Illinois State Toll Highway Authority

Contract No. RR-25-2026 Addendum 4 Page 1 of 4 February 19, 2026

ADDENDUM NO. 4

TO

CONTRACT REQUIREMENTS

FOR CONTRACT RR-25-2026

ILLINOIS STATE TOLL HIGHWAY AUTHORITY

Date: 2/19/2026

For which bids will be received by the Illinois State Toll Highway Authority through electronic bidding via BidBuy until 10:30:00 A.M. local time, February 24, 2026

NOTICE OF REVISION TO CONTRACT

NOTES:

1. The Bid opening date has been revised. Sealed bids for the above numbered Contract will be received by the Illinois State Toll Highway Authority through electronic bidding via Bidbuy, until 10:30:00 a.m., local time, February 24, 2026, at which the bids will be opened and read aloud. Replace A-1RR with the attached page A-1RRR. Replace P- 1RR with the attached page P-1RRR.

2. The following revised page to the Contract Requirements is included with this Addendum and must be inserted into the Required Documents, Volume I, by the Bidder: TOC-1R, R-1R, R-2R, R-3R, R-4R.

3. The following Contract Requirements pages were deleted from the Contract by this Addendum: R-5, R-6.

4. A complete set of Schedule of Prices is included with this Addendum and must be inserted into the Contract Bid by the Bidder. The Bidder’s attention is called to pages P-5R thru P-8R which have been revised and included as part of the Schedule of Prices.

5. The following revised Special Provision page i s included in the Contract with this Addendum: J-5RR.

6. The following new Special Provision page is included in the Contract with this Addendum: J-5A.

7. The following revised Contract Drawings are included in this Addendum:

Volume 1 – Drawings 5-7, 13, 64, 73, 76, 81, 85

Volume 2 – Drawings 281, 283, 311-316

8. The following new Contract Drawings are included in this Addendum:

Volume 1 – Drawing 86A

9. Revised Contract Drawing 2 will be issued to the successful Bidder. The revised drawing will reflect a change in signature and seal.

Addendum 4 Page 2 of 4 February 19, 2026

CHANGES TO THE CONTRACT REQUIREMENTS

CHANGES TO THE ADVERTISEMENT FOR SEALED BID

Change #1 Required Documents, Volume I, Advertisement, replace page A-1RR with page A-1RRR (attached), and

Contract Requirements, Volume I, Proposal, replace page P-1RR with page P-1RRR (attached). This replacement contains the following revisions (attached):

1.1. Revised the Bid opening date from February 20, 2026 to February 24, 2026.

Change #2 Contract Requirements, Volume I, pages TOC-1, R-1, R-2, R-3 and R-4 replaced with pages

TOC-1R, R-1R, R-2R, R-3R and R-4R (attached). This replacement contains the following revisions:

2.1. Revised

Change #3 Required Documents, Volume I, delete page R-5 and R-6:

CHANGES TO THE SCHEDULE OF PRICES

SUMMARY OF REVISIONS TO PAY ITEMS QUANTITIES

SP.

PROV.

PAY ITEM

NO.

DESCRIPTION UNIT

ORIGINAL

QUANTITY

CHANGE

NEW

QUANTITY

42000080

PAVEMENT CONNECTOR (PCC) FOR

BRIDGE APPROACH SLAB

SQ YD 256 6 262

* 50300255 CONCRETE SUPERSTRUCTURE CU YD 567 3 570

50300300 PROTECTIVE COAT SQ YD 3607 8 3615

* 50800205

REINFORCEMENT BARS, EPOXY

COATED

POUND 290120 1050 291170

63000001

STEEL PLATE BEAM GUARDRAIL, TYPE

A, 6 FOOT POSTS

FOOT 413 50 463

63200310 GUARDRAIL REMOVAL FOOT 1316 76 1392

Change #4 Contract Requirements, Volume I, replace page P-5R thru page P-8R (attached). This replacement contains the following revisions (attached):

4.1 Revised the pay item quantity for Items 42000080, 50300255, 50300300, 50800205, 63000001, 63200310.

CHANGES TO THE CONTRACT SPECIAL PROVISIONS

Change #5 Contract Requirements, Volume II, replace page J-5R with page J-5RR. This replacement contains the following added information (attached):

5.1. S.P. 104.2 Winter Shutdown

Change #6 Contract Requirements, Volume II, add the following Special Provision J-5A. This new page contains the following information (attached):

6.1. Runoff text due to the addition of S.P. 104.2.

Addendum 4 Page 3 of 4 February 19, 2026

CHANGES TO THE CONTRACT DRAWINGS

Change #7 Contract Plans, Volume 1, Drawings 2. Signature Sheet. (Issued to the successful Bidder.)

7.1. Revised Licensed Professional Engineer Seal for EFK Moen.

7.2 Revised list of sheets covered by that same seal.

Change #8 Contract Plans, Volume 1, Drawings 5-6. Suggested Progress Schedule. These drawings contain the following revisions (attached):

8.1. Schedule revised.

Change #9 Contract Plans, Volume 1, Drawing 7. Summary of Quantities. This drawing contains the following revisions (attached):

9.1. Quantity changes for the items 42000080, 50300255, 50300300, 50800205, 63000001, 63200310.

Change #10 Contract Plans, Volume 1, Drawing 13. Schedule of Quantities. This drawing contains the following revisions (attached):

10.1. Quantity changes for the items 63000001, 63200310.

Change #11 Contract Plans, Volume 1, Drawing 64. Detour Plans. This drawing contains the following revisions

(attached):

11.1. Revised Suggested Bridge Phasing Table.

Change #12 Contract Plans, Volume 1, Drawing 73. Removal Plans. This drawing contains the following

12.1. Revised guardrail removal limits.

Change #13 Contract Plans, Volume 1, Drawing 76. Removal Plans. This drawing contains the following

13.1. Revised guardrail removal limits.

Change #14 Contract Plans, Volume 1, Drawing 81. Roadway Plans and Profiles. This drawing contains the following revisions (attached):

14.1. Revised guardrail limits.

14.2 Added note regarding guardrail transition detail.

Change #15 Contract Plans, Volume 1, Drawing 85. Roadway Plans and Profiles. This drawing contains the following revisions (attached):

15.1. Revised guardrail and guardrail terminal limits.

15.2 Revised plan view to show new parapet geometry.

15.3 Added note regarding guardrail transition detail.

Change #16 Contract Plans, Volume 2, Drawing 281. General Plan and Elevation Bridge No. 1241. This drawing contains the following revisions (attached):

16.1. Revised plan and elevation view to show Type 6B terminals.

Change #17 Contract Plans, Volume 2, Drawing 283. Index and Bill of Material Bridge No. 1241. This drawing contains the following revisions (attached):

17.1. Revised quantities required to extend the approach connector parapet.

Change #18 Contract Plans, Volume 2, Drawings 311-316. Bridge No. 1241. These drawings contain the following revisions (attached):

18.1. Revised plans and details to extend the approach connector parapet to the end of the slab and revised the Type 6 terminal to Type 6B.

Addendum 4 Page 4 of 4 February 19, 2026

Change #19 Contract Plans, Volume 1, New Drawing 86A. Roadway Detail Guardrail Transition. This new drawing contains the following revisions (attached):

19.1 Added guardrail transition detail.

END OF ADDENDUM CHANGES

A-1RRR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

ADVERTISEMENT FOR BIDS

Bid Schedule and Information for

CONTRACT NO: RR-25-2026

Electronic submissions for the above numbered contract as described below will be received by the Illinois Tollway via BidBuy, the State of Illinois eProcurement System, until 10:30:00 a.m. local time on February 24, 2026. The Illinois State Tollway Highway Authority (ISTHA) will no longer accept manual, hard copy bid submissions. All bidders are strongly encouraged to submit bids timely as the system will not accept late bid submittals. Bid results will be posted on the Tollway’s on-line plan room:

www.illinoistollwaybidding.com.

For assistance with registration in BidBuy or submitting electronic bids, please contact the BidBuy Vendor Help Desk at:

il.bidbuy@illinois.gov and /or phone: 866-455-2897.

The optional pre-bid meeting will be held through Microsoft Teams on October 30, 2025 at 1:00 p.m.. The meeting information is listed on the A-2 page.

