Illinois State Toll Highway Authority Contract No. RR-25-2034 Addendum 1 Page 1 of 2 4/16/2026

ADDENDUM NO. 1

TO

CONTRACT REQUIREMENTS

FOR CONTRACT RR-25-2034

ILLINOIS STATE TOLL HIGHWAY AUTHORITY

Date: 4/16/2026

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, May 1, 2026

NOTICE OF REVISION TO CONTRACT

NOTES:

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

2. 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-13R and P-14R which have been revised and included as part of the Schedule of Prices.

3. The following revised Special Provision pages are included in the Contract with this Addendum: J-2R, J-170R, J- 171R and J-172R.

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

Drawings 1 and 2

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

Drawings 160A, 160B, 160C, 160D, 160E, 160F and 160G

6. The minutes and sign-in sheet from the Optional Pre-Bid Meeting held on April 1, 2026 are included in this

Addendum.

Contract No. RR-25-2034 Addendum 1 Page 2 of 2 4/16/2026

CHANGES TO THE CONTRACT REQUIREMENTS

CHANGES TO THE CONTRACT SCHEDULE OF PRICES

Change #1 Required Documents, Volume I, replace page TOC-1 with page TOC-1R. This replacement contains the following revisions (attached):

1.1. Revised Table of Contents

Change #2 Required Documents, Volume I, replace pages P-13 and P-14 with pages P-13R and P-14R. This replacement contains the following revisions (attached):

2.1. Removed various traffic control-related adjustment items (999ADJ47, 999ADJ49, 999ADJ51, 999ADJ53, 999ADJ55, 999ADJ57, 999ADJ59, 999ADJ61, and 999ADJ63) based on revised Extended Maintenance of

Traffic Work and Equipment Rates (Illinois Tollway) special provision.

2.2 Modified the language of the special provision.

CHANGES TO THE CONTRACT SPECIAL PROVISIONS

Change #3 Special Provisions, Volume II, replace page J-2 with page J-2R. This replacement contains the following revisions (attached):

3.1. Revised Index of Drawings.

Change #4 Special Provisions, Volume II, replace pages J-170, 171 and 172 with J-170R, J171R and J-172R. This replacement contains the following revision (attached):

4.1. Replaced Extended Maintenance of Traffic Work and Equipment Rates (Illinois Tollway) special provision with latest version dated March 20, 2026.

CHANGES TO THE CONTRACT DRAWINGS

Change #5 Contract Plan, Drawing 1. Cover Sheet. This drawing contains the following revisions (attached):

5.1. Revised Index of Drawings.

Change #6 Contract Plans, Drawing 2. Index of Drawings and General Notes. This drawing contains the following revisions (attached):

6.1. Revised Index of Drawings.

Change #7 Contract Plans, New Drawings 160A, 160B, 160C, 160D, 160E, 160F, and 160G. IDOT Details. This new drawings contains the following revisions (attached):

7.1. IDOT BLR and District 1 Details added to sheets.

END OF ADDENDUM CHANGES

TOC-1

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-15

Bid Bond (Insert after P-Pages)

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

Bidder Preferences and Affidavit R-1

Bidder List of Individual Contacts R-2

Affidavit R-3

Responsible Bidder Affidavit R-4

Plant and Equipment Questionnaire S-1 thru S-6

Current Contractual Obligations S-7

Disadvantaged Business Enterprise Participation & Utilization Plan DBE-1 thru DBE-16

Equal Employment Opportunity Program EEO-1 thru EEO-8

Veteran Small Business Participation & Utilization Plan VOSB-1 thru VOSB-12

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

S.P.

PAY ITEM

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

* 20200100 EARTH EXCAVATION CU YD 8

44000157 HOT-MIX ASPHALT SURFACE REMOVAL, 2" SQ YD 6,954

50102400 CONCRETE REMOVAL CU YD 24.1

* 50300225 CONCRETE STRUCTURES CU YD 1.0

* 50300255 CONCRETE SUPERSTRUCTURE CU YD 3.1

50300260 BRIDGE DECK GROOVING SQ YD 178

50300300 PROTECTIVE COAT SQ YD 12

50500405 FURNISHING AND ERECTING STRUCTURAL STEEL POUND 11,730

GBSP 50606701

CLEANING AND PAINTING STRUCTURAL STEEL,

LOCATION 1

L SUM 1

* 50800205 REINFORCEMENT BARS, EPOXY COATED POUND 4,220

50800515 BAR SPLICERS EACH 8

59000200 EPOXY CRACK INJECTION FOOT 164

60624610 CORRUGATED MEDIAN (DOWELLED) SQ FT 964

63200310 GUARDRAIL REMOVAL FOOT 113

* 66900530 SOIL DISPOSAL ANALYSIS EACH 1

* 70307120

TEMPORARY PAVEMENT MARKING - LINE 4" -

TYPE IV TAPE

FOOT 160,536

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2034

SCHEDULE OF PRICES

SYSTEMWIDE STRUCTURAL REHABILITATION

Contract RR-25-2034 Addendum 1 P - 5 April 16, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2034

SCHEDULE OF PRICES

SYSTEMWIDE STRUCTURAL REHABILITATION

* 70307140

TEMPORARY PAVEMENT MARKING - LINE 8" -

TYPE IV TAPE

FOOT 5,409

70600280

IMPACT ATTENUATORS, TEMPORARY (SEVERE

USE,NARROW), TEST LEVEL 3

EACH 6

70600290

IMPACT ATTENUATORS, TEMPORARY (SEVERE

USE,WIDE), TEST LEVEL 3

EACH 1

78000200

THERMOPLASTIC PAVEMENT MARKING - LINE

4"

FOOT 4,061

78000600

THERMOPLASTIC PAVEMENT MARKING - LINE

12"

FOOT 65

BDE 78005130 EPOXY PAVEMENT MARKING - LINE 6" FOOT 22,470

BDE 78005150 EPOXY PAVEMENT MARKING - LINE 12" FOOT 1,177

GBSP X0322194

POLYMER MODIFIED PORTLAND CEMENT

MORTAR

SQ FT 45

* X0322906 WEEP HOLES CORED EACH 47

* X1200201 STRIP SEAL GLAND REPLACEMENT FOOT 147

* X4400110 TEMPORARY PAVEMENT REMOVAL SQ YD 107

D1 X5021512

COFFERDAM (TYPE 1) (IN-STREAM/WETLAND

WORK)

EACH 2

* X5036002 CONCRETE HEADWALL REPAIR EACH 1

D1 X5051204 STRUCTURAL STEEL REMOVAL POUND 11,730

D1 X5051206 STRUCTURAL STEEL REPAIR POUND 6,590

* X5060700 CLEANING AND PAINTING BEARINGS EACH 9

* X5060704 CLEANING AND PAINTING EXPOSED REBAR SQ FT 17

* X5110308 SLOPE WALL CRACK SEALING FOOT 834

Addendum 1 P - 6 April 16, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2034

SCHEDULE OF PRICES

SYSTEMWIDE STRUCTURAL REHABILITATION

* X5110310 SLOPE WALL REPAIR SQ YD 150

* X5230146 BRIDGE DRAINAGE SYSTEM REPAIR FOOT 9

* X5510008 STORM SEWER REPAIR FOOT 126

* X6060500 CORRUGATED MEDIAN REMOVAL SQ FT 964

* X6333500 TRAFFIC BARRIER TERMINAL REMOVAL EACH 2

D1 X7010216 TRAFFIC CONTROL AND PROTECTION, (SPECIAL) L SUM 1

D1 X7011015

TRAFFIC CONTROL AND PROTECTION

(EXPRESSWAYS)

