

Section 2009-073 I FAP Route 852 (US 52) 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 control and protection. (15 Working Days) (Job No. C-91-819-09) (0-01616-1012) (See Special Provisions for DBE Percentage)


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238. Contract No. 60I00 Kane County District 1 Section 126 RS-5 FAP Route 307 (IL 64) Project ACNHF-0307(028) 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) (See Special Provisions for DBE Percentage)


Section 3271(A&B)RS-4 FAP Route 348 (IL 43) 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; mobilization; traffic control and protection. (45 Working Days) (Job No. C-91-841-09) (1-76505-0000) (See Special Provisions for DBE Percentage)


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) (Job No. C-91-845-09) (1-77149-1000) (See Special Provisions for DBE Percentage)


Section (2021-Y-1&3128)RS-3 FAP Route 348 (IL 43) 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) (Job No. C-91-852-09) (1-77357-0000) (See Special Provisions for DBE Percentage)


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) (See Special Provisions for DBE Percentage)


Section 99 (1&2) RS-11 FAI Route 55 (I-55) 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) (See Special Provisions for DBE Percentage)


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244. Contract No. 60J01 Kane County District 1 Section 2009-105 TS Various Routes (VARIOUS) Project ACHSIP-000S(696) 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) (Job No. C-91-142-10) (1-78306-0000) (See Special Provisions for DBE Percentage)

245. Contract No. 60J19 Cook County District 1

Section 0203-100 1HB-I FAI Route 57 (I-57) 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) (See Special Provisions for DBE Percentage)

246. Contract No. 60J87 Various Counties District 1

Section 2009-127 SG Various Routes (VARIOUS) 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) (Job No. C-91-277-10) (0-01616-1030) (See Special Provisions for DBE Percentage)


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 Special Provision for this contract requires insurance that names additional insureds). (25 Working Days) (Job No. C-91-058-10) (1-20800-0010) (See Special Provisions for DBE Percentage)


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 protection; Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). (25 Working Days) (Job No. C-91-683-09) (1-20770-0010) (See Special Provisions for DBE Percentage)


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 insurance that names additional insureds). (15 Working Days) (Job No. C-91-019-09) (1-11010-0000) (See Special Provisions for DBE Percentage)


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250. Contract No. 64F47 Ogle County District 2 Section 9RS-8 FAP Route 567 (IL 38) 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. (25 Working Days) (Job No. C-92-023-10) (2-18400-0000) (See Special Provisions for DBE Percentage)

251. Contract No. 64F52 Winnebago County District 2

Section 3TS-3 FAP Route 303 (IL 251) Project ACHSIP-303(46) 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 FAP Route 37 (US 34) 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. (45 Working Days) (Job No. C-94-058-05) (4-14055-0000) (See Special Provisions for DBE Percentage)


Agreement. 253. Contract No. 68687 Knox-Stark Counties District 4

Section (132,133,133EXT)RS-3 FAS Route 392 (IL 17) 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 control and protection. (40 Working Days) (Job No. C-94-019-07) (4-00143-0900) (See Special Provisions for DBE Percentage)


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 control and protection. (25 Working Days) (Job No. C-94-072-08) (4-00143-1200) (See Special Provisions for DBE Percentage)


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255. Contract No. 68891 Fulton County District 4 Section 21RS-4,22RS-6 FAP Route 630 (IL 100) 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) (See Special Provisions for DBE Percentage)

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) (Job No. C-94-131-09) (4-00150-1000) (See Special Provisions for DBE Percentage)

257. Contract No. 68916 Warren-Henderson Counties District 4

Section 105RS-2 FAS Route 1412 (IL 94) 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. (20 Working Days) (Job No. C-94-132-09) (4-00158-0500) (See Special Provisions for DBE Percentage)

258. Contract No. 68938 Knox County District 4

Section (42B)I-1 FAP Route 626 (IL 97) 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 control and protection. (15 Working Days) (Job No. C-94-003-10) (0-01516-4001) (See Special Provisions for DBE Percentage)


Agreement. 259. Contract No. 68962 Knox County District 4

Section (13,16,15)RS-4 FAP Route 574 (IL 41) 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) (See Special Provisions for DBE Percentage)

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-057-5(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 structure-cantilever; 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) (See Special Provisions for DBE Percentage)


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261. Contract No. 74430 Effingham County District 7 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. (25 Working Days) (Job No. C-97-028-10) (7-50345-0000) (See Special Provisions for DBE Percentage)