The work to be done under this contract shall be started on or about May 18, 2026. All work under this contract shall be completed by October 28, 2027. The location of the services to be performed for this contract is the Reagan Memorial Tollway (I-

88) between Mile Post 44.5 and Mile Post 54.4 in Whiteside County and Lee County, Illinois. The work under this contract includes bridge reconstruction, bridge rehabilitation, construction of new pavement and milling and overlaying existing pavement, guardrail removal and installation, earthwork, grading, erosion and sediment control measures and landscaping, drainage, Intelligent Transportation System (ITS) infrastructure, maintenance of traffic and other miscellaneous work.

Bidders may be required to be pre-qualified by the Illinois Department of Transportation (IDOT).

IDOT Prequalification required: Yes

If ‘NO’, ignore any reference to IDOT Prequalification within the remainder of this document.

Joint Ventures shall be limited to no more than three (3) individually IDOT pre-qualified members.

Bidders are also required to be registered, or submit evidence of application, with the Illinois Department of Human Rights (IDHR). There are NO EXCEPTIONS.

Please note that written or oral communications received by the Illinois Tollway in connection with this solicitation may be required to be reported to the Procurement Policy Board as required by law. This provision is not intended to prohibit communications with State employees regarding a procurement matter, but rather only requires reporting of those communications when they occur.

All bids must be on forms prescribed by the Illinois Tollway and must comply with the terms and conditions set forth in the contract documents. Copies of the plans, special provisions, bid forms and other contract documents for this contract are available from BHFX Digital Imaging and can be viewed and/or ordered for purchase by visiting the On-line Plan Room via www.illinoistollwaybidding.com. Copies of the current Illinois Tollway Supplemental Specifications to the Illinois Department of Transportation Standard Specifications for Road and Bridge Construction can be purchased directly from BHFX Digital Imaging.

The current Illinois Tollway Supplemental Specifications may also be viewed in the ‘Doing Business’ section on the Tollway website. Current Illinois Department of Transportation Standard Specifications for Road and Bridge Construction, Supplemental Specifications and Recurring Special Provisions can be viewed and purchased from the Illinois Department of Transportation website. Electronic copies of the contract documents are also available on compact disk (CD) from BHFX Digital Imaging.

Copies are in a portable document format (PDF). Bidders with questions or in need of assistance in purchasing contract documents are to contact a BHFX Digital Imaging, Customer Service Representative at 630-393-0777, ask for the Plan Room.

Questions pertaining to the intent of the contract documents may be sent to the Illinois Tollway, attention 4948D.2026_Questions@docs.e-builder.net, to be received no later than 2:00 p.m. local time on November 14, 2025.

A completed Questionnaire and a statement of current contractual obligations on forms supplied by the Illinois Tollway will be required from the apparent low bidder once the apparent low bidder is determined. Each bid must be accompanied by a Bid Guaranty in the amount of five (5%) percent of the total amount shown in the bid for the contract. The Bid Guaranty shall be in the form of an acceptable bid bond or a bank draft, certified check or cashier's check drawn on a solvent bank made payable to the Illinois State Toll Highway Authority.

Award of the above contract, if any award be made, will be to the lowest responsive and responsible bidder or bidders. The Illinois Tollway reserves the right to reject any and all bids, to waive technicalities, or cancel the solicitation.

COPIES OF PLANS, SPECIAL PROVISIONS, BID FORMS, CONTRACT DOCUMENTS, STANDARD SPECIFICATIONS AND SUPPLEMENTAL SPECIFICATIONS ARE NOT AVAILABLE AT THE TOLLWAY CENTRAL ADMINISTRATION BUILDING.

DATE: February 19, 2026 http://www.illinoistollwaybidding.com/ mailto:il.bidbuy@illinois.gov http://www.illinoistollwaybidding.com/ mailto:4948D.2026_Questions@docs.e-builder.net

BID

CONTRACT NO. RR-25-2026

Bids will be received electronically via BidBuy, the State of Illinois eProcurement system. All Bids must be received by 10:30:00 a.m. local time on February 24, 2026. The system will not accept Bids after the deadline. Bids will be immediately thereafter publicly opened online and read aloud.

TO THE CHAIR OF THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY:

The undersigned hereby proposes to perform: Bridge reconstruction, bridge rehabilitation, construction of new pavement and milling and overlaying existing pavement, guardrail removal and installation, earthwork, grading, erosion and sediment control measures and landscaping, drainage, Intelligent Transportation System (ITS) infrastructure, maintenance of traffic and other miscellaneous work.

The services will be performed within the: Reagan Memorial Tollway (I-88) between Mile Post

44.5 and Mile Post 54.4 in Whiteside County and Lee County, Illinois.

The undersigned declares that the Advertisement for Bids, Instructions to Bidders, this Bid Form, IDOT Standard Specifications, Tollway Supplemental Specifications, Special Provisions, Plans, Addenda to the foregoing (if any), form of Agreement, forms of Contract Bonds, and other exhibits (if any), on file at the office of The Illinois State Toll Highway Authority have been carefully examined, and that the undersigned has inspected in detail the site of the proposed Work, and familiarized itself with all of the conditions affecting the contract, and that has satisfied itself as to The Work to be done and the conditions under which it must be carried out, and understands that in submitting this bid waives all rights to plead any misunderstanding regarding the same.

The undersigned hereby tenders this bid to construct and complete said Work in accordance with the Plans, IDOT Standard Specifications, Tollway Supplemental Specifications and the accompanying Special Provisions now on file in the office of The Illinois State Toll Highway Authority, and the following addenda issued thereto:

Addendum No. Date

Addendum No. Date

Addendum No. Date

Addendum No. Date

The undersigned further agrees to furnish all necessary transportation, machinery, equipment, tools, labor and other means of construction; and to do all the work and to furnish all of the materials specified in the contract in the manner and at the times prescribed under the supervision and direction of the Tollway or its authorized representatives, for the lump sums and unit prices quoted in the following Schedule of Prices:

P-1RRR

TOC-1R

TABLE OF CONTENTS

PART I: Instructions

Bid Schedule and Information A-1

Pre-Bid Meeting Announcement A-2

Construction Bid Check List CL-1 – CL-3

Instruction and Information to Bidders I-1 thru I-11

PART II: Bid Requirements

Bid P-1 thru P-19

Bid Bond (Insert after P-Pages)

Vendor Disclosure or IPG Active Registered Vendor Disclosure N-1 thru N-2

Bidder Preferences and Affidavit R-1R

Bidder List of Individual Contacts R-2R

Affidavit R-3R

Responsible Bidder Affidavit R-4R

Plant and Equipment Questionnaire S-1 thru S-6

Current Contractual Obligations S-7

Disadvantaged Business Enterprise Participation & Utilization Plan DBE-1 thru DBE-15

Equal Employment Opportunity Program EEO-1 thru EEO-8

Veteran Small Business Participation & Utilization Plan VOSB-1 thru VOSB-11

Bid Credit Incentive Programs BCP-1 thru BCP-5

Illinois Tollway Standard Business Terms and Conditions TC-1 thru TC-9

PART III: Contract Requirements

Contract Bond Agreement T-1 thru T-5

Performance Bond U-1, U-2

Payment Bond V-1, V-2

Insurance I-5

R-1

ILLINOIS STATE TOLL HIGHWAY AUTHORITY

PREFERENCES

The Illinois Procurement Code provides various preferences to promote business opportunities in Illinois.

Does Bidder make any claims for preferences? If so, please mark the applicable preference(s) and include a listing of the items that qualify for the preference at the end of this Section and a description of why the preference applies.

Agency reserves the right to determine whether the preference indicated applies to Bidder.

Resident Bidder (30 ILCS 500/45-10). Soybean Oil-Based Ink (30 ILCS 500/45-15)

Recycled Materials (30 ILCS 500/45-20) Recycled Paper (30 ILCS 500/45-25).

Environmentally Preferable Supplies (30 ILCS 500/45-26). Correctional Industries (30 ILCS 500/45-30).

Gas Mileage (30 ILCS 500/45-40). Illinois Mined Coal (30 ILCS 555).