L SUM 1

* X7200061 TEMPORARY INFORMATION SIGNING SQ FT 32

* X7830050

RAISED REFLECTIVE PAVEMENT MARKER,

REFLECTOR REMOVAL

EACH 104

* X7830052

RAISED REFLECTIVE PAVEMENT MARKER,

REFLECTOR REPLACEMENT

EACH 104

* Z0010400 CLEANING BRIDGE SEATS SQ FT 1,882

* JI251010

EROSION CONTROL BLANKET, BIODEGRADABLE

NETTING

SQ YD 354

* JI406108 ASPHALT TACK COAT (NON-TRACKING) POUND 3,142

* JI406510

WARM-MIX ASPHALT SURFACE COURSE, MIX

"D", N70

TON 779

* JI440022 SHOULDER RUMBLE STRIP REMOVAL SQ YD 3,268

* JI481070 AGGREGATE SHOULDERS SPECIAL, TYPE C TON 3

* JI482104 WARM-MIX ASPHALT SHOULDERS (6 IN.) SQ YD 25

* JI485010 TEMPORARY PAVEMENT, CLASS 1 SQ YD 107

Addendum 1 P - 7 April 16, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2034

SCHEDULE OF PRICES

SYSTEMWIDE STRUCTURAL REHABILITATION

* JI503002 APPROACH SLAB REPAIR (PARTIAL) SQ YD 6

* JI503009 CONCRETE SUPERSTRUCTURE, SPECIAL CU YD 19.0

* JI633010

REMOVAL AND REPLACEMENT OF GUARD RAIL

POST

EACH 5

* JI633020

REMOVAL AND REPLACEMENT OF GUARD RAIL

BLOCK-OUT

EACH 5

* JI642010 ASPHALT SHOULDER RUMBLE STRIP FOOT 20

* JI642014 ASPHALT SHOULDER RUMBLE STRIP, 16 INCH FOOT 26,991

* JI669016

REGULATED SUBSTANCES MONITORING AND

FIELD SCREENING

CAL DAY 1

* JI701001 DETOUR SIGNING, LOCATION 1 L SUM 1

* JI703996

TEMPORARY PAVEMENT MARKING TAPE

REMOVAL

SQ FT 57,118

* JI704001

TEMPORARY CONCRETE BARRIER, CROSS-BOLT

CONNECTION

FOOT 7,388

* JI780145 EPOXY PAVEMENT MARKING - LINE 10" FOOT 3,147

* JI781010 RAISED PAVEMENT LANE MARKER REFLECTOR EACH 678

** JS120102

TRAILER MOUNTED FULL MATRIX PORTABLE

CHANGEABLE MESSAGE SIGNS

EACH /

MONTH

** JS121101

DRILL AND GROUT DOWEL BARS AND ANCHOR

RODS

EACH 240

** JS121200 LOW PRESSURE EPOXY INJECTION FOOT 341

** JS250314 SEEDING, CLASS 4B ACRE 0.1

** JS280050 SILT FENCE FOOT 125

** JS280070 STABILIZED CONSTRUCTION ENTRANCE SQ YD 503

** JS280072 TRACKOUT CONTROL MAT SQ YD 79

Addendum 1 P - 8 April 16, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2034

SCHEDULE OF PRICES

SYSTEMWIDE STRUCTURAL REHABILITATION

** JS285055

ARTICULATED CONCRETE BLOCK REVETMENT

SYSTEM, TYPE 1

SQ YD 71

** JS440030 PAVED SHOULDER REMOVAL, VARIABLE DEPTH SQ YD 25

** JS451110 CRACK SEALING POUND 30

** JS630002

GALVANIZED STEEL PLATE BEAM GUARDRAIL,

TYPE A 6 FOOT POSTS

FOOT 113

** JS631120 TRAFFIC BARRIER TERMINAL, TYPE T2 EACH 2

** JS670B00 FIELD OFFICE, TYPE B CAL MO 13

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

* JS701010 MAINTENANCE OF TRAFFIC L SUM 1

** JS780JC1

GROOVING FOR RECESSED PAVEMENT

MARKING LINES, 7" GROOVE

FOOT 103,668

** JS780JE1

GROOVING FOR RECESSED PAVEMENT

MARKING LINES, 11" GROOVE

FOOT 3,147

* JS782022 BARRIER WALL REFLECTORS, TYPE C EACH 282

* JT202009 NON-SPECIAL WASTE DISPOSAL, TYPE 1 CU YD 8

* JT280500 SEDIMENT FILTER BAG EACH 1

* JT501729 PROTECTIVE SHIELD SQ YD 565

* JT503010 DECK SLAB REPAIR (PARTIAL) SQ YD 178

* JT503040

STRUCTURAL REPAIR OF CONCRETE (DEPTH

EQUAL TO OR LESS THAN 5 IN.)

SQ FT 733

Addendum 1 P - 9 April 16, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2034

SCHEDULE OF PRICES

SYSTEMWIDE STRUCTURAL REHABILITATION

* JT503041

STRUCTURAL REPAIR OF CONCRETE (DEPTH

GREATER THAN 5 IN.)

SQ FT 44

* JT503100 FIBER WRAP REPAIR SQ FT 115

* JT503431 FAST APPROACH SLAB REPAIR (PARTIAL) SQ YD 8

* JT524010 APPLY CONCRETE SEALANT SQ FT 12,050

* JT524015 BRIDGE DECK CONCRETE SEALER SQ FT 101,548

* JT525068

MODULAR EXPANSION JOINT STRIP SEAL

REPLACEMENT, 6 IN

FOOT 224

* JT525230

BONDED PREFORMED JOINT SEAL

REPLACEMENT, 3 IN.

FOOT 355

* JT525235

BONDED PREFORMED JOINT SEAL

REPLACEMENT, 4 IN.

FOOT 204

* JT544200 CULVERT TO BE CLEANED (SPECIAL) FOOT 364

* JT546000 TELEVISION INSPECTION OF SEWER FOOT 364

* JT599105

SLOPE WALL GAP FILLER REMOVAL AND

REPLACEMENT

FOOT 158

* JT602831 CLEAN DRAINAGE SYSTEM, LOCATION 1 EACH 1

* JT780310 MULTI-POLYMER PAVEMENT MARKING - LINE 6" FOOT 103,668

* JT780320

MULTI-POLYMER PAVEMENT MARKING - LINE

10"

FOOT 3,147

* JT780325

MULTI-POLYMER PAVEMENT MARKING - LINE

12"

FOOT 1,177

* JT783005

WATERBLAST PAVEMENT MARKING REMOVAL

WITH VACUUM RECOVERY

SQ FT 72,764

* JT783009

RAISED PAVEMENT LANE MARKER, REFLECTOR

REMOVAL

EACH 678

* JT900532 INJECT POLYURETHANE FOAM POUND 347

TOTAL AMOUNT OF CORE WORK

Addendum 1 P - 10 April 16, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2034

SCHEDULE OF PRICES

SYSTEMWIDE STRUCTURAL REHABILITATION

* JT155001 CONTRACTOR'S QUALITY PROGRAM L SUM 1 $100,000.00 $100,000.00

* JT154008

UNFORESEEN ADDITIONAL MAINTENANCE OF

TRAFFIC

UNIT 50,000 $1.00 $50,000.00

* JT154045

CONTRACT ALLOWANCE FOR COLD

WEATHER PAVEMENT MARKINGS

UNIT 25,000 $1.00 $25,000.00

* JT154067

CONTRACT ALLOWANCE FOR

CONSTRUCTIONWORKS APPRENTICES

UNIT 25,000 $1.00 $25,000.00

* JT154095

CONTRACT ALLOWANCE FOR MAINTAIN

LIGHTING SYSTEMS

UNIT 5,000 $1.00 $5,000.00

* JT154103

ALLOWANCE FOR RAILROAD FLAGGING AND

SERVICES

UNIT 30,000 $1.00 $30,000.00

* JT154118 ALLOWANCE FOR UNFORESEEN CONDITIONS UNIT 15,000 $1.00 $15,000.00

** 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)

** 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)

Addendum 1 P - 11 April 16, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2034

SCHEDULE OF PRICES

SYSTEMWIDE STRUCTURAL REHABILITATION

** 999NEG20

DAMAGES TO ILLINOIS TOLLWAY'S

OPERATIONAL FACILITIES PER S.P. 115.5 - TRI-

STATE

OCCUR ($10,000.00)

** 999NEG24

DAMAGES TO ILLINOIS TOLLWAY'S

OPERATIONAL FACILITIES PER S.P. 115.5 -

REAGAN MEMORIAL EAST

OCCUR ($9,000.00)

** 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 ($6,000.00)

** 999NEG45

LIQUIDATED DAMAGES FOR NON-

COMPLETION PER S.P. 105.1.2

CAL DAY ($6,000.00)

** 999NEG46

LIQUIDATED DAMAGES FOR NON-

COMPLETION PER S.P. 105.1.3

CAL DAY ($3,000.00)

** 999NEG47

LIQUIDATED DAMAGES FOR NON-

COMPLETION PER S.P. 105.1.4

CAL DAY ($3,000.00)

** 999NEG48

LIQUIDATED DAMAGES FOR NON-

COMPLETION PER S.P. 105.1.5

CAL DAY ($3,000.00)

** 999NEG49

DAMAGE TO FIBER OPTIC UTILITIES, PER S.P.