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 Provision for this contract requires insurance that names additional insureds). (50 Working Days) (Job No. C-92-044-10) (0-09910-0000) (See Special Provisions for DBE Percentage)


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) (Job No. C-94-032-10) (0-09910-0000) (See Special Provisions for DBE Percentage)

264. Contract No. 95613 Clay County District 7

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) (See Special Provisions for DBE Percentage)


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; Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). (30 Working Days) (Job No. C-98-355-09) (8-10389-0010) (See Special Provisions for DBE Percentage)


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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 names additional insureds). (25 Working Days) (Job No. C-99-519-09) (9-10354-0000) (See Special Provisions for DBE Percentage)

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 insurance that names additional insureds). (225 Working Days) (Job No. C-99-508-10) (0-09910-0000) (See Special Provisions for DBE Percentage)


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; mobilization; traffic control and protection. (20 Working Days) (Job No. C-98-085-09) (8-83210-0851) (See Special Provisions for DBE Percentage)

269. WITHDRAWN FROM LETTING 270. Contract No. 63435 Cook County District 1

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 additional insureds). (15 Working Days) (Job No. C-91-022-09) (1-11010-0000) (See Special Provisions for DBE Percentage)


Section (5)N FAP Route 311 (IL 71) Project ACHSIP-311(42) 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) (Job No. C-93-126-09) (3-36140-1602) (See Special Provisions for DBE Percentage)


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272. Contract No. 68467 Tazewell-Woodford Counties District 4 Section 17RS-6;18RS-1;35RS-8 FAP Route 317 (US 24) Project NHF-317(84) 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. (70 Working Days) (Job No. C-94-055-05) (4-00019-0200) (See Special Provisions for DBE Percentage)

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. (20 Working Days) (Job No. C-94-005-10) (4-40610-2310) (See Special Provisions for DBE Percentage)


Agreement. 274. Contract No. 68966 Henderson County District 4

Section (114,116)RS-3 FAP Route 657 (IL 164) 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) (See Special Provisions for DBE Percentage)

275. Contract No. 70234 Douglas-Moultrie Counties District 5

Section 120RS-3 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) (Job No. C-95-058-02) (5-51420-0000) (See Special Provisions for DBE Percentage)

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; mobilization; traffic control and protection. (30 Working Days) (Job No. C-99-007-10) (0-01616-9009) (See Special Provisions for DBE Percentage)


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277. Contract No. 89559 Mercer County District 4 Section 06-00094-05-DR FAS Route 206 (CH 4) Project ARA-RS-206(117) 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 Special Provision for this contract requires insurance that names additional insureds). (60 Working Days) (Job No. C-94-010-10) (4-10286-0010) (See Special Provisions for DBE Percentage)

278. Contract No. 93501 Macoupin County District 6

Section 06-00086-00-PV FAS Route 2729 (CH 3) Project ARA-RS-2729(105) 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 Provision for this contract requires insurance that names additional insureds). (165 Working Days) (Job No. C-96-244-09) (6-10330-0010) (See Special Provisions for DBE Percentage)

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; Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). (110 Working Days) (Job No. C-97-025-10) (7-10403-0010) (See Special Provisions for DBE Percentage)

280. Contract No. 95612 Clark County District 7

Section 09-00268-00-DR FAS Route 1660 (CH 12) Project ARA-1660(105) 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 protection; Federally funded; (A Special Provision for this contract requires insurance that names additional insureds). (35 Working Days) (Job No. C-97-053-10) (7-10502-0010) (See Special Provisions for DBE Percentage)


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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 contract requires insurance that names additional insureds). (50 Working Days) (Job No. C-97-059-10) (7-10400-0010) (See Special Provisions for DBE Percentage)

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 contract requires insurance that names additional insureds). (30 Working Days) (Job No. C-97-062-10) (7-10311-0000) (See Special Provisions for DBE Percentage)

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 requires insurance that names additional insureds). (40 Working Days) (Job No. C-98-313-10) (9-10395-0010) (See Special Provisions for DBE Percentage)

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 Days) (Job No. C-91-496-09) (1-77954-0000) (See Special Provisions for DBE Percentage)


Section 0103 RS-2 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)


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286. Contract No. 64F12 Whiteside County District 2 Section (32-4)RS-2 FAP Route 561 (IL 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) (See Special Provisions for DBE Percentage)

287. Contract No. 76B27 Clinton County District 8

Section 14-12BR-1 FAP Route 327 (US 50) 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) (See Special Provisions for DBE Percentage)


Section 60-3HB-1-HDF FAI Route 270 (I-270) 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)

289. WITHDRAWN FROM LETTING 290. Contract No. 74425 Macon County District 7

Section D7 SAFETY TREE REM 2010-1 FAP Route 714 (IL 48) Project ACHSIP-714(18) 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 %) PREVIOUS LETTING: January 15, 2010 (Item 192)


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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)


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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: [email protected].

