Illinois State Toll Highway Authority Contract No. I-26-2038 Addendum 1 Page 1 of 3 5/5/2026

ADDENDUM NO. 1

TO

CONTRACT REQUIREMENTS

FOR CONTRACT I-26-2038

ILLINOIS STATE TOLL HIGHWAY AUTHORITY

Date: 5/5/2026

For which proposals will be received by the Illinois State Toll Highway Authority through electronic bidding via BidBuy until 10:30:00 A.M. local time, May 19, 2026

NOTICE OF REVISION TO CONTRACT

NOTES:

1. 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 page P-15R and P-18R which has been revised and included as part of the Schedule of Prices.

2. The following revised Special Provision pages are included in the Contract with this Addendum: J-4, J-399 R, J- 437R, J-438R, J-450R, J-467R and J-609R.

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

Volume 1- Drawings 3, 6, 7, 8, 11, and 112 Volume 2- Drawings 395 and 766

4. Revised Contract Drawing 11 will be issued to the successful Bidder. The revised drawing will reflect the quantity change shown in the “Summary of Revisions to Pay Item Quantities” table included in this addendum.

5. The minutes and sign-in sheet from the Optional Pre-Bid Meeting held on April 22, 2026 are included in this Addendum.

Addendum 1 Page 2 of 3 5/5/2026

CHANGES TO THE CONTRACT REQUIREMENTS

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

* JT740300

STORAGE OF ITS GANTRY FRAME (STEEL),

SINGLE SPAN

CAL DAY 4797 -4332 465

* Denotes Special Provision

Change #1 Contract Requirements, Volume I, replace page P-15 with page P-15R. This replacement contains the following revisions (attached):

1.1. Reduced quantity on pay item STORAGE OF ITS GANTRY FRAME (STEEL), SINGLE SPAN.

Change #2 Contract Requirements, Volume I, replace page P-18 with page P-18R. This replacement contains the

2.1. Change of the unit price of NON-COMPLIANCE WITH EROSION AND SEDIMENT CONTROL PER TOLLWAY

SUPPL. SPEC 280.02 (2) (1).

CHANGES TO THE CONTRACT SPECIAL PROVISIONS

Change #3 Contract Requirements, Volume III, replace page J-4 with page J4R. These replacements contain the following revisions (attached):

3.1. Revised table of Illinois Tollway Standard Drawings.

Change #4 Contract Requirements, Volume III, replace page J-399 with page J399R. These replacements contain the following revisions (attached):

4.1. Revised language of JT132180, CONDUIT TRAY SYSTEM to provide guidance on locating rebar.

Change #5 Contract Requirements, Volume III, replace page J-437 with page J-437R. These replacements

5.1. Revised to provide a complete form.

Change #6 Contract Requirements, Volume III, replace page J-438 with page J-438R. These replacements

6.1. Revised to provide a complete form.

Change #7 Contract Requirements, Volume III, replace page J-450 with page J-45R. These replacements

7.1. Revised to provide a complete form.

Addendum 1 Page 3 of 3 5/5/2026

Change #8 Contract Requirements, Volume III, replace page J-467 with page J-467R. These replacements

8.1. Revised to provide a complete form.

Change #9 Contract Requirements, Volume III, replace page J-609 with page J-609R. These replacements

9.1. Revised special provision for STORAGE OF ITS GANTRY FRAME (STEEL), SINGLE SPAN to change method of measurement.

CHANGES TO THE CONTRACT DRAWINGS

Change #10 Contract Plans, Volume 1, Drawing 3. Index of Drawings and List of Standards. These drawings contain

10.1. Revised list of Illinois Tollway Standard Drawings.

Change #11 Contract Plans, Volume1, Drawings 6, 7, and 8. Suggested Progress Schedule. These drawings contain

11.1. Revised schedule header to correct project ID and correct calendar alignment.

Change #12 Contract Plans, Volume 1, Drawing number 11. Summary of Quantities. This drawing contains the following revisions (issued to the successful bidder):

12.1. Revised quantity of Storage of Gantry Frame (Steel), Single Span to reflect revised method of measurement included in this Addendum.