115.3

OCCUR ($10,000.00)

** 999NEG48

LIQUIDATED DAMAGES FOR NON-

COMPLETION PER S.P. 105.1.8

CAL DAY ($3,000.00)

Addendum 1 P - 12 April 16, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2034

SCHEDULE OF PRICES

SYSTEMWIDE STRUCTURAL REHABILITATION

* 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 ($3,000.00)

** 999NEG61

LIQUIDATED DAMAGES FOR NON-

COMPLETION PER S.P. 105.1.7

CAL DAY ($3,000.00)

** 999NEG62

LIQUIDATED DAMAGES FOR NON-

COMPLETION PER S.P. 105.1.8

CAL DAY ($3,000.00)

* 999ADJ45

CONSTRUCTIONWORKS APPRENTICES WAGE

RATE PAYMENT

HOUR $15.00

* 999ADJ46 ARROW BOARD EACH $13.32

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

* 999ADJ50 TYPE III BARRICADE EACH $2.35

* 999ADJ52 PLASTIC DRUM EACH $1.25

* 999ADJ54 FLASHER LIGHT EACH $0.20

* 999ADJ56 STEADY BURN LIGHT EACH $0.30

Addendum 1 P - 13 April 16, 2026R

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2034

SCHEDULE OF PRICES

SYSTEMWIDE STRUCTURAL REHABILITATION

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

* 999ADJ60 CMS, SOLAR POWERED EACH $45.70

* 999ADJ62 SIGNS, WORK ZONE EACH $2.00

* 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

Addendum 1 P - 14 April 16, 2026R

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-25-2034

SCHEDULE OF PRICES

SYSTEMWIDE STRUCTURAL REHABILITATION

TOTAL AMOUNT OF CONTINGENCY WORK + CONTRACTOR'S QUALITY PROGRAM (CQP) $250,000

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

Addendum 1 P - 15 April 16, 2026

Contract No. RR-25-2034 J- 2R April 16, 2026

Addendum 1

S.P. 102 CONTRACT RR-25-2034 INDEX OF DRAWINGS

DRAWING NO. SHEET NO. DRAWING DESCRIPTION

1 COVER COVER SHEET

2 GEN-01 INDEX OF DRAWINGS AND GENERAL NOTES

3-4 PRG-01 TO PRG-02 SUGGESTED PROGRESS SCHEDULE

5-6 SOQ-01 TO SOQ-02 SUMMARY OF QUANTITIES

7-8 MOT-01 TO MOT-02 MAINTENANCE OF TRAFFIC NOTES

9-19 MOT-03 TO MOT-13 MAINTENANCE OF TRAFFIC TYPICAL

SECTIONS

20-40 MOT-14 TO MOT-34 MAINTENANCE OF TRAFFIC

41-53 PMK-01 TO PMK-13 PAVEMENT MARKING

54-55 DRAIN-1 TO DRAIN-2 CULVERT REPAIR PLANS

56-59 REC-01 TO REC-04 CULVERT RECORD PLANS

60-62 SA-1 TO SA-3 RETAINING WALL B PLANS

63-70 SB-1 TO SB-8 BRIDGE NO. 141/142

71-78 SC-1 TO SC-8 BRIDGE NO. 157

79-85 SD-1 TO SD-7 BRIDGE NO. 273

86-94 SE-1 TO SE-9 BRIDGE NO. 331

95-97 SF-1 TO SF-3 BRIDGE NO. 165

98-117 SG-1 TO SG-20 BRIDGE NO. 447

118-141 SH-1 TO SH-24 NOISE ABATEMENT WALL TN22.30N.EBS

142-150 MOT-02-01 TO

MOT-02-09

BRIDGE NO. 120 MAINTENANCE OF TRAFFIC

151-155 RDY-1 TO RDY-5 BRIDGE NO. 120 ROADWAY PLAN

156-160 SJ-1 TO SJ-5 BRIDGE NO. 120 STRUCTURAL PLANS

160A-160G DETAIL-01 TO DETAIL-07 IDOT DETAILS (BLR AND DISTRICT 1)

ILLINOIS TOLLWAY STANDARD DRAWINGS

STANDARD NO. TITLE

SECTION C -

C1-13 GALVANIZED STEEL PLATE BEAM GUARDRAIL

C6-11 SHOULDER WIDENING FOR TRAFFIC BARRIER

TERMINAL TYPE T1 (SPECIAL) TANGENT

C7-08 TRAFFIC BARRIER TERMINAL, TYPE T2

SECTION D - ROADWAY APPURTENANCES

D4-10 ROADWAY DELINEATORS AND REFLECTORS

D5-11 PERMANENT PAVEMENT MARKINGS MAINLINE

D7-01 SHOULDER RUMBLE STRIP DETAILS

D8-03 RAISED PAVEMENT LANE MARKER

D10-04 TEMPORARY CONCRETE BARRIER WITH CROSS-

BOLT CONNECTION

SECTION E - MAINTENANCE OF TRAFFIC

E1-07 CONSTRUCTION SIGNS

E2-12 LANE CLOSURE DETAILS

Contract No. RR-25-2034 J- 170R April 16, 2026

EXTENDED MAINTENANCE OF TRAFFIC WORK AND EQUIPMENT RATES (Illinois Tollway)

Effective: September 1, 2021 Revised: March 20,2026

Description. This work shall consist of performing work zone traffic control and protection work as specified in the Contract Documents beyond the original Substantial Completion Date. In addition, maintenance of traffic related equipment rates are established that apply to extra work.

Method of Measurement & Basis of Payment.

Payment will be made on a force account basis in accordance with Article 109.04 of the Illinois Tollway Supplement Specifications. Payment rates for devices will be made at the unit Rate Per Day in the below table.

Should the Contractor qualify for such payment, a corresponding adjustment amount will then be made to UNFORESEEN ADDITIONAL MAINTENANCE OF TRAFFIC.

In all cases, payment for devices will be made for a maximum of 180 days beyond the original Substantial Completion Date shown in the approved baseline schedule.

The below rates reflect equipment usage only. Additional costs for realignment, repairs, maintenance, or replacement of these devices shall be reimbursed according to Illinois Tollway Supplemental Specifications Article 109.04, Payment for Extra Work.