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 pre-

qualification 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.


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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.


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3. Proposed Work:

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 Pre-Bid meeting: N/A

(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 Pre-Bid meeting: N/A

(DBE 5.5%)


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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 Pre-Bid meeting: N/A (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 Pre-Bid meeting: N/A

(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 Pre-Bid meeting: N/A

(DBE 0.0%)


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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 Pre-Bid meeting: N/A

(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, 6th 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.


http://maps.google.com/maps?hl=en&source=hp&q=401+main+street+peoria+il&ie=UTF8&hq=&hnear=401+Main+St,+Peoria,+Illinois+61602&gl=us&ei=OzFOS97hM5CXtge0yfz0DA&ved=0CAkQ8gEwAA&z=16

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.


http://www.state.il.us/agency/idol/

http://www.ilga.gov/LEGISLATION/ILCS/ilcs3.asp?ActID=2405&ChapAct=820%26nbsp%3BILCS%26nbsp%3B130%2F&ChapterID=68&ChapterName=EMPLOYMENT&ActName=Prevailing+Wage+Act.

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 DATE 01/11/2010 AWARDED AMOUNT $823,897.03 7 UNSUCCESSFUL BIDDERS 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 AWARDED DATE 12/02/2009 AWARDED AMOUNT $658,990.70 2 UNSUCCESSFUL BIDDERS 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 ROUTE FAU 1503 DISTRICT 01 AWARDED DATE 12/09/2009 AWARDED AMOUNT $273,381.87 10 UNSUCCESSFUL BIDDERS


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 ROUTE FAU 9187 DISTRICT 08 AWARDED DATE 12/02/2009 AWARDED AMOUNT $728,310.81 3 UNSUCCESSFUL BIDDERS -------------------------------------------------------------------------------------

----------------------- NOVEMBER 06, 2009 LETTING

DESCRIPTION CONTRACTOR ----------- ---------- 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 ROUTE FAU 9008 DISTRICT 08 AWARDED DATE 12/14/2009 AWARDED AMOUNT $178,618.91 3 UNSUCCESSFUL BIDDERS 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 ROUTE FAU 2508 DISTRICT 01 AWARDED DATE 12/03/2009 AWARDED AMOUNT $471,720.35 2 UNSUCCESSFUL BIDDERS 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 ROUTE FAU 2792 DISTRICT 01 AWARDED DATE 12/21/2009 AWARDED AMOUNT $457,818.45 4 UNSUCCESSFUL BIDDERS


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 ROUTE FAU 1395 DISTRICT 01 AWARDED DATE 12/03/2009 AWARDED AMOUNT $685,101.80 6 UNSUCCESSFUL BIDDERS ITEM NO. 036 OPEN ROAD PAVING COMPANY LLC CONTRACT NO. 91408 1414 WEST ANTHONY DRIVE COUNTY(S) CHAMPAIGN URBANA, IL 61802 SECTION 09-00281-00-RS P.O. BOX 1700 PROJECT(S) ARA-5181/046/000 CHAMPAIGN, IL 61824-1700 ROUTE FAU 7138 DISTRICT 05 AWARDED DATE 12/02/2009 AWARDED AMOUNT $1,160,459.18 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 ROUTE FAU 7015 DISTRICT 05 AWARDED DATE 12/15/2009 AWARDED AMOUNT $379,000.00 1 UNSUCCESSFUL BIDDER ITEM NO. 040 CROSS CONSTRUCTION, INC. CONTRACT NO. 91421 3615 N. COUNTRYVIEW RD. COUNTY(S) PIATT URBANA, IL 61802 SECTION 08-00115-01-RS PROJECT(S) ARA-0535/102/000 ROUTE FAS 535 DISTRICT 05 AWARDED DATE 12/02/2009 AWARDED AMOUNT $636,000.00 1 UNSUCCESSFUL BIDDER ITEM NO. 044 CROSS CONSTRUCTION, INC. CONTRACT NO. 70623 3615 N. COUNTRYVIEW RD. COUNTY(S) CHAMPAIGN DOUGLAS URBANA, IL 61802 SECTION (205,57,105)RS-2 PROJECT(S) ACF-0808/036/000 ROUTE FAP 808 DISTRICT 05 AWARDED DATE 12/02/2009 AWARDED AMOUNT $7,922,709.10 1 UNSUCCESSFUL BIDDER