Change #13 Contract Plans, Volume 1, Drawing 112. Maintenance of Traffic Application. This drawing contains the

13.1. Revised summary table of applicable IDOT traffic control standards to be used.

Change #14 Contract Plans, Volume 2 Drawing 395. Index of Drawings and List of Standards. These drawings contain

14.1. Revised list of Illinois Tollway Standard Drawings.

Change #15 Contract Plans, Volume2, Drawing 766. ITS Cross Section. This drawing contains the following revisions

(attached):

15.1. Revised cross section to include noise abatement wall and drainage sewer line relocated as a construction revision in another contract. There is no impact to ITS equipment at this location due to the revision.

END OF ADDENDUM CHANGES

S.P.

PAY ITEM

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

* 20100110 TREE REMOVAL (6 TO 15 UNITS DIAMETER) UNIT 40

20101400 NITROGEN FERTILIZER NUTRIENT POUND 43

20101600 POTASSIUM FERTILIZER NUTRIENT POUND 116

* 20200100 EARTH EXCAVATION CU YD 115

21400100 GRADING AND SHAPING DITCHES FOOT 50

25000750 MOWING ACRE 0.25

25100630 EROSION CONTROL BLANKET SQ YD 6,222

31101200 SUBBASE GRANULAR MATERIAL, TYPE B 4" SQ YD 19

* 40600275 BITUMINOUS MATERIALS (PRIME COAT) POUND 777

42001300 PROTECTIVE COAT SQ YD 49

42400200

PORTLAND CEMENT CONCRETE SIDEWALK

5 INCH

SQ FT 167

42400800 DETECTABLE WARNINGS SQ FT 10

44000300 CURB REMOVAL FOOT 20

44000500

COMBINATION CURB AND GUTTER

REMOVAL

FOOT 85

* 44213000 PATCHING REINFORCEMENT SQ YD 34

SCHEDULE OF PRICES

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-26-2038

TRI-STATE TOLLWAY (I-294)

ATM SYSTEMS, ITS DEVICE AND FIBER INSTALLATION

MILE POST 17.5 TO MILE POST 39.8

95TH STREET TO BALMORAL AVENUE

Contract I-26-2038 Addendum 1 P - 5 May 5, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

SCHEDULE OF PRICES

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-26-2038

TRI-STATE TOLLWAY (I-294)

ATM SYSTEMS, ITS DEVICE AND FIBER INSTALLATION

MILE POST 17.5 TO MILE POST 39.8

95TH STREET TO BALMORAL AVENUE

* 44213200 SAW CUTS FOOT 60

* 44213204 TIE BARS 3/4" EACH 30

60250200 CATCH BASINS TO BE ADJUSTED EACH 1

* 66900530 SOIL DISPOSAL ANALYSIS EACH 14

70600280

IMPACT ATTENUATORS, TEMPORARY

(SEVERE USE, NARROW), TEST LEVEL 3

EACH 2

87900205 DRILL EXISTING HEAVY DUTY HANDHOLE EACH 39

89502300 REMOVE ELECTRIC CABLE FROM CONDUIT FOOT 28,546

89502380 REMOVE EXISTING HANDHOLE EACH 3

* X7010216

TRAFFIC CONTROL AND PROTECTION,

(SPECIAL)

L SUM 1

D1 X7011015

TRAFFIC CONTROL AND PROTECTION,

(EXPRESSWAYS)

L SUM 1

* X8710039

FIBER OPTIC CABLE 144 FIBERS, SINGLE

MODE

FOOT 4,200

* X8951011 REMOVE AERIAL CABLE FOOT 12,793

* JI211110 TOPSOIL EXCAVATION AND PLACEMENT CU YD 50

* JI211112 TOPSOIL EXCAVATION AND DISPOSAL CU YD 100

* JI406107 ASPHALT TACK COAT POUND 155

Addendum 1 P - 6 May 5, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

SCHEDULE OF PRICES

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-26-2038

TRI-STATE TOLLWAY (I-294)