Item number Device Description Unit Rate Per Day

999ADJ46 Arrow Board Each $13.32

999ADJ48 Type I or Type II Barricade Each $1.00

999ADJ50 Type III Barricade Each $2.35

999ADJ52 Plastic Drum Each $1.25

999ADJ54 Flasher Light Each $0.20

999ADJ56 Steady Burn Light Each $0.30

999ADJ58 Hi-intensity Light, Sign Mounted Each $1.70

999ADJ60 CMS, Solar Powered Each $45.70

999ADJ62 Signs, Work Zone Each $2.00

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

Contract No. RR-25-2034 J- 171R April 16, 2026

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

Contract No. RR-25-2034 J- 172R April 16, 2026

PAGE INTENTIONALLY LEFT BLANK

NUMBERTITLE

Ro ck

Fo x

R iv e r

R iv e r

R ive r

F o x

ILLINOIS

WISCONSIN

CHICAGO

IN

D

IA

N A

IL

L

IN

O

IS

Lake

Fox

LAKE MICHIGAN

LEE

WINNEBAGO

OGLE

HENSON

LA SALLE

DE KALB

KENDALL

KANE

BOONE

Mc HENRY

COOK

WILL

Du PAGE

LAKE

JURISDICTIONAL MAP

ZION

GURNEE

WAUKEGAN

HIGHLAND PARKHALF DAY

MUNDELEIN

BARRINGTON

CRYSTAL

MARENGO

LAKE

BELVIDERE

HARVARD

HEBRON

RICHMOND

ANTIOCH

Lake

Geneva

Fontana

Walworth

Clinton

BELOIT

ROCKTON

LOVES

PARK

ROCKFORD

Durand

Dakota

Orangeville

BYRON

OREGON

POLO

KIRKLAND

GENOA

HAMPSHIRE

ELGIN

SYCAMORE

DEKALB

MALTA

CRESTON

ROCHELLE

ELBURN

ST. CHARLES

ROSELLE

ARLINGTON

HTS.

O'HARE

EVANSTON

NAPERVILLE

JOLIET

PLAINFIELD

AURORA

SANDWICH

HINCKLEY

SHABBONA

COMPTON

DIXON

Grove

Deer

ORLAND

PARK

PALOS

HTS.

HARVEY

MCHENRY

/1

/2

B W

P L O

T D

A T E

P L O

T T E D B

Y p w \p a tr ic k c o -p w .b e n tl e y .c o m :p a tr ic k c o -p w -0

\D o c u m e n ts \I S T H

A \R

R -2

-4

\2

.0

D

U R T O \1

D e si g n \1

.3

C

A D

D \S

H E E T S \4

T O -G e n C o v e r.

d g n

F

IL

E N

A M

E

M O

D E L N

A M

E

IL

T o ll w a y C o v e r

P L O

T D

R

IV

E R c p w lo c a l\ v i\ h h w y ss

\b w it o rt \d m s3

\p d f-

IL

T o ll w a y .p lt c fg

P E N

T A

B L E p w \p a tr ic k c o -p w .b e n tl e y .c o m :p a tr ic k c o -p w -0

\D o c u m e n ts \S ta n d a rd s\

IL

T o ll w a y C

A D \T a b le s\

P e n \B la c k

W h it e -I L T o ll w a y .T

B L

P L O

T T

IM

E

:5

:3

A

M

PAGE SIZE:PLOT SCALE: 0.1667 ' / in. 17x11 (in.)

2 7 0 0 O G D E N A V E N U E • D O W N E R S G R O V E • I L L I N O I S • 6 0 5 1 5

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

SUBCONSULTANTS

DESIGN SECTION ENGINEER

www.rina-us.org

CHICAGO, IL 60603

SUITE 3450

55 EAST MONROE STREET

PATRICK ENGINEERING INC.

Design Firm License No. 184000409-0014

550 WARRENVILLE RD # 220, LISLE, IL 60532 (630) 702-9855

A S S O C I A T E S

Illinois State Engineering Corporation #035.002718

Collinsville, IL 62234

Suite 206B

T. 618 344 1156 1803 Ramada Boulevard, I-88 RONALD REAGAN, MP 138.5

SN: BN 273 (NB)

NW I-294 RAMP M OVER E-W AND SALT CREEK

SN: BN 165 (NB)

SOUTHWEST HIGHWAY BRIDGE

I-294 TRI-STATE TOLLWAY, MP 16.1

CONTRACT RR-25-2034

STRUCTURAL REHABILITATION

SYSTEMWIDE

I-94 TRI-STATE TOLLWAY, MP 22.3

TN: TN22.30N (EB)

NOISE WALL REPAIR

RR-25-2034

I-294 TRI-STATE TOLLWAY, MP 48.9

SN: BN 331 (CROSSROAD)

WILLOW ROAD BRIDGE

RR-25-2034

RR-25-2034

I-94 TRI-STATE TOLLWAY, MP 1.2

SN: BN 447 (WB)

US ROUTE 41 RAMP

RR-25-2034

RR-25-2034

I-294 TRI-STATE TOLLWAY, MP 14.6

SN: BN 157 (NB)

115TH STREET BRIDGE

RR-25-2034

I-294 TRI-STATE TOLLWAY, MP 14.1

PAVEMENT AND CULVERT REPAIRS

RR-25-2034

I-294 TRI-STATE TOLLWAY, MP 10.7

SN: BN 141 (NB) & BN 142 (SB)

135TH STREET BRIDGE

RR-25-2034

I-294 TRI-STATE TOLLWAY, MP 4.1

WALL TS4.00 NB-R

BARRIER REPAIR

RR-25-2034

RR-25-2034

I-294 NB OVER ASHLAND AVENUE, CN RAILROAD AND WOOD STREET

SN: BN 120 (NB)

I-294 TRI-STATE TOLLWAY, MP 3.7

D

W

G

GENERAL

MAINTENANCE OF TRAFFIC

DRAINAGE PLANS

RETAINING WALL PLANS

BRIDGE PLANS

NOISE WALL PLANS

54-59

60-62

63-117

118-141

7-40

PAVEMENT MARKING PLANS 41-53

1-6

142-160BN 120 PLANS

IDOT DETAILS 160A - 160G

NTS

N

ILLINOIS

ILLINOIS

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

BITUMINOUS PAVING IS TO BE COMPLETED BY BITUMINOUS PRODUCER.3.

COMPENSATION WILL BE PAID FOR THIS WORK.

OPERATIONS SHALL BE SWEPT DAILY OR IMMEDIATELY AS DIRECTED BY THE ENGINEER. NO ADDITIONAL

CONSTRUCTION. ANY DIRT OR DEBRIS TRACKED ONTO PAVEMENT OR ROADWAYS DUE TO CONTRACTOR

CONTRACTOR SHALL PREVENT DIRT AND DEBRIS FROM BEING TRACKED OUTSIDE OF THE LIMITS OF 2.

THE WORK.

TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED AS SOON AS PRACTICAL AFTER COMPLETION OF

AREAS, SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND TO THE SATISFACTION OF THE ENGINEER.

THE JOB SITE, TEMPORARY VEHICULAR PARKING, TEMPORARY STORAGE, AND TEMPORARY EROSION CONTROL

ALL AREAS THAT HAVE BEEN DISTURBED BY THE CONTRACTOR'S OPERATIONS, INCLUDING TEMPORARY ACCESS TO 1.

RESTORATION NOTES

AREA ON A DAILY BASIS.

REMOVE ALL CONSTRUCTION-RELATED DEBRIS FROM AREAS OUTSIDE THE LIMITS OF THE CONTRACTOR'S WORK 3.

REMAIN FROM CONTRACTOR OPERATIONS.

CONTRACTOR SHALL KEEP WORK AREAS FREE FROM ACCUMULATIONS OF WASTE OR DEBRIS. NO RUBBISH SHALL 2.

WATER, AND NOISE POLLUTION.

THE CONTRACTOR IS REQUIRED TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS REGARDING AIR, 1.

POLLUTION CONTROL NOTES

GENERAL NOTES

FEATURE TOLLWAY LOCATION LOCAL ROAD JURISDICTION COUNTY

PROJECT JURISDICTIONS

TB

KM

RM

GEN-01

INDEX OF DRAWINGS

DRAWING NO. SHEET NO. DESCRIPTION

COVER SHEET1 COV-01

2 GEN-01 INDEX OF DRAWINGS AND GENERAL NOTES

SUMMARY OF QUANTITIES

- MAINTENANCE OF TRAFFIC TYPICAL SECTIONS

-3 4 02-PRG-01 SUGGESTED PROGRESS SCHEDULE

- 02-MOT-01

-MOT-03

CULVERT REPAIR PLANS

- RETAINING WALL B PLANS-SA-1

- 8-SB-1 BRIDGE NO. 141-142 PLANS

- 8-SC-1 BRIDGE NO. 157 PLANS

- 7- BRIDGE NO. 273 PLANS

- 9- BRIDGE NO. 331 PLANS

MAINTENANCE OF TRAFFIC NOTES

- -REC-01 CULVERT RECORD PLANS

DATE: ______________________________

I S

ILLNOI

PROFESSIONAL

ENGINEER

OF

LICENSED

062-070776

APPLY TO DRAWINGS:

NO. 062-070776 EXP. DATE: 11/30/2027

TRENTON G BRUNS, P.E.