Small Businesses (30 ILCS 500/45-45). Illinois Agricultural Products (30 ILCS 500/45-50)

Corn-based Plastics (30 ILCS 500/45-55). Disabled Veterans (30 ILCS 500/45-57).

Biobased Products (30 ILCS 500/45-75). Historic Preferences Area (30 ILCS 500/45-80).

Steel Products Procurement (30 ILCS 565). Public Purchases in Other States (30 ILCS 520).

Veterans Preference (330 ILCS 565).

Illinois Business (30 ILCS 500/45-105).

To claim the Illinois Business Preference, vendor must complete and include the provided affidavit.

Not-for-Profit Agencies for Persons with Significant Disabilities (30 ILCS 500/45-35).

Business Enterprise for Minorities, Women, and Persons with Disabilities Act (30 ILCS 575).

Vehicles Powered by Agricultural Commodity-Based Fuel (30 ILCS 500/45-60).

Procurement of Domestic Products (30 ILCS 517).

To claim the Domestic Product Preference, vendor must enter "Domestic Product" in the Alternate Description field of each line item (product) for which you claim the preference.

Proposed product is manufactured in Illinois (30 ILCS 517)

The undersigned authorized representative of the identified Bidder hereby submits this Bid to perform in full compliance with the subject solicitation. By completing and signing this form, the Bidder makes a Bid to the State of Illinois that the State may accept.

Signature of Authorized Representative: ____________________________

Printed Name of Signatory:____________________________

Bidder’s Name:____________________________

Date:____________________________

R-1R

R-2R

CONTRACT NO. RR-25-2026

LIST OF INDIVIDUAL CONTACTS

The bidder is hereby requested to list those individuals to be contacted for information regarding the analysis of the various portions of the bid.

ITEM INDIVIDUAL TELEPHONE NO. E-MAIL

Schedule of Prices

Bid Guaranty

DBE 2026

EEO Program

VOSB 2026

Financial Disclosures

Vendor Disclosure or IPG Active

Registered Vendor Disclosure

IDOT Certificate of Eligibility

Non-Collusion Affidavit – Page R-5

Responsible Bidder Affidavit – Page R-6

R-2R

R-3R

R-4R

R-3

CONTRACT NO. RR-25-2026

AFFIDAVIT

State of )

) SS

County of )

The undersigned, being first duly sworn, on his/her oath deposes and says:

That his/her name is , and he/she resides at , and his/her office is at , That he/she makes, and is authorized to make this affidavit on behalf of , a (Name of Corporation, Partnership, etc.)

, formed under the laws of (Sole proprietorship, corporation, partnership, etc.) (Name of State) of which he/she is .

(Sole owner, partner, president, etc.)

That this bid (of which this Affidavit is a part) for the construction of a portion of The Illinois State Toll Highway Authority System, described in Contract No. RR-25-2026 is submitted in good faith and not as a speculation or to be assigned or relinquished and will be executed and fulfilled by said bidder, according to its terms, if accepted, and according to the Plans, Electronic Data Files and Specifications for said construction, that this bid is made without reference to any other bid, that this bidder has not offered to or received from any person, firm, board, commission, trustee or corporation any sum of money or consideration for the making of said bid; that no inducement of any form or character other than that which appears upon the face of the bid will be suggested, offered, paid or delivered to any person whatsoever to influence the acceptance of the said bid or awarding of the contract, nor has this bidder any agreement or understanding of any kind whatsoever, with any person whomsoever to pay, deliver to, or share with any other person in any way or manner, any of the proceeds of the contract sought by this bid; that said bidder has not directly or indirectly made any arrangements, contract, or understanding with any other bidder or bidders concerning the amount of said bid, nor has such bidder in any way colluded, conspired, connived, or agreed in any manner or form, with any person whomsoever to influence any bid for said contract, directly or indirectly.

(Affiant)

Sworn to before me and subscribed in my presence this day of , (Notary Public)

My Commission Expires:

R-3R

R-4

RESPONSIBLE BIDDER AFFIDAVIT

in accordance with

Illinois Procurement Code Section 30 ILCS 500/30-22(8)

CONTRACT NO: ____________________________

(Enter Tollway Contract Number)

SUBMITTING BIDDER: ____________________________

(Enter Name of Firm)

ADDRESS: ____________________________

STATE OF ILLINOIS )

) SS

COUNTY OF ______________________ )

The Affiant, ______________________________________________, being first duly sworn, upon oath deposes and says:

1. That the Affiant is _____________________of ______________________________________ who is the bidder on the above referenced contract by the Illinois State Toll Highway Authority, hereinafter “Owner” for the contract known as ________________ (enter Tollway contract number), between the bidder and the Owner;

2. The Affiant hereby states that the bidder will maintain an Illinois office as the primary place of employment for persons employed in the construction authorized by said contract if contract is so awarded.

I am duly authorized to make this Affidavit. I know and understand the contents of this Affidavit, and all statements herein are true and correct.

SIGNATURE OF AFFIANT

SUBSCRIBED AND SWORN BEFORE ME THIS ____ DAY OF _____________, 20____.

NOTARY PUBLIC

R-4R

S.P.

PAY ITEM

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

* 20100110 TREE REMOVAL (6 TO 15 UNITS DIAMETER) UNIT 30

20101400 NITROGEN FERTILIZER NUTRIENT POUND 87

20101600 POTASSIUM FERTILIZER NUTRIENT POUND 252

* 20200100 EARTH EXCAVATION CU YD 1066

* 20400800 FURNISHED EXCAVATION CU YD 862

* 28001100 TEMPORARY EROSION CONTROL BLANKET SQ YD 15730

28100105 STONE RIPRAP, CLASS A3 SQ YD 41

28200200 FILTER FABRIC SQ YD 362

BDE 30300112 AGGREGATE SUBGRADE IMPROVEMENT 12" SQ YD 558

40600275 BITUMINOUS MATERIALS (PRIME COAT) POUND 893

40600290 BITUMINOUS MATERIALS (TACK COAT) POUND 347

40600370 LONGITUDINAL JOINT SEALANT FOOT 317

40600982

HOT-MIX ASPHALT SURFACE REMOVAL -

BUTT JOINT

SQ YD 491

40604060

HOT-MIX ASPHALT SURFACE COURSE, IL-9.5,

MIX "D", N50

TON 42

40701826

HOT-MIX ASPHALT PAVEMENT (FULL-DEPTH),

7 1/4"

SQ YD 398

42000080

PAVEMENT CONNECTOR (PCC) FOR BRIDGE

APPROACH SLAB

SQ YD 262

42001300 PROTECTIVE COAT SQ YD 205

44000100 PAVEMENT REMOVAL SQ YD 1093

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2026

MILE POST 44.5 TO MILE POST 54.4

SCHEDULE OF PRICES

BRIDGE REHABILITATION

REAGAN MEMORIAL TOLLWAY (I-88)

HOWLAND CREEK TO IL RTE 26 RAMP

Contract RR-25-2026 P - 5R February 4, 2026

ABenz Text Box February 19, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2026

MILE POST 44.5 TO MILE POST 54.4

SCHEDULE OF PRICES

BRIDGE REHABILITATION

REAGAN MEMORIAL TOLLWAY (I-88)

HOWLAND CREEK TO IL RTE 26 RAMP

44000157 HOT-MIX ASPHALT SURFACE REMOVAL, 2" SQ YD 986

44000300 CURB REMOVAL FOOT 140

44000400 GUTTER REMOVAL FOOT 83

44004000 PAVED DITCH REMOVAL FOOT 44

44004250 PAVED SHOULDER REMOVAL SQ YD 339

48102100 AGGREGATE WEDGE SHOULDER, TYPE B TON 29

48300300

PORTLAND CEMENT CONCRETE SHOULDERS

8"

SQ YD 124

50101700

REMOVAL OF EXISTING SUPERSTRUCTURES

NO. 1

EACH 1

50101800

REMOVAL OF EXISTING SUPERSTRUCTURES

NO. 2

EACH 1

50102400 CONCRETE REMOVAL CU YD 84.9

50104650 SLOPE WALL REMOVAL SQ YD 182

50104720 REMOVAL OF EXISTING CONCRETE DECK EACH 1

50200100 STRUCTURE EXCAVATION CU YD 432

* 50300225 CONCRETE STRUCTURES CU YD 75.4

* 50300255 CONCRETE SUPERSTRUCTURE CU YD 570.0

50300260 BRIDGE DECK GROOVING SQ YD 1321

50300300 PROTECTIVE COAT SQ YD 3615

50301350

CONCRETE SUPERSTRUCTURE (APPROACH

SLAB)

CU YD 170.2

Contract RR-25-2026 P - 6R February 4, 2026

ABenz

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2026

MILE POST 44.5 TO MILE POST 54.4

SCHEDULE OF PRICES

BRIDGE REHABILITATION

REAGAN MEMORIAL TOLLWAY (I-88)

HOWLAND CREEK TO IL RTE 26 RAMP

50401105

FURNISHING AND ERECTING PRECAST

PRESTRESSED CONCRETE I-BEAMS, 54 IN.