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 ROUTE FAU 6658 DISTRICT 04 AWARDED DATE 12/21/2009 AWARDED AMOUNT $1,313,653.84 4 UNSUCCESSFUL BIDDERS 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 ROUTE FAU 2744 DISTRICT 01 AWARDED DATE 12/02/2009 AWARDED AMOUNT $570,586.85 3 UNSUCCESSFUL BIDDERS ITEM NO. 050 CENTRAL BLACKTOP CO., INC. CONTRACT NO. 63291 6160 EAST AVENUE COUNTY(S) COOK HODGKINS, IL 60525 SECTION 09-00015-00-RS P.O. BOX 2080 PROJECT(S) ARA-9003/218/000 LAGRANGE, IL 60525-8180 ROUTE FAU 1704 DISTRICT 01 AWARDED DATE 12/21/2009 AWARDED AMOUNT $256,059.00 0 UNSUCCESSFUL BIDDERS ITEM NO. 052 CROSS CONSTRUCTION, INC. CONTRACT NO. 91428 3615 N. COUNTRYVIEW RD. COUNTY(S) CHAMPAIGN URBANA, IL 61802 SECTION 09-00103-00-RS PROJECT(S) ARA-5059/013/000 ROUTE FAU 7101 DISTRICT 05 AWARDED DATE 12/02/2009 AWARDED AMOUNT $335,000.00 1 UNSUCCESSFUL BIDDER ITEM NO. 053 MIDWEST BRIDGE AND CRANE, INC. 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 AWARDED DATE 12/02/2009 AWARDED AMOUNT $387,499.34 6 UNSUCCESSFUL BIDDERS


ITEM NO. 054 HOWELL ASPHALT COMPANY & CONTRACT NO. 95596 HOWELL PAVING, INC. COUNTY(S) WABASH 1020 N. 13TH STREET SECTION 09-00080-00-RS P.O. BOX 1009 PROJECT(S) ARA-RS-1819/107/000 MATTOON, IL 61938-1009 ROUTE FAS 1819 DISTRICT 07 AWARDED DATE 12/03/2009 AWARDED AMOUNT $948,557.14 0 UNSUCCESSFUL BIDDERS 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 AWARDED DATE 12/02/2009 AWARDED AMOUNT $1,073,255.90 9 UNSUCCESSFUL BIDDERS 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 ROUTE FAU 2678 DISTRICT 01 AWARDED DATE 12/02/2009 AWARDED AMOUNT $2,330,000.00 10 UNSUCCESSFUL BIDDERS 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 AWARDED DATE 12/18/2009 AWARDED AMOUNT $977,017.15 7 UNSUCCESSFUL BIDDERS 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 AWARDED DATE 12/02/2009 AWARDED AMOUNT $1,299,389.92 2 UNSUCCESSFUL BIDDERS


ITEM NO. 080 KEELEY & SONS, INC. 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 AWARDED DATE 12/02/2009 AWARDED AMOUNT $1,286,298.05 2 UNSUCCESSFUL BIDDERS 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 AWARDED DATE 12/11/2009 AWARDED AMOUNT $717,837.00 4 UNSUCCESSFUL BIDDERS ITEM NO. 083 KEELEY & SONS, INC. CONTRACT NO. 76867 6303 COLLINSVILLE ROAD (62201) 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 AWARDED DATE 12/21/2009 AWARDED AMOUNT $9,056,189.02 2 UNSUCCESSFUL BIDDERS 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 AWARDED DATE 01/11/2010 AWARDED AMOUNT $2,124,575.01 1 UNSUCCESSFUL BIDDER 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 AWARDED DATE 12/10/2009 AWARDED AMOUNT $11,788,898.65 10 UNSUCCESSFUL BIDDERS