S N

U

RB G NOT

N

E R

T

OF

LICENSED

062-066696

DATE: ______________________________

L

IC

E N S

ED

ST

RUCTURALEN

G

IN

E E R

STATEOFILLIN

OI

S

081-007649

APPLY TO DRAWINGS:

NO. 081-007649 EXP. DATE: 11/30/2026

LAURA BLOOMBERG, P.E., S.E.

OF

LICENSED

062-073445

APPLY TO DRAWINGS:

NO. 062-066696 EXP. DATE: 11/30/2027

SOPHIA AHMED, P.E.

APPLY TO DRAWINGS:

NO. 062-073445 EXP. DATE: 11/30/2027

MOHAMMAD NEISHAPOURI, P.E.

I R

U O

P A

HSIEN DA

M

M A

H O

M

D E

MHA .F AIH

P

O S

LAURA F. BLOOMBERG

S

D

W

G

S

I

S

T

H

A

GALVANIZED STEEL PLATE BEAM GUARDRAIL C1-13

D4-10

D5-11

D7-01

D8-03

E1-07

E2-12

E3-11

701601-09

WITH NONTRAVERSABLE MEDIAN

URBAN LANE CLOSURE, MULTILANE, 1W OR 2W

701606-10

WITH MOUNTABLE MEDIAN

URBAN SINGLE LANE CLOSURE, MULTILANE, 2W

701611-01

WITH MOUNTABLE MEDIAN

URBAN HALF ROAD CLOSURE, MULTILANE, 2W

701701-10URBAN LANE CLOSURE, MULTILANE INTERSECTION

701801-06SIDEWALK, CORNER OR CROSSWALK CLOSURE

TRAFFIC CONTROL DEVICES

TRAFFIC BARRIER TERMINAL TYPE 1 BLR23-4

ROADS, INTERSECTIONS, AND DRIVEWAYS

TRAFFIC CONTROL AND PROTECTION FOR SIDE

TC-10

ROADWAY DELINEATORS AND REFLECTORS

PERMANENT PAVEMENT MARKINGS MAINLINE

SHOULDER RUMBLE STRIP DETAILS

RAISED PAVEMENT LANE MARKER

CONSTRUCTION SIGNS

LANE CLOSURE DETAILS

SHOULDER CLOSURE DETAILS

DATE: ______________________________

L

IC

E N S

ED

ST

RUCTURALEN

G

IN

E E R

STATEOFILLIN

081-007039

NATHAN D. RICK

APPLY TO DRAWINGS:

NO. 081-007039 EXP. DATE: 11/30/2026

NATHAN D. RICK, P.E., S.E.

- -SG-1 BRIDGE NO. 447 PLANS

- 24- NOISE ABATEMENT WALL TN22.30N.EB PLANS

I-294 OVER 135TH STREET ROBBINS COOK

I-294 OVER 115TH STREET WORTH COOK

I-294 OVER I-88 TOLLWAY DUPAGE

I-294 UNDER WILLOW ROAD IDOT COOK

I-94 OVER US-41 IDOT LAKE

- - MAINTENANCE OF TRAFFIC PLANS

- -DRAIN-01 02

SH-1

CONTRACTOR ACCESS TO WORK AREA E6-09

SD-1

SE-1

K1-14EROSION CONTROL AND LANDSCAPE

BRIDGE (BN 141 & 142)

BRIDGE (BN 157)

BRIDGE (BN 273)

BRIDGE (BN 331)

BRIDGE (BN 447)

- -PMK-01 PAVEMENT MARKING PLANS

- -SF-1 3 BRIDGE NO. 165 PLANS

I-294 IDOT COOKBRIDGE (BN 165) OVER SOUTHWEST HIGHWAY

DATE: ______________________________

APPLY TO DRAWINGS:

NO. 062-066245 EXP. DATE: 11/30/2027

AMBER M. SEIBER, P.E.

OF

LICENSED

062-066245 R E

BI

ES .M R

E

B M

A

DATE: ______________________________

L

IC

E N S

ED

ST

RUCTURALEN

G

IN

E E R

STATEOFILLIN

081-

NO. 081-007039 EXP. DATE: 11/30/2026

APPLY TO DRAWINGS:

LUKAS JANULIS

007565

LUKAS JANULIS, S.E.

SHEETS 7-53 SHEETS 54-59

ARTERIAL ROAD INFORMATION SIGNING TC-22

TC-26

SHEETS 118-141

19 13

MOT-144020

41 53 13

63 70

71 78

79 85

86 94

118 141

3 / 20 / 2026 3 / 20 / 2026 3 / 20 / 2026 3 / 20 / 2026 3 / 20 / 2026

3 / 20 / 2026 3 / 20 / 2026

NOTES

INDEX OF DRAWINGS AND GENERAL

C6-11

TERMINAL TYPE T1 (SPECIAL) TANGENT

SHOULDER WIDENING FOR TRAFFIC BARRIER

TRAFFIC BARRIER TERMINAL, TYPE T2 C7-08

SHEETS 60-97 SHEETS 98-100, 102-117

I

D

O

W

G

S

PAVEMENT MARKERS (SNOW-PLOW RESISTANT)

TYPICAL APPLICATIONS RAISED REFLECTIVE

TC-11

-5 6 02-SOQ-01

7 8

SHEETS 1-6

SHEET 101

TC-13DISTRICT ONE TYPICAL PAVEMENT MARKINGS

DRIVEWAY ENTRANCE SIGNING

701106-02

15' AWAY

OFF-ROAD OPERATIONS, MULTILANE, MORE THAN

701400-12

FREEWAY/EXPRESSWAY

APPROACH TO LANE CLOSURE,

701401-13LANE CLOSURE, FREEWAY/EXPRESSWAY

701411-09

EXIT RAMP, FOR SPEEDS >= 45 MPH

LANE CLOSURE, MULTILANE, AT ENTRANCE OR

701428-01

FREEWAY/EXPRESSWAY

TRAFFIC CONTROL SETUP AND REMOVAL

- -142 160 BRIDGE NO. 120 PLANS

CONNECTION

TEMPORARY CONCRETE BARRIER WITH CROSS-BOLT D10-04

I-294 COOKOVERBRIDGE (BN 120) ASHLAND AVENUE COOK

I-294 COOKOVERBRIDGE (BN 120) CN RAILROAD CN RAILROAD

I-294 COOKOVERBRIDGE (BN 120) PARK AVENUE E HAZEL CREST

I-294 COOKOVERBRIDGE (BN 120) WOOD STREET IDOT

OF

LICENSED

3 / 20 / 2026

APPLY TO DRAWINGS:

NO. 062-059216 EXP. DATE: 11/30/2027

NICHOLAS J. SCHILLING III, P.E.

062-059216

II

I

G

NI

L

LI

HCS .J S

A

L O

H

CI

N

DATE: ______________________________

L

IC

E N S

ED

ST

RUCTURALEN

G

IN

E E R

STATEOFILLIN

APPLY TO DRAWINGS:

006191

3 / 20 / 2026

SARAH L. CZAPLICKI

SARAH L. CZAPLICKI, S.E.

NO. 081-006191 EXP. DATE: 11/30/2026

MOT-02-01 SJ-5

SHEET 142-155

AS DIRECTED BY THE ENGINEER.