FOOT 1447

* 50800205 REINFORCEMENT BARS, EPOXY COATED POUND 291170

* 50800515 BAR SPLICERS EACH 810

* 50800530 MECHANICAL SPLICERS EACH 26

51100100 SLOPE WALL 4 INCH SQ YD 182

51200957 FURNISHING METAL SHELL PILES 12" X 0.250" FOOT 372

51202305 DRIVING PILES FOOT 372

51203200 TEST PILE METAL SHELLS EACH 2

51204650 PILE SHOES EACH 14

52000110 PREFORMED JOINT STRIP SEAL FOOT 84

52100010 ELASTOMERIC BEARING ASSEMBLY, TYPE I EACH 18

52100510 ANCHOR BOLTS, 3/4" EACH 36

52200010 TEMPORARY SHEET PILING SQ FT 705

550B0050 STORM SEWERS, CLASS B, TYPE 1 12" FOOT 113

58600101 GRANULAR BACKFILL FOR STRUCTURES CU YD 161

59100100 GEOCOMPOSITE WALL DRAIN SQ YD 438

59300100 CONTROLLED LOW-STRENGTH MATERIAL CU YD 3

60100060 CONCRETE HEADWALLS FOR PIPE DRAINS EACH 2

Contract RR-25-2026 P - 7R February 4, 2026

ABenz

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2026

MILE POST 44.5 TO MILE POST 54.4

SCHEDULE OF PRICES

BRIDGE REHABILITATION

REAGAN MEMORIAL TOLLWAY (I-88)

HOWLAND CREEK TO IL RTE 26 RAMP

60146304 PIPE UNDERDRAINS FOR STRUCTURES 4" FOOT 240

* 60200205

CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 1

FRAME, CLOSED LID

EACH 2

60600605 CONCRETE CURB, TYPE B FOOT 332

60616110 PAVED DITCH, TYPE A-30 FOOT 44

61000050 CONCRETE THRUST BLOCKS EACH 2

* 61000225 TYPE F INLET BOX, STANDARD 610001 EACH 2

* 61000335 TYPE G INLET BOX, STANDARD 610001 EACH 22

63000001

STEEL PLATE BEAM GUARDRAIL, TYPE A, 6

FOOT POSTS

FOOT 463

63100085 TRAFFIC BARRIER TERMINAL, TYPE 6 EACH 4

63100089 TRAFFIC BARRIER TERMINAL, TYPE 6B EACH 4

63200310 GUARDRAIL REMOVAL FOOT 1392

63300575

REMOVE AND REERECT RAIL ELEMENT OF

EXISTING GUARDRAIL

FOOT 400

* 66900530 SOIL DISPOSAL ANALYSIS EACH 4

* 70307120

TEMPORARY PAVEMENT MARKING - LINE 4" -

TYPE IV TAPE

FOOT 71805

* 70307140

TEMPORARY PAVEMENT MARKING - LINE 8" -

TYPE IV TAPE

FOOT 2184

70600280

IMPACT ATTENUATORS, TEMPORARY

(SEVERE USE,NARROW), TEST LEVEL 3

EACH 2

70600370

IMPACT ATTENUATORS, RELOCATE (SEVERE

USE, NARROW), TEST LEVEL 3

EACH 2

78005110 EPOXY PAVEMENT MARKING - LINE 4" FOOT 2584

Contract RR-25-2026 P - 8R February 4, 2026

ABenz

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2026

MILE POST 44.5 TO MILE POST 54.4

SCHEDULE OF PRICES

BRIDGE REHABILITATION

REAGAN MEMORIAL TOLLWAY (I-88)

HOWLAND CREEK TO IL RTE 26 RAMP

78009004

MODIFIED URETHANE PAVEMENT MARKING -

LINE 4"

FOOT 1133

78009006

MODIFIED URETHANE PAVEMENT MARKING -

LINE 6"

FOOT 260

78200006 GUARDRAIL REFLECTORS, TYPE B EACH 32

78200011 BARRIER WALL REFLECTORS, TYPE C EACH 16

* X0322194

POLYMER MODIFIED PORTLAND CEMENT

MORTAR

SQ FT 154

* X0325391 EXPANDED POLYSTYRENE FILL CU YD 799

* X0325747 BRIDGE DECK CONCRETE CRACK SEALER FOOT 678

* X4401198

HOT-MIX ASPHALT SURFACE REMOVAL,

VARIABLE DEPTH

SQ YD 178

GBSP X5030250 BRIDGE DECK GROOVING (LONGITUDINAL) SQ YD 1324

GBSP X5080530 BAR TERMINATORS EACH 500

* X5110308 SLOPE WALL CRACK SEALING FOOT 422

* X5110310 SLOPE WALL REPAIR SQ YD 6

* X5230174 DRAINAGE SCUPPERS, DS-11 EACH 12

* X5537800 STORM SEWERS TO BE CLEANED 12" FOOT 880

* X7011015

TRAFFIC CONTROL AND PROTECTION

(EXPRESSWAYS)

L SUM 1

* X7013820

TRAFFIC CONTROL SURVEILLANCE,

EXPRESSWAYS

CAL DA 10

* X7830050

RAISED REFLECTIVE PAVEMENT MARKER,

REFLECTOR REMOVAL

EACH 14

* X7830052

RAISED REFLECTIVE PAVEMENT MARKER,

REFLECTOR REPLACEMENT

EACH 14

Contract RR-25-2026 P - 9 February 4, 2026

ABenz

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2026

MILE POST 44.5 TO MILE POST 54.4

SCHEDULE OF PRICES

BRIDGE REHABILITATION

REAGAN MEMORIAL TOLLWAY (I-88)

HOWLAND CREEK TO IL RTE 26 RAMP

GBSP Z0001899 JACK AND REMOVE EXISTING BEARINGS EACH 17

* Z0004552 APPROACH SLAB REMOVAL SQ YD 167

* JI211124 TOPSOIL FURNISH AND PLACE, 4" SQ YD 1733

* JI406107 ASPHALT TACK COAT POUND 1616

* JI406510

WARM-MIX ASPHALT SURFACE COURSE, MIX

"D", N70

TON 237

* JI420040 BRIDGE APPROACH SLAB SQ YD 286

* JI420041 TRANSITION APPROACH SLAB SQ YD 389

* JI420046 TRANSITION APPROACH SHOULDER SLAB SQ YD 68

* JI440015

HOT-MIX ASPHALT REMOVAL, VARIABLE

DEPTH

SQ YD 787

* JI440022 SHOULDER RUMBLE STRIP REMOVAL SQ YD 1078

* JI442296 CLASS D1 PATCHES, TYPE I, 12 INCHES SQ YD 9

* JI442300 CLASS D1 PATCHES, TYPE II, 12 INCHES SQ YD 15

* JI481070 AGGREGATE SHOULDERS SPECIAL, TYPE C TON 105

* JI481130

AGGREGATE SHOULDERS WITH FILTER

FABRIC, TYPE B 4"

SQ YD 119

* JI482104 WARM-MIX ASPHALT SHOULDERS (6 IN.) SQ YD 187

* JI503010

HIGH PERFORMANCE CONCRETE

SUPERSTRUCTURE

CU YD 173

* JI503050

CONCRETE BRIDGE DECK SCARIFICATION (2

INCH)

SQ YD 702

* JI503066

ULTRA HIGH PERFORMANCE CONCRETE

OVERLAY (2 1/4 INCH)