ITEM NO. 101 LORIG CONSTRUCTION COMPANY CONTRACT NO. 63178 250 EAST TOUHY AVE. COUNTY(S) DUPAGE DES PLAINES, IL 60018 SECTION 98-00313-00-BR PROJECT(S) HPP-2106/002/000 ROUTE ILLINOIS PRAIRIE PATH DISTRICT 01 AWARDED DATE 12/14/2009 AWARDED AMOUNT $813,421.50 10 UNSUCCESSFUL BIDDERS 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 AWARDED DATE 12/17/2009 AWARDED AMOUNT $1,116,949.77 3 UNSUCCESSFUL BIDDERS 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 ROUTE FAU 1583 DISTRICT 01 AWARDED DATE 12/14/2009 AWARDED AMOUNT $275,630.00 15 UNSUCCESSFUL BIDDERS 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 ROUTE FAU 1329 DISTRICT 01 AWARDED DATE 12/02/2009 AWARDED AMOUNT $914,637.28 7 UNSUCCESSFUL BIDDERS 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 ROUTE FAU 3734 DISTRICT 01 AWARDED DATE 12/14/2009 AWARDED AMOUNT $320,016.45 4 UNSUCCESSFUL BIDDERS


ITEM NO. 114 PLOTE CONSTRUCTION INC. CONTRACT NO. 63295 1100 BRANDT DRIVE COUNTY(S) KANE HOFFMAN ESTATES, IL 60192 SECTION 09-00017-00-RS PROJECT(S) ARA-9003/318/000 ROUTE FAU 98 DISTRICT 01 AWARDED DATE 12/21/2009 AWARDED AMOUNT $408,516.56 4 UNSUCCESSFUL BIDDERS ITEM NO. 115 PLOTE CONSTRUCTION INC. CONTRACT NO. 63301 1100 BRANDT DRIVE COUNTY(S) KANE HOFFMAN ESTATES, IL 60192 SECTION 09-00177-00-RS PROJECT(S) M-9003/314/000 ROUTE FAU 1302 DISTRICT 01 AWARDED DATE 12/18/2009 AWARDED AMOUNT $659,142.85 4 UNSUCCESSFUL BIDDERS 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 AWARDED DATE 12/21/2009 AWARDED AMOUNT $118,837.00 1 UNSUCCESSFUL BIDDER ITEM NO. 118 MIDWEST BRIDGE AND CRANE, INC. 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 AWARDED DATE 12/02/2009 AWARDED AMOUNT $1,119,300.14 4 UNSUCCESSFUL BIDDERS ITEM NO. 124 CROSS CONSTRUCTION, INC. CONTRACT NO. 91393 3615 N. COUNTRYVIEW RD. COUNTY(S) CHAMPAIGN URBANA, IL 61802 SECTION 07-00419-00-RS PROJECT(S) ARA-HSIP-0531/108/000 ROUTE FAS 531 DISTRICT 05 AWARDED DATE 12/02/2009 AWARDED AMOUNT $2,327,000.00 1 UNSUCCESSFUL BIDDER


ITEM NO. 127 CROSS CONSTRUCTION, INC. CONTRACT NO. 91418 3615 N. COUNTRYVIEW RD. COUNTY(S) VERMILION URBANA, IL 61802 SECTION 05-00050-00-RS PROJECT(S) ARA-M-5031/008/000 ROUTE FAU 6982 DISTRICT 05 AWARDED DATE 12/11/2009 AWARDED AMOUNT $775,000.00 2 UNSUCCESSFUL BIDDERS 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 AWARDED DATE 12/14/2009 AWARDED AMOUNT $142,718.51 2 UNSUCCESSFUL BIDDERS ITEM NO. 129 KEELEY & SONS, INC. CONTRACT NO. 97400 6303 COLLINSVILLE ROAD (62201) 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 AWARDED DATE 01/05/2010 AWARDED AMOUNT $263,057.75 1 UNSUCCESSFUL BIDDER 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 ROUTE FAU 2732 DISTRICT 01 AWARDED DATE 12/03/2009 AWARDED AMOUNT $694,417.50 6 UNSUCCESSFUL BIDDERS ITEM NO. 140 LORIG CONSTRUCTION COMPANY CONTRACT NO. 62881 250 EAST TOUHY AVE. COUNTY(S) DUPAGE DES PLAINES, IL 60018 SECTION 532B-1 PROJECT(S) ACM-2578/005/000 ROUTE FAU 2578 DISTRICT 01 AWARDED DATE 12/03/2009 AWARDED AMOUNT $3,649,224.15 10 UNSUCCESSFUL BIDDERS