SPECIFICALLY INDICATED IN THE PLANS, SHALL BE PERFORMED AT LOCATIONS

12. ITEMS OF WORK LISTED IN THE SUMMARY OF QUANTITIES, WHICH ARE NOT

MATERIALS ACCORDINGLY TO AVOID DELAYS.

CONJUNCTION WITH CONTRACT COMPLETION REQUIREMENTS AND ORDER

11. THE CONTRACTOR SHALL REVIEW THE SUGGESTED PROGRESS SCHEDULE IN

COST TO THE TOLLWAY.

IMMEDIATELY UNDER THE UTILITY OWNER’S DIRECTION AND AT NO ADDITIONAL

CAUSED BY THE CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED

SERVICE SHALL BE FULLY PROTECTED BY THE CONTRACTOR, AND ANY DAMAGE

DAYS OF THE REQUEST. ANY EXISTING UTILITIES THAT ARE TO REMAIN IN

THE DAY THE REQUEST IS MADE, AND EXCAVATION MUST COMMENCE WITHIN 14

ARE COMPLETED. JULIE TICKETS ARE VALID FOR 28 CALENDAR DAYS, INCLUDING

CONTRACTOR SHALL NOT BEGIN ANY EXCAVATION UNTIL ALL JULIE PROCEDURES

REQUEST FOR THE FIELD LOCATIONS OF BURIED NON-TOLLWAY UTILITIES. THE

SHALL CALL J.U.L.I.E AT (800) 892-0123 OR 811 OR SUBMIT AN ONLINE

UNDER THIS CONTRACT. BEFORE STARTING ANY EXCAVATION, THE CONTRACTOR

AND NATURE OF ANY EXISTING UTILITIES THAT MAY INTERFERE WITH THE WORK

CONDUCT THE NECESSARY INVESTIGATIONS INTO THE LOCATION, SIZE, DEPTH

GUARANTEED TO BE CORRECT OR ALL INCLUSIVE. THE CONTRACTOR SHALL

REPRESENT DATA RECEIVED FROM VARIOUS SOURCES AND ARE NOT

10. THE LOCATIONS OF EXISTING UTILITIES, AS SHOWN ON THE DRAWINGS,

S.P. 115.

https://www.illinoisvirtualtollway.com/doing-business. SEE SPECIAL PROVISIONS

REQUEST FORM A-36. TO SUBMIT A TOLLWAY LOCATE, LOG ONTO

PROCESS FOR THE TOLLWAY FACILITIES BY COMPLETING AN ONLINE LOCATE

INCLUDED IN THE CONTRACT. THE CONTRACTOR SHALL INITIATE THE LOCATE

WORK SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED

THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE TOLLWAY. THIS

PROCEDURES, REPAIR OF THE DAMAGES TO THE CABLES SHALL BE DONE AT

EITHER THROUGH CARELESSNESS OR FAILURE TO FOLLOW THE ABOVE

THEN RELOCATED. IF THE CONTRACTOR CUTS OR DAMAGES ANY CABLES,

LOCATION SHALL FIRST BE EXPOSED BY THE CONTRACTOR BY HAND DIGGING,

CABLES. ANY BURIED CABLE AT OR NEAR A PROPOSED CONSTRUCTION

CABLES. TOLLWAY ELECTRICIANS WILL LOCATE ANY POSSIBLE INTERFERING

NEAR TOLLWAY OWNED ELECTRICAL COMMUNICATIONS OR TRAFFIC CONTROL

TOLLWAY ELECTRICIAN AT LEAST 10 DAYS IN ADVANCE OF ANY CONSTRUCTION

9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE

(CORS) NETWORK IS AVAILABLE FOR CONTRACTOR USE.

8. THE ILLINOIS TOLLWAY CONTINUOUSLY OPERATING REFERENCE STATION

CURRENT ADJUSTMENT.

COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD 83),

7. THE SYSTEM ALIGNMENT IS BASED ON THE ILLINOIS STATE PLANE

THE PLANS.

1988 (NAVD 88, GEOID12A). BENCHMARKS FOR THE PROJECT ARE DESCRIBED IN

6. ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF

INTERNATIONAL SURVEY FOOT.

CURRENT ADJUSTMENT. ALL COORDINATE VALUES ARE SHOWN IN

COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD 83),

5. ALL COORDINATES SHOWN ARE BASED ON THE ILLINOIS STATE PLANE

THIS SHEET MAY BE USED FOR APPROXIMATE MEASUREMENTS.

MAKING MEASUREMENTS ON REDUCED-SIZE PLANS, THE SCALE BARS SHOWN ON

SCALES. REDUCED-SIZE PLANS DO NOT CONFORM TO STANDARD SCALES. WHEN

4. FULL-SIZE PLANS HAVE BEEN PREPARED USING STANDARD ENGINEERING

TO REMAIN OVERNIGHT.

STANDARD SPECIFICATIONS. NO OPENINGS IN THE FENCE SHALL BE ALLOWED

REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH SECTION 664 OF THE

TEMPORARY FENCE SHALL BE INSTALLED IF THE EXISTING FENCE IS TO BE

THE CONTRACTOR IN KIND AT NO ADDITIONAL COST TO THE ILLINOIS TOLLWAY.

THE CONTRACTOR'S OPERATION SHALL BE RECONNECTED AND/OR REPLACED BY

3. EXISTING FENCE THAT HAS TO BE DISCONNECTED AND/OR REMOVED FOR

ADJACENT HIGHWAY APPURTENANCES.

WITH SHIELDS TO PREVENT DAMAGES TO MOTORISTS' VEHICLES AND TO

2. ALL DISTRIBUTORS FOR ASPHALT PAVING OPERATIONS SHALL BE EQUIPPED

COMMONWEALTH EDISON'S TRANSMISSION LINES.

LIMITED TO 15 FEET ABOVE EXISTING GRADE WHILE CROSSING UNDER

1. GENERAL SAFETY PROVISIONS: ALL CONSTRUCTION VEHICLES SHALL BE

SHEETS 156-160

701901-11

-160A 160G DETAIL-01 - 07 IDOT DETAILS (BLR AND DISTRICT 1)

1 ADDENDUM 14-16-2026

DATE: ______________________________

APPLY TO DRAWINGS:

NO. 062-054128 EXP. DATE: 11/30/2027

MICHAEL D. DUMAS, P.E.

OF

LICENSED

062-054128 S A

M

U

D .D LE

A

H

CI

M

160A - 160G

4 / 15 / 2026

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 AUTHORITY CONTRACT NO.

/1

/2

B W

P L O

T D

A T E

P L O

T T E D B

Y p w \p a tr ic k c o -p w .b e n tl e y .c o m :p a tr ic k c o -p w -0

\D o c u m e n ts \I S T H

A \R

R -2

-4

\2

.0

D

U R T O \1

D e si g n \1

.3

C

A D

D \S

H E E T S \4

T O -G e n

N o te s.

d g n

F

IL

E N

A M

E

M O

D E L N

A M

E

D e fa u lt

P L O

T D

R

IV

E R c p w lo c a l\ v i\ h h w y ss

\b w it o rt \d m s3

\p d f-

IL

T o ll w a y .p lt c fg

P E N

T A

B L E p w \p a tr ic k c o -p w .b e n tl e y .c o m :p a tr ic k c o -p w -0

\D o c u m e n ts \S ta n d a rd s\

IL

T o ll w a y C

A D \T a b le s\

P e n \B la c k

W h it e -I L T o ll w a y .T

B L

P L O

T T

IM

E

:1

:2

P

M

PAGE SIZE:PLOT SCALE: 0.1667 ' / in. 17x11 (in.)

REVISIONS

RR-25-203412/4/2025

12/4/2025

12/4/2025 2 160

DETAIL-01

IDOT DETAIL1 4/16/26

MD

BW

MD

4/17/26

4/17/26

4/17/26

ADDENDUM 1 - NEW SHEET

DRAWING NO.

CHECKED BY: DATE:

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT NO.