SQ YD 702

Contract RR-25-2026 P - 10 February 4, 2026

ABenz

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2026

MILE POST 44.5 TO MILE POST 54.4

SCHEDULE OF PRICES

BRIDGE REHABILITATION

REAGAN MEMORIAL TOLLWAY (I-88)

HOWLAND CREEK TO IL RTE 26 RAMP

* JI506011 CLEANING JOINTS FOOT 84

* JI521510 LAMINATED ELASTOMERIC BEARING EACH 17

* JI631110

TRAFFIC BARRIER TERMINAL, TYPE T1

(SPECIAL) TANGENT

EACH 2

* JI642014 ASPHALT SHOULDER RUMBLE STRIP, 16 INCH FOOT 4675

* JI664402 FENCE TO BE REMOVED AND RE-ERECTED FOOT 1822

* JI669016

REGULATED SUBSTANCES MONITORING AND

FIELD SCREENING

CAL DAY 298

* JI680131 SLOPED HEADWALL TYPE III, 12", 1:4 EACH 4

* JI701001 DETOUR SIGNING, LOCATION 1 L SUM 1

* JI701002 DETOUR SIGNING, LOCATION 2 L SUM 1

* JI701003 DETOUR SIGNING, LOCATION 3 L SUM 1

* JI701004 DETOUR SIGNING, LOCATION 4 L SUM 1

* JI701005 DETOUR SIGNING, LOCATION 5 L SUM 1

* JI701006 DETOUR SIGNING, LOCATION 6 L SUM 1

* JI701007 DETOUR SIGNING, LOCATION 7 L SUM 1

* JI701008 DETOUR SIGNING, LOCATION 8 L SUM 1

* JI701009 DETOUR SIGNING, LOCATION 9 L SUM 1

* JI703996

TEMPORARY PAVEMENT MARKING TAPE

REMOVAL

SQ FT 25391

* JI704001

TEMPORARY CONCRETE BARRIER, CROSS-

BOLT CONNECTION

FOOT 1337.5

Contract RR-25-2026 P - 11 February 4, 2026

ABenz

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2026

MILE POST 44.5 TO MILE POST 54.4

SCHEDULE OF PRICES

BRIDGE REHABILITATION

REAGAN MEMORIAL TOLLWAY (I-88)

HOWLAND CREEK TO IL RTE 26 RAMP

* JI704006

RELOCATE TEMPORARY CONCRETE

BARRIER, CROSS-BOLT CONNECTION

FOOT 1175.0

* JI781000 RAISED PAVEMENT LANE MARKER EACH 8

* JI781010

RAISED PAVEMENT LANE MARKER

REFLECTOR

EACH 276

** JS120100

TRAILER MOUNTED FULL MATRIX PORTABLE

CHANGEABLE MESSAGE SIGNS

EACH 4

* JS121200 LOW PRESSURE EPOXY INJECTION FOOT 445

** JS121300 HIGH PRESSURE EPOXY INJECTION FOOT 15

** JS280050 SILT FENCE FOOT 367

** JS280051 RE-ERECT SILT FENCE FOOT 92

** JS280210

FILTER FABRIC INLET PROTECTION, BASKET

TYPE

EACH 10

** JS280305 TEMPORARY DITCH CHECKS FOOT 300

* JS503160

DIAMOND GRINDING AND SURFACE

SMOOTHNESS FOR BRIDGE SECTIONS

SQ YD 1087

** JS630002

GALVANIZED STEEL PLATE BEAM

GUARDRAIL, TYPE A 6 FOOT POSTS

FOOT 425

** JS631135 TRAFFIC BARRIER TERMINAL, TYPE T6B EACH 2

** JS670CM0 FIELD OFFICE, TYPE C (MODIFIED) CAL MO 24

** JS671020 MOBILIZATION, TOLLWAY (MODIFIED) L SUM 1

* JS701010 MAINTENANCE OF TRAFFIC L SUM 1

* JS725000 TERMINAL MARKER - DIRECT APPLIED EACH 2

** JS780JA1

GROOVING FOR RECESSED PAVEMENT

MARKING LINES, 5" GROOVE

FOOT 26071

Contract RR-25-2026 P - 12 February 4, 2026

ABenz

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2026

MILE POST 44.5 TO MILE POST 54.4

SCHEDULE OF PRICES

BRIDGE REHABILITATION

REAGAN MEMORIAL TOLLWAY (I-88)

HOWLAND CREEK TO IL RTE 26 RAMP

** JS780JC1

GROOVING FOR RECESSED PAVEMENT

MARKING LINES, 7" GROOVE

FOOT 7150

** JS780JE1

GROOVING FOR RECESSED PAVEMENT

MARKING LINES, 11" GROOVE

FOOT 4036

* JS782014 GUARDRAIL BARRIER REFLECTORS, TYPE B EACH 31

** JS782022 BARRIER WALL REFLECTORS, TYPE C EACH 172

* JT130714 REAIMING MVDS UNITS EACH 1

* JT202009 NON-SPECIAL WASTE DISPOSAL, TYPE 1 CU YD 1520

* JT211A11 SUBGRADE AGGREGATE 12 IN. CU YD 63

* JT250432

SEEDING, CLASS 2E SALT TOLERANT

ROADSIDE MIX (SPECIAL)

ACRE 2.75

* JT250442

SEEDING, CLASS 4F NATIVE GRASS LOW

PROFILE MIX (SPECIAL)

ACRE 1.00

* JT501729 PROTECTIVE SHIELD SQ YD 3355

* JT503010 DECK SLAB REPAIR (PARTIAL) SQ YD 346

* JT503040

STRUCTURAL REPAIR OF CONCRETE (DEPTH

EQUAL TO OR LESS THAN 5 IN.)

SQ FT 846

* JT503041

STRUCTURAL REPAIR OF CONCRETE (DEPTH

GREATER THAN 5 IN.)

SQ FT 73

* JT503100 FIBER WRAP REPAIR SQ FT 551

* JT503102 BEAM END ENCASEMENT EACH 27

* JT503401 FAST DECK SLAB REPAIR (PARTIAL) SQ YD 59

* JT524010 APPLY CONCRETE SEALANT SQ FT 11892

* JT524015 BRIDGE DECK CONCRETE SEALER SQ FT 71796

Contract RR-25-2026 P - 13 February 4, 2026

ABenz

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2026

MILE POST 44.5 TO MILE POST 54.4

SCHEDULE OF PRICES

BRIDGE REHABILITATION

REAGAN MEMORIAL TOLLWAY (I-88)

HOWLAND CREEK TO IL RTE 26 RAMP

* JT525125 BONDED PREFORMED JOINT SEAL, 2 IN. FOOT 280

* JT525127 BONDED PREFORMED JOINT SEAL, 2 1/2 IN. FOOT 86

* JT595001 BRIDGE DRAINAGE SYSTEM, LOCATION NO. 1 L SUM 1

* JT669030 EARTHWORK CONSTRUCTION PLAN L SUM 1

* JT669040 EARTHWORK FINAL CONSTRUCTION REPORT L SUM 1

* JT780300

MULTI-POLYMER PAVEMENT MARKING - LINE

4"

FOOT 26071

* JT780310

MULTI-POLYMER PAVEMENT MARKING - LINE

6"

FOOT 7150

* JT780320

MULTI-POLYMER PAVEMENT MARKING - LINE

10"

FOOT 4036

* JT780325

MULTI-POLYMER PAVEMENT MARKING - LINE

12"

FOOT 634

* JT783005

WATERBLAST PAVEMENT MARKING

REMOVAL WITH VACUUM RECOVERY

SQ FT 16771

* JT783007 RAISED PAVEMENT LANE MARKER REMOVAL EACH 16

* JT783009

RAISED PAVEMENT LANE MARKER,

REFLECTOR REMOVAL

EACH 276

TOTAL AMOUNT OF CORE WORK

Contract RR-25-2026 P - 14 February 4, 2026

ABenz

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2026

MILE POST 44.5 TO MILE POST 54.4

SCHEDULE OF PRICES

BRIDGE REHABILITATION

REAGAN MEMORIAL TOLLWAY (I-88)