ATM SYSTEMS, ITS DEVICE AND FIBER INSTALLATION

MILE POST 17.5 TO MILE POST 39.8

95TH STREET TO BALMORAL AVENUE

* JI442836

ACCELERATED PORTLAND CEMENT

CONCRETE PATCHING, CLASS A, TYPE IV,

12 INCHES

SQ YD 34

* JI481130

AGGREGATE SHOULDERS WITH FILTER

FABRIC, TYPE B 4"

SQ YD 178

* JI482104 WARM-MIX ASPHALT SHOULDERS (6 IN.) SQ YD 358

* JI602530 CATCH BASIN TO BE ADJUSTED (SPECIAL) EACH 1

* JI606030 GUTTER, TYPE G-3, MODIFIED FOOT 85

* JI637300

CONCRETE BARRIER REMOVAL AND

REPLACEMENT (SPECIAL)

FOOT 50

* JI664402 FENCE TO BE REMOVED AND RE-ERECTED FOOT 80

* Jl669016

REGULATED SUBSTANCES MONITORING

AND FIELD SCREENING

CAL DAY 14

* JI704001

TEMPORARY CONCRETE BARRIER, CROSS-

BOLT CONNECTION

FOOT 560

** JS107360 DUST CONTROL WATERING UNIT 5

** JS120101

TRAILER MOUNTED FULL MATRIX

PORTABLE CHANGEABLE MESSAGE SIGNS

EACH/WEEK 20

** JS250220 SEEDING, CLASS 2E ACRE 0.25

** JS250221 SEEDING, CLASS 2F ACRE 0.25

** JS250318 SEEDING, CLASS 4F ACRE 1.25

** JS250320 SEEDING, CLASS 5 ACRE 1.25

Addendum 1 P - 7 May 5, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

SCHEDULE OF PRICES

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-26-2038

TRI-STATE TOLLWAY (I-294)

ATM SYSTEMS, ITS DEVICE AND FIBER INSTALLATION

MILE POST 17.5 TO MILE POST 39.8

95TH STREET TO BALMORAL AVENUE

** JS280020

MANAGEMENT OF EROSION AND SEDIMENT

CONTROL

CAL MO 3

** JS280050 SILT FENCE FOOT 159

** JS280051 RE-ERECT SILT FENCE FOOT 159

** JS280070 STABILIZED CONSTRUCTION ENTRANCE SQ YD 200

** JS280120 TREE PROTECTION FOOT 15

** JS280150

TEMPORARY STABILIZATION WITH STRAW

MULCH

ACRE 0.25

** JS280151 SAME-DAY STABILIZATION SQ YD 135

** JS280180 RECTANGULAR INLET PROTECTION EACH 2

** JS280210

FILTER FABRIC INLET PROTECTION,

BASKET TYPE

EACH 3

** JS280305 TEMPORARY DITCH CHECKS FOOT 40

** JS664305 RIGHT-OF-WAY FENCE, TYPE 1, 6' FOOT 485

** JS664310

CORNER POST, RIGHT-OF-WAY FENCE,

TYPE 1

EACH 1

** JS664335

DOUBLE VEHICLE GATE, RIGHT-OF-WAY

FENCE, TYPE 1

EACH 1

** JS664400 RIGHT-OF-WAY FENCE REMOVAL FOOT 491

** JS670B00 FIELD OFFICE, TYPE B CAL MO 28

Addendum 1 P - 8 May 5, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

SCHEDULE OF PRICES

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-26-2038

TRI-STATE TOLLWAY (I-294)

ATM SYSTEMS, ITS DEVICE AND FIBER INSTALLATION

MILE POST 17.5 TO MILE POST 39.8

95TH STREET TO BALMORAL AVENUE

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

* JS701010 MAINTENANCE OF TRAFFIC L SUM 1

* JS740110

ITS GANTRY FRAME (STEEL), SPANS LESS

THAN OR EQUAL TO 110'

FOOT 1,074

* JS740130

ITS GANTRY FRAME (STEEL), SPANS

GREATER THAN 110' AND LESS THAN OR

EQUAL TO 130'

FOOT 362

* JS740150

ITS GANTRY FRAME (STEEL), SPANS

GREATER THAN 130' AND LESS THAN OR

EQUAL TO 150'

FOOT 141

* JS782022 BARRIER WALL REFLECTORS TYPE C EACH 112

** JS804100 ELECTRIC SERVICE INSTALLATION EACH 1

** JS810879

UNDERGROUND CONDUIT, COILABLE

NONMETALLIC CONDUIT, 4" DIA.