/2

B W

P L O

T D

A T E

P L O

T T E D B

Y p w \p a tr ic k c o -p w .b e n tl e y .c o m :p a tr ic k c o -p w -0

\D o c u m e n ts \I S T H

A \R

R -2

-4

\2

.0

D

U R T O \1

D e si g n \1

.3

C

A D

D \S

H E E T S \4

T O -I

D O

T -D

-0

.d g n

F

IL

E N

A M

E

M O

D E L N

A M

E

D e fa u lt

P L O

T D

R

IV

E R c p w lo c a l\ v i\ h h w y ss

\b w it o rt \d m s3

\p d f-

IL

T o ll w a y .p lt c fg

P E N

T A

B L E p w \p a tr ic k c o -p w .b e n tl e y .c o m :p a tr ic k c o -p w -0

\D o c u m e n ts \S ta n d a rd s\

IL

T o ll w a y C

A D \T a b le s\

P e n \B la c k

W h it e -I L T o ll w a y .T

B L

P L O

T T

IM

E

:1

:1

P

M

PAGE SIZE:PLOT SCALE: 10.000 ' / in. 17x11 (in.)

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

Design Firm License No. 184000409-0014 www.rina-us.org

LISLE, IL 60532

SUITE 100

2150 WESTERN COURT

PATRICK ENGINEERING INC.

RR-25-2034

160A 160

DETAIL-02

IDOT DETAIL1

MD 4/17/26

4/17/26BW

MD 4/17/26

ADDENDUM 1 - NEW SHEET4/16/26

DRAWING NO.

/2

B W

P L O

T D

A T E

P L O

T T E D B

Y p w \p a tr ic k c o -p w .b e n tl e y .c o m :p a tr ic k c o -p w -0

\D o c u m e n ts \I S T H

A \R

R -2

-4

\2

.0

D

U R T O \1

D e si g n \1

.3

C

A D

D \S

H E E T S \4

T O -I

D O

T -D

-0

.d g n

F

IL

E N

A M

E

M O

D E L N

A M

E

D e fa u lt

P L O

T D

R

IV

E R c p w lo c a l\ v i\ h h w y ss

\b w it o rt \d m s3

\p d f-

IL

T o ll w a y .p lt c fg

P E N

T A

B L E p w \p a tr ic k c o -p w .b e n tl e y .c o m :p a tr ic k c o -p w -0

\D o c u m e n ts \S ta n d a rd s\

IL

T o ll w a y C

A D \T a b le s\

P e n \B la c k

W h it e -I L T o ll w a y .T

B L

P L O

T T

IM

E

:0

:3

P

M

PAGE SIZE:PLOT SCALE: 10.000 ' / in. 17x11 (in.)

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

Design Firm License No. 184000409-0014 www.rina-us.org

LISLE, IL 60532

SUITE 100

2150 WESTERN COURT

PATRICK ENGINEERING INC.

160B 160

DETAIL-03

IDOT DETAIL4/16/261

MD 4/17/26

4/17/26BW

MD 4/17/26

ADDENDUM 1 - NEW SHEET

DRAWING NO.

/2

B W

P L O

T D

A T E

P L O

T T E D B

Y p w \p a tr ic k c o -p w .b e n tl e y .c o m :p a tr ic k c o -p w -0

\D o c u m e n ts \I S T H

A \R

R -2

-4

\2

.0

D

U R T O \1

D e si g n \1

.3

C

A D

D \S

H E E T S \4

T O -I

D O

T -D

-0

.d g n

F

IL

E N

A M

E

M O

D E L N

A M

E

D e fa u lt

P L O

T D

R

IV

E R c p w lo c a l\ v i\ h h w y ss

\b w it o rt \d m s3

\p d f-

IL

T o ll w a y .p lt c fg

P E N

T A

B L E p w \p a tr ic k c o -p w .b e n tl e y .c o m :p a tr ic k c o -p w -0

\D o c u m e n ts \S ta n d a rd s\

IL

T o ll w a y C

A D \T a b le s\

P e n \B la c k

W h it e -I L T o ll w a y .T

B L

P L O

T T

IM

E

:2

:1

P

M

PAGE SIZE:PLOT SCALE: 10.000 ' / in. 17x11 (in.)

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

Design Firm License No. 184000409-0014 www.rina-us.org

LISLE, IL 60532

SUITE 100

2150 WESTERN COURT

PATRICK ENGINEERING INC.

160C 160

DETAIL-04

MD 4/17/26

4/17/26BW

MD 4/17/26

ADDENDUM 1 - NEW SHEET

DRAWING NO.

/2

B W

P L O

T D

A T E

P L O

T T E D B

Y p w \p a tr ic k c o -p w .b e n tl e y .c o m :p a tr ic k c o -p w -0

\D o c u m e n ts \I S T H

A \R

R -2

-4

\2

.0

D

U R T O \1

D e si g n \1

.3

C

A D

D \S

H E E T S \4

T O -I

D O

T -D

-0

.d g n

F

IL

E N

A M

E

M O

D E L N

A M

E

D e fa u lt

P L O

T D

R

IV

E R c p w lo c a l\ v i\ h h w y ss

\b w it o rt \d m s3

\p d f-

IL

T o ll w a y .p lt c fg

P E N

T A

B L E p w \p a tr ic k c o -p w .b e n tl e y .c o m :p a tr ic k c o -p w -0

\D o c u m e n ts \S ta n d a rd s\

IL

T o ll w a y C

A D \T a b le s\

P e n \B la c k

W h it e -I L T o ll w a y .T

B L

P L O

T T

IM

E

:2

:1

P

M

PAGE SIZE:PLOT SCALE: 10.000 ' / in. 17x11 (in.)

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

Design Firm License No. 184000409-0014 www.rina-us.org

LISLE, IL 60532

SUITE 100

2150 WESTERN COURT

PATRICK ENGINEERING INC.

160D 160

DETAIL-05

MD 4/17/26

4/17/26BW

MD 4/17/26

ADDENDUM 1 - NEW SHEET

DRAWING NO.

/2

B W

P L O

T D

A T E

P L O

T T E D B

Y p w \p a tr ic k c o -p w .b e n tl e y .c o m :p a tr ic k c o -p w -0

\D o c u m e n ts \I S T H

A \R

R -2

-4

\2

.0

D

U R T O \1

D e si g n \1

.3

C

A D

D \S

H E E T S \4

T O -I

D O

T -D

-0

.d g n

F

IL

E N

A M

E

M O

D E L N

A M

E

D e fa u lt

P L O

T D

R

IV

E R c p w lo c a l\ v i\ h h w y ss

\b w it o rt \d m s3

\p d f-

IL

T o ll w a y .p lt c fg

P E N

T A

B L E p w \p a tr ic k c o -p w .b e n tl e y .c o m :p a tr ic k c o -p w -0

\D o c u m e n ts \S ta n d a rd s\

IL

T o ll w a y C

A D \T a b le s\

P e n \B la c k

W h it e -I L T o ll w a y .T

B L

P L O

T T

IM

E

:2

:5

P

M

PAGE SIZE:PLOT SCALE: 10.000 ' / in. 17x11 (in.)

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

Design Firm License No. 184000409-0014 www.rina-us.org

LISLE, IL 60532

SUITE 100

2150 WESTERN COURT

PATRICK ENGINEERING INC.

160E 160

DETAIL-06

MD 4/17/26

4/17/26BW

MD 4/17/26

ADDENDUM 1 - NEW SHEET

DRAWING NO.

/2

B W

P L O

T D

A T E

P L O

T T E D B

Y p w \p a tr ic k c o -p w .b e n tl e y .c o m :p a tr ic k c o -p w -0

\D o c u m e n ts \I S T H

A \R

R -2

-4

\2

.0

D

U R T O \1

D e si g n \1

.3

C

A D

D \S

H E E T S \4

T O -I

D O

T -D

-0

.d g n

F

IL

E N

A M

E

M O

D E L N

A M

E

D e fa u lt

P L O

T D

R

IV

E R c p w lo c a l\ v i\ h h w y ss

\b w it o rt \d m s3

\p d f-

IL

T o ll w a y .p lt c fg

P E N

T A

B L E p w \p a tr ic k c o -p w .b e n tl e y .c o m :p a tr ic k c o -p w -0

\D o c u m e n ts \S ta n d a rd s\

IL

T o ll w a y C

A D \T a b le s\

P e n \B la c k

W h it e -I L T o ll w a y .T

B L

P L O

T T

IM

E

:2

:2

P

M

PAGE SIZE:PLOT SCALE: 10.000 ' / in. 17x11 (in.)