HOWLAND CREEK TO IL RTE 26 RAMP

* JT155001 CONTRACTOR'S QUALITY PROGRAM L SUM 1 $ 245,000.00 $ 245,000.00

* JT151500

CONTRACT ADJUSTMENT ALLOWANCE FOR

TEMPERATURE CONTROL OF CONCRETE

UNIT 25,000 $ 1.00 $ 25,000.00

* JT154002

DISPOSAL OF UNIDENTIFIED HAZARDOUS

WASTE

UNIT 25,000 $ 1.00 $ 25,000.00

* JT154008

UNFORESEEN ADDITIONAL MAINTENANCE OF

TRAFFIC

UNIT 25,000 $ 1.00 $ 25,000.00

* JT154049

CONTRACT ALLOWANCE FOR INCENTIVE

PAYMENT OF PAVEMENT SURFACE

SMOOTHNESS

UNIT 8,800 $ 1.00 $ 8,800.00

* JT154067

CONTRACT ALLOWANCE FOR

CONSTRUCTIONWORKS APPRENTICES

UNIT 100,000 $ 1.00 $ 100,000.00

* JT154079

CONTRACT ALLOWANCE FOR ILLINOIS STATE

POLICE SERVICES

UNIT 25,000 $ 1.00 $ 25,000.00

* JT154103

ALLOWANCE FOR RAILROAD FLAGGING AND

SERVICES

UNIT 60,000 $ 1.00 $ 60,000.00

* JT154118 ALLOWANCE FOR UNFORESEEN CONDITIONS UNIT 50,000 $ 1.00 $ 50,000.00

* JT154165 ALLOWANCE FOR UTILITY RELOCATION UNIT 50,000 $ 1.00 $ 50,000.00

999NEG04

NON-COMPLIANCE WITH TOLLWAY

MAINTENANCE OF TRAFFIC PER TOLLWAY

SUPPL. SPEC. 701.08(a)

INC/DAY (2,500.00)$

999NEG05

FAILURE TO RESPOND TO RE-ESTABLISH

DEVICES PER TOLLWAY SUPPL. SPEC.

701.08(b)

OCCUR (2,500.00)$

999NEG06

FAILURE TO REPAIR IMPACT ATTENUATORS,

TEMPORARY PER TOLLWAY SUPPL. SPEC.

701.08(c)

OCCUR (2,500.00)$

999NEG07

LOSS OR DAMAGE TO TOLLWAY OWNED

DEVICES PER TOLLWAY SUPPL. SPEC.

701.08(d)

SQ FT (100.00)$

999NEG08

FAILURE TO OPEN TRAFFIC LANES TO

TRAFFIC PER TOLLWAY SUPPL. SPEC.

701.08(e)(a)

15 MINUTES (3,000.00)$

999NEG09

FAILURE TO OPEN TRAFFIC LANES TO

TRAFFIC PER TOLLWAY SUPPL. SPEC.

701.08(e)(b)

15 MINUTES (5,000.00)$

999NEG23

DAMAGES TO ILLINOIS TOLLWAY'S

OPERATIONAL FACILITIES PER S.P. 115.5 -

REAGAN MEMORIAL WEST

OCCUR (4,000.00)$

NEGATIVE

Contract RR-25-2026 P - 15 February 4, 2026

ABenz

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2026

MILE POST 44.5 TO MILE POST 54.4

SCHEDULE OF PRICES

BRIDGE REHABILITATION

REAGAN MEMORIAL TOLLWAY (I-88)

HOWLAND CREEK TO IL RTE 26 RAMP

999NEG30

DAMAGES TO ILLINOIS TOLLWAY'S

OPERATIONAL FACILITIES PER S.P. 115.5 -

ALL ROADWAYS OFF-PEAK

OCCUR (2,000.00)$

999NEG31

DAMAGE TO ELECTRICAL FACILITIES PER

TOLLWAY SUPPL. SPEC. 107.30 (b)

INC/DAY (1,000.00)$

999NEG32

LIQUIDATED DAMAGES FOR DELAY IN

SUBMITTAL OF PROGRESS SCHEDULE PER

TOLLWAY SUPPL. SPEC. 108.02 (e)

DAY (300.00)$

999NEG33

NON-COMPLIANCE WITH EROSION AND

SEDIMENT CONTROL PER TOLLWAY SUPPL.

SPEC. 280.02 (2) (1)

INC/DAY (1,000.00)$

999NEG34

NON-COMPLIANCE WITH RESPONSIBILITY

FOR CONSTRUCTION HAULING EQUIPMENT

PER TOLLWAY SUPPL. SPEC. 105.15

DAY (1,000.00)$

999NEG35

FAILURE TO RESPOND TO REGULATORY

AGENCY REQUESTS, PER TOLLWAY SUPPL.

SPEC. 280.02 (2) (2)

OCCUR (25,000.00)$

999NEG36

FAILURE TO COMPLY WITH OCCUPANCY

DATE OR PROVIDE COMPLETE FACILITIES.

FIELD OFFICE OR LAB PER TOLLWAY SUPPL.

SPEC. 670.01 (b)

DAY (500.00)$

999NEG44

LIQUIDATED DAMAGES FOR NON-

COMPLETION PER S.P. 105.1.1

CAL DAY (8,500.00)$

999NEG45

LIQUIDATED DAMAGES FOR NON-

COMPLETION PER S.P. 105.1.2

CAL DAY (8,500.00)$

999NEG46

LIQUIDATED DAMAGES FOR NON-

COMPLETION PER S.P. 105.1.3

CAL DAY (7,500.00)$

999NEG47

LIQUIDATED DAMAGES FOR NON-

COMPLETION PER S.P. 105.1.4

CAL DAY (7,500.00)$

999NEG48

LIQUIDATED DAMAGES FOR NON-

COMPLETION PER S.P. 105.1.5

CAL DAY (7,500.00)$

999NEG49

DAMAGE TO FIBER OPTIC UTILITIES PER S.P.

115.3

OCCUR (10,000.00)$

999NEG53

NON-COMPLIANCE WITH CONTRACTOR

QUALITY PROGRAM SPECIAL PROVISION

OCCUR (1,000.00)$

999NEG54

DAMAGE TO TOLLWAY MULTI-MODE CABLE,

DMS SIGNS, CAMERAS,

TELECOMMUNICATION, CABLE, ELECTRICAL,

WATER AND SEWER PER S.P. 115.4

OCCUR (1,000.00)$

999NEG60

LIQUIDATED DAMAGES FOR NON-

COMPLETION PER S.P. 105.1.6

CAL DAY (7,500.00)$

ADJUSTMENTS

Contract RR-25-2026 P - 16 February 4, 2026

ABenz

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2026

MILE POST 44.5 TO MILE POST 54.4

SCHEDULE OF PRICES

BRIDGE REHABILITATION

REAGAN MEMORIAL TOLLWAY (I-88)

HOWLAND CREEK TO IL RTE 26 RAMP

* 999ADJ45

CONSTRUCTIONWORKS APPRENTICES WAGE

RATE PAYMENT

HOUR $ 15.00

* 999ADJ46 ARROW BOARD EACH $ 13.32

* 999ADJ47 ARROW BOARD (WINTER RATE) EACH $ 19.98

* 999ADJ48 TYPE I OR TYPE II BARRICADE EACH $ 1.00

* 999ADJ49

TYPE I OR TYPE II BARRICADE (WINTER

RATE)

EACH $ 1.50

* 999ADJ50 TYPE III BARRICADE EACH $ 2.35

* 999ADJ51 TYPE III BARRICADE (WINTER RATE) EACH $ 3.53

* 999ADJ52 PLASTIC DRUM EACH $ 1.25

* 999ADJ53 PLASTIC DRUM (WINTER RATE) EACH $ 2.34

* 999ADJ54 FLASHER LIGHT EACH $ 0.20

* 999ADJ55 FLASHER LIGHT (WINTER RATE) EACH $ 0.30

* 999ADJ56 STEADY BURN LIGHT EACH $ 0.30

* 999ADJ57 STEADY BURN LIGHT (WINTER RATE) EACH $ 0.45

* 999ADJ58 HI-INTENSITY LIGHT, SIGN MOUNTED EACH $ 1.70

* 999ADJ59

HI-INTENSITY LIGHT, SIGN MOUNTED

(WINTER RATE)

EACH $ 2.55

* 999ADJ60 CMS, SOLAR POWERED EACH $ 45.70

Contract RR-25-2026 P - 17 February 4, 2026

ABenz

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2026

MILE POST 44.5 TO MILE POST 54.4

SCHEDULE OF PRICES

BRIDGE REHABILITATION

REAGAN MEMORIAL TOLLWAY (I-88)

HOWLAND CREEK TO IL RTE 26 RAMP

* 999ADJ61 CMS, SOLAR POWERED (WINTER RATE) EACH $ 68.55

* 999ADJ62 SIGNS, WORK ZONE EACH $ 2.00

* 999ADJ63 SIGNS, WORK ZONE (WINTER RATE) EACH $ 3.00

* 999ADJ64

TEMPORARY MODULAR GLARE SCREEN (12.5

FT. SECTION)

UNIT $ 0.60

* 999ADJ65

TEMPORARY CONCRETE BARRIER (12.5 FT.