FOOT 65

** JS814002 HEAVY-DUTY HANDHOLE, TOLLWAY EACH 3

** JS816078

UNIT DUCT, WITH 4-1/C NO. 4 AND 1/C NO.

6 GROUND, 600V (XLP-TYPE USE), 2" DIA.

CNC

FOOT 2,305

** JS817212

ELECTRIC CABLE IN CONDUIT, 600V (XLP-

TYPE USE) 1/C NO. 8

FOOT 359,876

** JS817213

ELECTRIC CABLE IN CONDUIT, 600V (XLP-

TYPE USE) 1/C NO. 6

FOOT 100,639

** JS817214

ELECTRIC CABLE IN CONDUIT, 600V (XLP-

TYPE USE) 1/C NO. 4

FOOT 74,833

** JS817215

ELECTRIC CABLE IN CONDUIT, 600V (XLP-

TYPE USE) 1/C NO. 2

FOOT 13,244

** JS817219

ELECTRIC CABLE IN CONDUIT, 600V (XLP-

TYPE USE) 1/C NO. 4/0

FOOT 3,960

Addendum 1 P - 9 May 5, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

SCHEDULE OF PRICES

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-26-2038

TRI-STATE TOLLWAY (I-294)

ATM SYSTEMS, ITS DEVICE AND FIBER INSTALLATION

MILE POST 17.5 TO MILE POST 39.8

95TH STREET TO BALMORAL AVENUE

** JS817222

ELECTRIC CABLE IN CONDUIT, 600V (XLP-

TYPE USE) 1/C 350MCM

FOOT 800

** JS817224

ELECTRIC CABLE IN CONDUIT, 600V (XLP-

TYPE USE) 1/C 500MCM

FOOT 800

** JS821100 LUMINAIRE, LED, HORIZONTAL MOUNT EACH 1

** JS825004 LIGHTING CONTROLLER, 200 AMPERE EACH 1

** JS830003

GROUND MOUNTED LIGHT POLE,

ALUMINUM, 50 FT., 15 FT. MAST ARM

EACH 1

** JS836002

LIGHT POLE FOUNDATION (ROADWAY)

STEEL HELIX (10 FT)

EACH 1

** JS842080

REMOVAL OF EXISTING LIGHTING UNIT,

SALVAGE

EACH 1

** JS842105 POLE FOUNDATION, REMOVED EACH 1

** JS845011 REMOVAL OF LIGHTING CONTROLLER EACH 4

** JS845012

REMOVAL OF ELECTRIC SERVICE

INSTALLATION

EACH 5

** JS845013

REMOVAL OF LIGHTING CONTROLLER

FOUNDATION

EACH 2

** JS846001 MAINTAIN LIGHTING SYSTEM L SUM 1

* JT130745

PRECAST CONCRETE INTERMEDIATE

POWER DISTRIBUTION AND

COMMUNICATION FACILITY

EACH 1

* JT130748

ELECTRIC WORK, INTERMEDIATE POWER

AND COMMUNICATION DISTRIBUTION

FACILITY, ITS ONLY

EACH 6

* JT130752

CONCRETE FOUNDATION, INTERMEDIATE

POWER DISTRIBUTION AND

COMMUNICATION FACILITY

EACH 1

Addendum 1 P - 10 May 5, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

SCHEDULE OF PRICES

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-26-2038

TRI-STATE TOLLWAY (I-294)