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

Design Firm License No. 184000409-0014 www.rina-us.org

LISLE, IL 60532

SUITE 100

2150 WESTERN COURT

PATRICK ENGINEERING INC.

160F 160

DETAIL-07

MD 4/17/26

4/17/26BW

MD 4/17/26

ADDENDUM 1 - NEW SHEET

DRAWING NO.

/2

B W

P L O

T D

A T E

P L O

T T E D B

Y p w \p a tr ic k c o -p w .b e n tl e y .c o m :p a tr ic k c o -p w -0

\D o c u m e n ts \I S T H

A \R

R -2

-4

\2

.0

D

U R T O \1

D e si g n \1

.3

C

A D

D \S

H E E T S \4

T O -I

D O

T -D

-0

.d g n

F

IL

E N

A M

E

M O

D E L N

A M

E

D e fa u lt

P L O

T D

R

IV

E R c p w lo c a l\ v i\ h h w y ss

\b w it o rt \d m s3

\p d f-

IL

T o ll w a y .p lt c fg

P E N

T A

B L E p w \p a tr ic k c o -p w .b e n tl e y .c o m :p a tr ic k c o -p w -0

\D o c u m e n ts \S ta n d a rd s\

IL

T o ll w a y C

A D \T a b le s\

P e n \B la c k

W h it e -I L T o ll w a y .T

B L

P L O

T T

IM

E

:3

:5

P

M

PAGE SIZE:PLOT SCALE: 10.000 ' / in. 17x11 (in.)

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

Design Firm License No. 184000409-0014 www.rina-us.org

LISLE, IL 60532

SUITE 100

2150 WESTERN COURT

PATRICK ENGINEERING INC.

160G 160

Addendum 1 1 of 5 4/16/2026

Capital Program

PRE-BID MEETING MINUTES

MEETING PURPOSE: Optional Pre-Bid Meeting - Contract RR-25-2034 Systemwide Structural Rehabilitation

MEETING DATE: April 1, 2026

MEETING TIME: 2:00 P.M.

CHAIRPERSON: Sherita Kelly - Senior Contract Negotiator

LOCATION: Illinois Tollway Microsoft Teams

TO: See Attached Sign-In Sheet

ISSUE DATE: April 16, 2026

1.0 Sherita Kelly called the meeting to order at 2:00 P.M.

2.0 Meeting attendees were introduced.

3.0 A brief project description was provided:

3.1 Contract Title: Systemwide Structural Rehabilitation.

3.2 The improvements to be constructed under this contract shall be performed along the Illinois Tollway at various locations in Lake, DuPage and Cook County, Illinois.

3.3 The scope of work under this contract includes partial depth transition and approach slab repairs, removal and replacement of joints, clean and reseal joints, PPC beam repairs, clean and paint existing bearings, structural repair of concrete, removal and replacement of guardrail, parapet removal and replacement, epoxy crack injection, MSE wall panel stabilization, noise abatement wall repairs, culvert pipe joint repair, asphalt shoulder repairs, bridge deck repairs, and maintenance of traffic and all other appurtenances and miscellaneous work shown on the plans as required by the Standard Specifications and within these special provisions.

4.0 Advertisement Schedule:

4.1 Plan Holder questions should be provided to

4849D.2034_Questions@docs.e-builder.net as identified on Page A-1.

4.2 Final Date for Plan Holder Questions- April 10, 2025 at 2:00 P.M local time.

4.3 Bid Opening Date – May 1, 2026 at 10:30:00 A.M. local time.

4.4 Please note that in accordance with the R pages of the Illinois Tollway Bid Requirements and section 45-105 of the Illinois Procurement Code (30 ILCS 500/45-105), the bidder or contractor must submit at the time of bid the Illinois

Addendum 1 2 of 5 4/16/2026

Capital Program

PRE-BID MEETING MINUTES

Business Bid Preference Affidavit and any other supporting documents demonstrating that the bidder or contractor is an Illinois business at the time of bid in order to be eligible for a 4% bid preference.

5.0 Compliance Goals:

5.1 Disadvantaged Business Enterprise Program (DBE) - 18 %

5.2 Veteran-Owned Small Business Program (VOSB) – 2.5 %

5.3 Workforce

5.3.1 Equal Employment Opportunity (EEO)

• Minority (19.6%)

• Female (6.9%)

6.0 Diversity Programs - Overview of Available Programs:

6.1 Earned Credit Program (ECP) – Encourages contractors to hire and retain low income-eligible individuals in heavy highway construction.

6.2 Technical Assistance Program – Provides customized business development for small, diverse, and veteran firms.

6.3 Partnering for Growth (P4G) - Encourages established contractors and consultants to mentor small, diverse, and veteran businesses.

6.4 ConstructionWorks Program – Provides pre-apprenticeship training and support to prepare diverse individuals for heavy highway construction careers.

7.0 Project Schedule:

7.1 Anticipated Notice-to-Proceed – July 20, 2026

7.2 Interim Completion Date (Bridge 273) – October 30, 2026

7.3 Interim Completion Date (Bridge 331) – November 2, 2026

7.4 Interim Completion Date (Noisewall TN22.30N EB) – October 19, 2026

7.5 Interim Completion Date (Bridge 165) – October 9, 2026

7.6 Interim Completion Date (Bridge 447) – November 19, 2026

7.7 Interim Completion Date (Bridge 120) – November 20, 2026

7.8 Substantial Completion Date – June 15, 2027

7.9 Contract Completion Date - July 27, 2027

8.0 Special Items to Note:

8.1 Construction activities will need to be coordinated with IDOT, Cook County Department of Transportation and Highways, Village of Worth, Village of Robbins, Village of East Hazel Crest, US Army Corps of Engineers, and Canadian National Railway per the specifications.

Addendum 1 3 of 5 4/16/2026

Capital Program

PRE-BID MEETING MINUTES

9.0 Responses to Plan Holder Questions

9.1 Questions received during the question period to be included in an addendum.

9.2 Addendum No 1 will be sent out the week of April 13, 2026 and will include the District One standard drawings.

10.0 Meeting adjourned at approximately 2:15 P.M.

4 of 5 4/16/2026

Name Email Role Organization Williamson, Carrie CWilliamson@getipass.com Organizer Illinois Tollway Kelly, Sherita skelly@getipass.com Organizer Illinois Tollway Coleman, Timothy TJColeman@getipass.com Presenter Illinois Tollway Qureshi, Safuddin squreshi@getipass.com Presenter Illinois Tollway King, Raven RKing@getipass.com Presenter Illinois Tollway Seagrave, Ann ASeagrave@getipass.com Attendee Illinois Tollway Kenneth ENG (External) kenneth.eng@rina.org External Presenter Mondel, Jim JMondel@getipass.com Attendee Illinois Tollway '+13316310562 Attendee Coppola, Morgan MCoppola@getipass.com Attendee Illinois Tollway Prohammer, Valerie VProhammer@getipass.com Attendee Illinois Tollway Drozd, Laura LDrozd@getipass.com Attendee Illinois Tollway Myers, Lindia LMyers@getipass.com Attendee Illinois Tollway Howe, Ruth RAHowe@getipass.com Attendee Illinois Tollway Ramos, Vanessa VRamos@getipass.com Attendee Illinois Tollway '+16303794726 Attendee

Optional Pre-Bid Meeting: Contract #RR-25-2034 Systemwide Structural Rehabilitation

Illinois State Toll Highway Authority Contract RR-25-2034

5 of 5 4/16/2026