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 ROUTE FAU 2684 DISTRICT 01 AWARDED DATE 12/21/2009 AWARDED AMOUNT $201,677.18 16 UNSUCCESSFUL BIDDERS 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 ROUTE FAU 2796 DISTRICT 01 AWARDED DATE 12/14/2009 AWARDED AMOUNT $471,970.77 5 UNSUCCESSFUL BIDDERS ITEM NO. 147 PLOTE CONSTRUCTION INC. CONTRACT NO. 63274 1100 BRANDT DRIVE 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 AWARDED DATE 12/02/2009 AWARDED AMOUNT $1,249,367.35 5 UNSUCCESSFUL BIDDERS 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 AWARDED DATE 12/23/2009 AWARDED AMOUNT $792,789.00 14 UNSUCCESSFUL BIDDERS 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 ROUTE FAU 9100 DISTRICT 08 AWARDED DATE 12/14/2009 AWARDED AMOUNT $292,513.83 5 UNSUCCESSFUL BIDDERS


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 ROUTE FAU 2843 DISTRICT 01 AWARDED DATE 12/17/2009 AWARDED AMOUNT $2,827,333.92 7 UNSUCCESSFUL BIDDERS 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 AWARDED DATE 12/02/2009 AWARDED AMOUNT $7,548,608.85 5 UNSUCCESSFUL BIDDERS 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 AWARDED DATE 12/02/2009 AWARDED AMOUNT $230,002.41 6 UNSUCCESSFUL BIDDERS 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 ROUTE FAU 1029 DISTRICT 01 AWARDED DATE 12/23/2009 AWARDED AMOUNT $667,001.20 4 UNSUCCESSFUL BIDDERS 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 AWARDED DATE 12/21/2009 AWARDED AMOUNT $22,241,876.65 3 UNSUCCESSFUL BIDDERS


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 ROUTE FAU 9167 DISTRICT 08 AWARDED DATE 12/18/2009 AWARDED AMOUNT $1,901,222.90 5 UNSUCCESSFUL BIDDERS -------------------------------------------------------------------------------------

----------------------- CONTRACTS REJECTED ------------------

THE FOLLOWING REJECTIONS HAVE BEEN MADE SINCE THE PREVIOUS TRANSPORTATION BULLETIN -------------------------------------------------------------------------------------

----------------------- JANUARY 15, 2010 LETTING

DESCRIPTION CONTRACTOR ----------- ---------- 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


Printed 11/21/2008 Page 1 of 2 BC 57 (Rev. 08/20/08)

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.

Part I. Work Under Contract 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.

1 2 3 4 Awards Pending

County and Section Number

Contract With

Estimated Completion Date

Total Contract Price Accumulated Totals

Uncompleted Dollar Value if Firm is the Prime Contractor

Uncompleted Dollar Value if Firm is the Subcontractor

Total Value of All Work

Part II. Awards Pending and Uncompleted Work to be done with your own forces.

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.

Accumulated Totals

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 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.

Bureau of Construction 2300 South Dirksen Parkway/Room 322 Springfield, Illinois 62764

Printed 11/21/2008 Page 2 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.

1 2 3 4 Awards Pending

Subcontractor

Type of Work

Subcontract Price

Amount Uncompleted

Subcontractor

Type of Work

Subcontract Price

Amount Uncompleted

Subcontractor

Type of Work

Subcontract Price

Amount Uncompleted

Subcontractor

Type of Work

Subcontract Price

Amount Uncompleted

Subcontractor

Type of Work

Subcontract Price

Amount Uncompleted

Total Uncompleted

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 Officer or Director Title

Signed

Notary Public My commission expires Company

(Notary Seal) Address

Printed 10/29/2009 Page 1 of 2 BDE 124INT (Rev. 10/22/09)

Request for Authorization to Bid/or Not For Bid Status

Contractor Number Letting Date

TYPE OR USE BLACK INK

SPECIAL NOTICE ELECTRONIC PLANS AND PROPOSALS

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:

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.: Requestor Fax No.:

Company: Street Address:(**)

For United Parcel Delivery

City State Zip Code

Post Office Box No.:(**) 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 Construction Plans & Proposal (**) Complete street address and post office box are required. On joint venture request use address of joint venture. Department Customer

Bureau of Design & Environment 2300 South Dirksen Parkway / Room 326 Springfield, Illinois 62764

http://www.dot.il.gov

Printed 10/29/2009 Page 2 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&[email protected] 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



Notice of Letting Bulletin - Illinois Department of Transportation · 2020-01-28 · IMPORTANT...

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Transcript of Notice of Letting Bulletin - Illinois Department of Transportation · 2020-01-28 · IMPORTANT...