ATM SYSTEMS, ITS DEVICE AND FIBER INSTALLATION

MILE POST 17.5 TO MILE POST 39.8

95TH STREET TO BALMORAL AVENUE

* JT130754

ELECTRIC WORK, INTERMEDIATE POWER

DISTRIBUTION AND COMMUNICATION

FACILITY

EACH 1

* JT131317 REMOVE BLUETOOTH TRAFFIC SENSOR EACH 17

* JT131800

PLAZA COMMUNICATION WORK, LOCATION

L SUM 1

* JT131801

PLAZA COMMUNICATION WORK, LOCATION

L SUM 1

* JT131802

PLAZA COMMUNICATION WORK, LOCATION

L SUM 1

* JT132040 DYNAMIC MESSAGE SIGN - TYPE 1 EACH 2

* JT132047 DYNAMIC MESSAGE SIGN – FRONT ACCESS EACH 7

* JT132050

DYNAMIC MESSAGE SIGN -TYPE 1

(TRAINING)

L SUM 1

* JT132057

DYNAMIC MESSAGE SIGN – FRONT ACCESS

(TRAINING)

L SUM 1

* JT132060

DYNAMIC MESSAGE SIGN - TYPE 1 (SPARE

PARTS)

EACH 1

* JT132071

DYNAMIC MESSAGE SIGN – FRONT ACCESS

(SPARE PARTS)

EACH 1

* JT132072

DYNAMIC MESSAGE SIGN - TYPE 2 (9

CHARACTERS)

EACH 29

* JT132074

DYNAMIC MESSAGE SIGN - TYPE 2 (9

CHARACTERS) (TRAINING)

L SUM 1

* JT132075

DYNAMIC MESSAGE SIGN - TYPE 2 (9

CHARACTERS) (SPARE PARTS)

EACH 1

* JT132090 ATM LANE CONTROL SIGN - TYPE 1 EACH 55

Addendum 1 P - 11 May 5, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

SCHEDULE OF PRICES

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-26-2038

TRI-STATE TOLLWAY (I-294)

ATM SYSTEMS, ITS DEVICE AND FIBER INSTALLATION

MILE POST 17.5 TO MILE POST 39.8

95TH STREET TO BALMORAL AVENUE

* JT132091

ATM LANE CONTROL SIGN - TYPE 1 (SPARE

PARTS)

EACH 1

* JT132092 ATM LANE CONTROL SIGN - TYPE 2 EACH 308

* JT132093

ATM LANE CONTROL SIGN - TYPE 2 (SPARE

PARTS)

EACH 1

* JT132094

ATM LANE CONTROL SIGN - TYPE 1

(SPECIAL)

EACH 1

* JT132096

ATM LANE CONTROL SIGN - TYPE 2

(SPECIAL)

EACH 5

* JT132098 ATM LANE CONTROL SIGN (TRAINING) L SUM 1

* JT132099

ATM TEST GANTRY WITH LANE CONTROL

SIGNS AND DMS TYPE 2

EACH 1

* JT132180 CONDUIT TRAY SYSTEM FOOT 400

* JT132621 DMS ELECTRICAL WORK - TYPE 1 EACH 2

* JT132800 REMOVE ITS POLE MOUNTED ENCLOSURE EACH 10

* JT132810

ITS POLE MOUNTED ENCLOSURE (CCTV OR

MVDS)

EACH 27

* JT132814 ITS DISCONNECT SWITCH ASSEMBLY EACH 27

* JT132820 CCTV CAMERA, ITS ASSEMBLY EACH 43

* JT132830

FIBER OPTIC COMMUNICATIONS, ITS

ASSEMBLY

EACH 95

* JT132845

MICROWAVE VEHICLE DETECTION SYSTEM

(MVDS), ITS ASSEMBLY

EACH 5

Addendum 1 P - 12 May 5, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

SCHEDULE OF PRICES

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-26-2038

TRI-STATE TOLLWAY (I-294)