SECTION)

UNIT $ 0.83

* 999ADJ66

TEMPORARY CONCRETE BARRIER (10.0 FT.

SECTION)

UNIT $ 0.50

* 999ADJ67

TEMPORARY CONCRETE BARRIER, CROSS

BOLT CONNECTION (12.5 FT. SECTION)

UNIT $ 1.47

* 999ADJ68 TEMPORARY SAND MODULE ATTENUATOR EACH $ 18.33

* 999ADJ69

IMPACT ATTENUATOR, TEMPORARY (SEVERE

USE, NARROW), TEST LEVEL 3

EACH $ 18.33

* 999ADJ70

IMPACT ATTENUATOR, TEMPORARY (SEVERE

USE, WIDE), TEST LEVEL 3

EACH $ 18.33

* 999ADJ71

TEMPORARY INFORMATION SIGNING-

GROUND MOUNTED, 24 SQ FT IN AREA OR

LESS

SQ FT $ 0.25

* 999ADJ72

TEMPORARY INFORMATION SIGNING-

GROUND MOUNTED, GREATER THAN 24 SQ

FT IN AREA

SQ FT $ 0.25

* 999ADJ73

TEMPORARY INFORMATION SIGNING-

OVERHEAD, 24 SQ FT IN AREA OR LESS

SQ FT $ 0.25

* 999ADJ74

TEMPORARY INFORMATION SIGNING-

OVERHEAD, GREATER THAN 24 SQ FT IN

AREA

SQ FT $ 0.25

TOTAL AMOUNT OF CONTINGENCY WORK + CONTRACTOR'S QUALITY PROGRAM (CQP) $ 613,800.00

Contract RR-25-2026 P - 18 February 4, 2026

ABenz

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2026

MILE POST 44.5 TO MILE POST 54.4

SCHEDULE OF PRICES

BRIDGE REHABILITATION

REAGAN MEMORIAL TOLLWAY (I-88)

HOWLAND CREEK TO IL RTE 26 RAMP

BID CREDIT

AWARD CRITERIA

S.P. COLUMN LEGEND

INDICATES SPECIAL PROVISION (PROJECT SPECIFIC OR TOLLWAY STANDARD) *

INDICATES TOLLWAY SUPPLEMENTAL SPECIFICATIONS **

INDICATES IDOT SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS ***

INDICATES IDOT BDE SPECIAL PROVISION BDE

INDICATES IDOT GBSP SPECIAL PROVISION GBSP

INDICATES DISTRICT 1 SPECIAL PROVISION D1

TOTAL AMOUNT OF CORE WORK + TOTAL AMOUNT OF CONTINGENCY WORK +

CONTRACTOR'S QUALITY PROGRAM = TOTAL AMOUNT OF BASE BID

Contract RR-25-2026 P - 19 February 4, 2026

ABenz

Contract RR-25-2026 J-5RR February 4, 2026

S.P. 103.4 INTERIM COMPLETION DATE

The I-88 Eastbound exit ramp to IL 26 closure shall be limited to a maximum of 1 overnight period defined as 10 p.m. on the first day to 8 a.m. on the second day.

The Contractor shall have re-opened the ramp before one overnight period has elapsed.

S.P. 103.5 INTERIM COMPLETION DATE

The I-88 Eastbound entrance ramp at IL 26 closure shall be limited to a maximum of 1 overnight period defined as 10 p.m. on the first day to 8 a.m. on the second day. The Contractor shall have re-opened the ramp before one overnight period has elapsed

S.P. 103.6 INTERIM COMPLETION DATE

The contractor shall have completed all roadway and bridge work, installation of permanent pavement markings, and establishment of the traffic lanes to the final proposed traffic lane configuration such that permanent lane closures are not required during the winter period.

S.P. 104 NOTICE TO PROCEED/COMMENCEMENT OF ON-SITE WORK

In accordance with Article 103.08 of the Illinois Tollway Supplemental Specifications, it is anticipated the Notice to Proceed will be issued after the Contract is approved by all parties; including a work commencement date no earlier than May 18, 2026. The Illinois Tollway will not issue the Notice to Proceed until all documents required by the Contract, including bonding and insurance requirements, are submitted by the Contractor, and approved by the Illinois Tollway. A Time Extension Request shall not be considered should the Notice to Proceed be delayed due to the failure of the Contractor to submit contract documents in compliance with the specified requirements. There shall be no damages or additional compensation due the Contractor for delays, if any, in issuing the Notice to Proceed.

S.P. 104.1 WORK RESTRICTIONS

Work, Maintenance of Traffic, and/or detours cannot begin prior to April 15, 2027 at Howland Creek bridges (BN 1257 and BN 1258) and IL 26 ramp bridge (BN 1235).

S.P. 104.2 WINTER SHUTDOWN

Temporary lane closures and maintenance of traffic operations will not be allowed between November 30th and April 15th without prior approval from the Illinois Tollway.

S.P. 105 LIQUIDATED DAMAGES FOR DELAY(S) AND INCENTIVE PLAN(S)

S.P. 105.1 Liquidated Damages

ABenz Text Box February 19, 2026

ABenz Line

Contract RR-25-2026 J-5A February 5, 2026

S.P. 105.1.1 Liquidated Damages for Non-Completion Per S.P. 103.1

In accordance with the provisions of Article 108.09 of the Illinois Tollway Supplemental Specifications, the Contractor shall pay to the Illinois Tollway the

1. THIS IS ONLY A SUGGESTED PROJECT SCHEDULE AND IS NOT TO BE CONSIDERED THE PROGRESS SCHEDULE AS REQUIRED IN TOLLWAY

SUPPLEMENTAL SPECIFICATIONS ARTICLE 108.02. THE INTENT OF THIS SUGGESTED PROGRESS SCHEDULE IS TO ILLUSTRATE THE WORK

CAN REASONABLY BE PERFORMED WITHIN THE SUGGESTED SCHEDULE DURATION.

2. IF ANY DISCREPANCIES EXIST BETWEEN THIS SUGGESTED PROGRESS SCHEDULE AND THE SPECIFICATIONS, SPECIAL PROVISIONS OR

OTHER CONTRACT DRAWINGS, THE SPECIFICATIONS, SPECIAL PROVISIONS OR OTHER CONTRACT DRAWINGS SHALL GOVERN.

3. IT IS THE CONTRACTOR’S RESPONSIBILITY TO PROVIDE MANPOWER AND EQUIPMENT TO MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

4. THE SEQUENCE OF WORK DESCRIBED IN THE CONTRACTOR’S BASELINE PROGRESS SCHEDULE SHALL DESCRIBE THE PROGRESSION OF WORK

ASSUMING THAT UTILITY RELOCATION WORK IN SPECIFIED LOCATIONS WILL NOT BE COMPLETED PRIOR TO THE DATES OF ANTICIPATED

COMPLETION FOR EACH OF THE UTILITIES LISTED IN THE CONTRACT DOCUMENT AND WORK UNDER THIS CONTRACT WILL NOT BEGIN IN THOSE

LOCATIONS PRIOR TO THESE DATES. SEE SPECIAL PROVISION SP 106.