ATM SYSTEMS, ITS DEVICE AND FIBER INSTALLATION

MILE POST 17.5 TO MILE POST 39.8

95TH STREET TO BALMORAL AVENUE

* JT132852 ITS WALL MOUNTED ENCLOSURE EACH 10

* JT132853

ITS DISCONNECT SWITCH ASSEMBLY WALL

MOUNTED

EACH 10

* JT134037

ITS ELEMENT SITE GROUNDING - POLE

MOUNTED ASSEMBLY

EACH 37

* JT134048

ITS ELEMENT SITE GROUNDING - ATM

EQUIPMENT CABINETS

EACH 6

* JT135006

REMOVE MICROWAVE VEHICLE DETECTION

ASSEMBLY

EACH 2

* JT135095 GANTRY ONLY ELECTRICAL WORK EACH 56

* JT135097 REMOVE CCTV CAMERA, POLE MOUNTED EACH 10

* JT135100 CONCRETE FILLED PIPE BOLLARDS EACH 5

* JT136200

ON-SITE BREATHING WORK ZONE AIR

QUALITY MONITORING

CAL DAY 40

* JT160099

HANDHOLE FOR SINGLE MODE FIBER OPTIC

CABLE, TORSION ASSIST, 48"X72"X36"

EACH 4

* JT160217 LOCATE POST FOR FIBER OPTIC CABLE EACH 4

* JT160218

CABLE MARKER WARNING SIGN, WITH

POST, FOR FIBER OPTIC CABLE

EACH 29

* JT160225

SINGLE MODE FIBER OPTIC CABLE

REMOVAL, SALVAGE

FOOT 134,436

* JT160226

SINGLE MODE FIBER OPTIC CABLE

REMOVAL, NO SALVAGE

FOOT 93,735

* JT160251

HANDHOLE REMOVAL FOR SINGLE MODE

FIBER OPTIC CABLE, NO SALVAGE

EACH 44

Addendum 1 P - 13 May 5, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

SCHEDULE OF PRICES

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-26-2038

TRI-STATE TOLLWAY (I-294)

ATM SYSTEMS, ITS DEVICE AND FIBER INSTALLATION

MILE POST 17.5 TO MILE POST 39.8

95TH STREET TO BALMORAL AVENUE

* JT160266 WOOD POLE REMOVAL, NO SALVAGE EACH 207

* JT160295

CLEAN AND PROOF EXISTING CONDUIT

(UNDERGROUND)

FOOT 3,585

* JT160296

CLEAN AND PROOF EXISTING CONDUIT

(ATTACHED TO STRUCTURE)

FOOT 3,270

* JT160297

CLEAN AND PROOF EXISTING CONDUIT

(EMBEDDED IN STRUCTURE)

FOOT 194,850

* JT160319

FIBER OPTIC CABLE, SINGLE MODE,

ARMORED, 240 FIBERS, USX

FOOT 7,020

* JT160324

FIBER OPTIC CABLE, SINGLE MODE,

ARMORED, 144 FIBERS

FOOT 75,300

* JT160328

FIBER OPTIC CABLE, SINGLE MODE,

ARMORED, 432 FIBERS

FOOT 65,520

* JT160340

FIBER OPTIC CONNECTION HARDWARE,

TYPE 1

EACH 86

* JT160345

FIBER OPTIC CONNECTION HARDWARE,

TYPE 2

EACH 10

* JT160348

INSTALL FIBER OPTIC CABLE, SINGLE

MODE, 432 FIBERS, AT&T, FURNISHED BY

OTHERS

FOOT 11,250

* JT160364

FIBER OPTIC CABLE, SINGLE MODE, NON-

ARMORED, 144 FIBERS

FOOT 126,377

* JT160367 INSTALL FIBER DISTRIBUTION PANEL EACH 2

* JT160382

FIBER OPTIC CABLE, SINGLE MODE, NON-

ARMORED, 48 FIBERS

FOOT 5,450

* JT160383

FIBER OPTIC CABLE, SINGLE MODE, NON-

ARMORED, 72 FIBERS

FOOT 6,550

* JT160386

FIBER OPTIC CABLE, SINGLE MODE,

ARMORED, 288 FIBERS, VERIZON

FOOT 18,990

Addendum 1 P - 14 May 5, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

SCHEDULE OF PRICES

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-26-2038

TRI-STATE TOLLWAY (I-294)