5. HOLIDAY PERIODS OCCUR DURING THE PROJECT DURATION. REFER TO SP 701 " WORK ZONE TRAFFIC CONTROL AND PROTECTION" AND

SPECIAL PROVISION "MAINTENANCE OF TRAFFIC".

6. "THE CONTRACTOR SHALL REFER TO SECTION 108-"PROSECUTION AND PROGRESS" IN THE TOLLWAY SUPPLEMENTAL SPECIFICATIONS AND

SPECIAL PROVISIONS SP 109 "WORKING HOURS AND PROSECUTION OF THE WORK".

7. THE CONTRACTOR SHALL COOPERATE WITH CONCURRENT ROADWAY WORK PURSUANT TO THE REQUIREMENTS OF SP 103 "CONTRACT

COMPLETION DATE, SUBSTANTIAL AND INTERIM COMPLETION DATE" AND SP 106 "COOPERATION WITH UTILITIES AND OTHERS".

I L L I N O I S 6 0 5 1 5

D O W N E R S G R O V E, 2 7 0 0 O G D E N A V E N U E

DRAWING NO.

OF

DESCRIPTIONDATENO.

SHEET NO.DESIGNED BY: DATE:

DATE:

CHECKED BY: DATE:

DRAWN BY:

MILESTONE: THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY2

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REVISIONS

SK

SK

JB

2/5/2026

2/5/2026

2/5/2026

CONTRACT NO. RR-25-2026

SUGGESTED PROGRESS SCHEDULE

SPS-01

5 330

3 01/21/2026 ADDENDUM NO 3

02/05/2026 ADDENDUM NO 4 4

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02/19/2026

1. THIS IS ONLY A SUGGESTED PROJECT SCHEDULE AND IS NOT TO BE CONSIDERED THE PROGRESS SCHEDULE AS REQUIRED IN TOLLWAY

SUPPLEMENTAL SPECIFICATIONS ARTICLE 108.02. THE INTENT OF THIS SUGGESTED PROGRESS SCHEDULE IS TO ILLUSTRATE THE WORK

CAN REASONABLY BE PERFORMED WITHIN THE SUGGESTED SCHEDULE DURATION.

2. IF ANY DISCREPANCIES EXIST BETWEEN THIS SUGGESTED PROGRESS SCHEDULE AND THE SPECIFICATIONS, SPECIAL PROVISIONS OR

OTHER CONTRACT DRAWINGS, THE SPECIFICATIONS, SPECIAL PROVISIONS OR OTHER CONTRACT DRAWINGS SHALL GOVERN.

3. IT IS THE CONTRACTOR’S RESPONSIBILITY TO PROVIDE MANPOWER AND EQUIPMENT TO MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

4. THE SEQUENCE OF WORK DESCRIBED IN THE CONTRACTOR’S BASELINE PROGRESS SCHEDULE SHALL DESCRIBE THE PROGRESSION OF WORK

ASSUMING THAT UTILITY RELOCATION WORK IN SPECIFIED LOCATIONS WILL NOT BE COMPLETED PRIOR TO THE DATES OF ANTICIPATED

COMPLETION FOR EACH OF THE UTILITIES LISTED IN THE CONTRACT DOCUMENT AND WORK UNDER THIS CONTRACT WILL NOT BEGIN IN THOSE

LOCATIONS PRIOR TO THESE DATES. SEE SPECIAL PROVISION SP 106.

5. HOLIDAY PERIODS OCCUR DURING THE PROJECT DURATION. REFER TO SP 701 " WORK ZONE TRAFFIC CONTROL AND PROTECTION" AND

SPECIAL PROVISION "MAINTENANCE OF TRAFFIC".

6. "THE CONTRACTOR SHALL REFER TO SECTION 108-"PROSECUTION AND PROGRESS" IN THE TOLLWAY SUPPLEMENTAL SPECIFICATIONS AND

SPECIAL PROVISIONS SP 109 "WORKING HOURS AND PROSECUTION OF THE WORK".

7. THE CONTRACTOR SHALL COOPERATE WITH CONCURRENT ROADWAY WORK PURSUANT TO THE REQUIREMENTS OF SP 103 "CONTRACT

COMPLETION DATE, SUBSTANTIAL AND INTERIM COMPLETION DATE" AND SP 106 "COOPERATION WITH UTILITIES AND OTHERS".

2 7 0 0 O G D E N A V E N U E

DRAWING NO.

OF

DESCRIPTIONDATENO.

SHEET NO.DESIGNED BY: DATE:

DATE:

CHECKED BY: DATE:

DRAWN BY:

MILESTONE: THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY2

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REVISIONS

SK

SK

JB

2/4/2026

2/4/2026

2/4/2026

CONTRACT NO. RR-25-2026

SUGGESTED PROGRESS SCHEDULE

SPS-02

6 330

3 01/21/2026 ADDENDUM NO 3

02/04/2026 ADDENDUM NO 4 4

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ABenz Text Box 02/11/2026

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ABenz

2 7 0 0 O G D E N A V E N U E

DRAWING NO.

OF

DESCRIPTIONDATENO.

SHEET NO.DESIGNED BY: DATE:

DATE:

CHECKED BY: DATE:

DRAWN BY:

MILESTONE: THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY2

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S O

Q -0

S h e e t]

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REVISIONS

SK

SK

JB

2/2/2026

2/2/2026

2/2/2026

CONTRACT NO. RR-25-2026

SUMMARY OF QUANTITIES

SOQ-01

7 330

4 02/04/2026 ADDENDUM NO 4

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2 7 0 0 O G D E N A V E N U E

DRAWING NO.

OF

DESCRIPTIONDATENO.

SHEET NO.DESIGNED BY: DATE:

DATE:

CHECKED BY: DATE:

DRAWN BY:

MILESTONE: THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY2

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S c h e d u le s -0

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REVISIONS

SK

SK

JB

2/2/2026

2/2/2026

2/2/2026

CONTRACT NO. RR-25-2026

SCHEDULE OF QUANTITIES

SCH-05

13 330

4 02/04/2026 ADDENDUM NO 4

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DRAWING NO.

OF

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SHEET NO.DESIGNED BY: DATE:

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C ro s s ro a d

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REVISIONS

N

0 1000 2000 3000

SCALE IN FEET

N E

L S

O N R

D

R O C

K

IS

LA

N

D R

D

US 30

B O

L L

M A

N R

D

W A

L K

E R R

D

L O

N G

R D

S C

H

IL

P P R

D

U P

R R

H O

W

LAN

D C

R

EEKH

A M

IL

T O

N R

D

J A

C O

B D

R

M

IL

E B

R A

N C

H

R O

C K R

IV

E R

H A

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O N R

D

CROSS RD

WALKER RD

LEGEND

WORK AREA

SIGN

TYPE III BARRICADE WITH SIGN

A

A

C

C

B

B

A

A

C

C

B B

HOW

LA

ND

CREEK

A

A

C

C

B

B

OVERHEAD CROSSROAD BRIDGE STAGING

1. PERFORM WORK ON OVERHEAD BRIDGES DURING I-88 STAGE 1 AND STAGE 2.

2. CANNOT CLOSE OR REDUCE NUMBER OF OPEN LANES ON TWO (2) ADJACENT

BRIDGES AT THE SAME TIME.

3. MUST ERECT SIGNS AT EACH END OF BRIDGE ALERTING PUBLIC OF BRIDGE

WORK 14 CALENDAR DAYS PRIOR TO START OF WORK.

4. MUST OBTAIN WRITTEN PERMISSION FROM AGENCY HAVING JURISDICTION

TO START BRIDGE DECK WORK 21 CALENDAR DAYS IN ADVANCE OF START

OF WORK.

5. THE WORK REQUIRED TO FURNISH, ERECT, MAINTAIN, AND REMOVE ALL

APPLICABLE TRAFFIC CONTROL DEVICES WILL BE PAID FOR AS DETOUR

SIGNING OF THE SPECIFIED LOCATION. SEE SUGGESTED BRIDGE PHASING

TABLE FOR SPECIFIC PAY ITEMS.

6. REFER TO THE DETOUR SIGNING SPECIAL PROVISION FOR LIST OF AGENCIES TO

BE CONTACTED PRIOR TO THE OVERHEAD BRIDGE CLOSURES.

SIG…