ATM SYSTEMS, ITS DEVICE AND FIBER INSTALLATION

MILE POST 17.5 TO MILE POST 39.8

95TH STREET TO BALMORAL AVENUE

* JT160387

FIBER OPTIC CABLE, SINGLE MODE,

ARMORED, 288 FIBERS, OVATION

FOOT 11,580

* JT160388

FIBER OPTIC CABLE, SINGLE MODE

ARMORED, 864 FIBERS, LIGHTOWER

FOOT 18,270

* JT160389

FIBER OPTIC CABLE, SINGLE MODE,

ARMORED, 864 FIBERS, ZAYO

FOOT 12,210

* JT202009 NON-SPECIAL WASTE DISPOSAL, TYPE 1 CU YD 103

* JT211A11 SUBGRADE AGGREGATE 12 IN. CU YD 128

* JT669100 LANDFILL GAS MONITORING WORK PLAN L SUM 1

* JT733402

OVERHEAD SIGN STRUCTURE (REMOVE

ONLY)

EACH 2

* JT733403

OVERHEAD SIGN STRUCTURE (INSTALL

ONLY)

EACH 2

* JT740200

ITS GANTRY FRAME (STEEL), SINGLE SPAN

(INSTALL ONLY)

EACH 41

* JT740220

ITS GANTRY FRAME (STEEL), SINGLE SPAN

(REMOVE ONLY)

EACH 41

* JT740230

REMOVE AND REPLACE ITS GANTRY

COLUMN

EACH 1

* JT740300

STORAGE OF GANTRY FRAME (STEEL),

SINGLE SPAN

CAL DAY 465

* JT804005 ELECTRIC SERVICE INSTALLATION - ITS EACH 1

* JT810874

UNDERGROUND CONDUIT, COILABLE

NONMETALLIC CONDUIT, SDR 11, 1 1/2" DIA.

FOOT 3,295

* JT810876

UNDERGROUND CONDUIT, COILABLE

NONMETALLIC CONDUIT, SDR 11, 2" DIA.

FOOT 5,420

Addendum 1 P - 15R May 5, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

SCHEDULE OF PRICES

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-26-2038

TRI-STATE TOLLWAY (I-294)

ATM SYSTEMS, ITS DEVICE AND FIBER INSTALLATION

MILE POST 17.5 TO MILE POST 39.8

95TH STREET TO BALMORAL AVENUE

* JT810878

UNDERGROUND CONDUIT, COILABLE

NONMETALLIC CONDUIT, SDR 11, 3" DIA.

FOOT 1,215

* JT810879

UNDERGROUND CONDUIT, COILABLE

NONMETALLIC CONDUIT, SDR 11, 4" DIA.

FOOT 870

* JT810881

UNDERGROUND CONDUIT, COILABLE

NONMETALLIC CONDUIT, SDR 11, 6" DIA.

FOOT 45

* JT830051

GROUND MOUNTED LIGHT POLE,

GALVANIZED STEEL, 50 FT., WITHOUT MAST

ARM

EACH 27

* JT830070

WALL MOUNTED LIGHT POLE, GALVANIZED

STEEL, 50 FT., WITHOUT MAST ARM

EACH 10

* JT836020

ITS ELEMENT POLE FOUNDATION STEEL

HELIX (12 FT)

EACH 25

* JT836027 ITS CONCRETE SERVICE PAD, TYPE A EACH 15

* JT836028 ITS CONCRETE SERVICE PAD, TYPE B EACH 8

* JT836029 ITS CONCRETE SERVICE PAD, TYPE C EACH 4

* JT895009 REMOVAL OF CONDUIT FROM STRUCTURE FOOT 832

* JT901056 LOCATOR TRACER WIRE FOOT 3,575

TOTAL AMOUNT OF CORE WORK

* JT155001 CONTRACTOR'S QUALITY PROGRAM L SUM 1 $ 820,000.00 $ 820,000.00

Addendum 1 P - 16 May 5, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

SCHEDULE OF PRICES

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-26-2038

TRI-STATE TOLLWAY (I-294)

ATM SYSTEMS, ITS DEVICE AND FIBER INSTALLATION

MILE POST 17.5 TO MILE POST 39.8

95TH STREET TO BALMORAL AVENUE

* JT154008

UNFORESEEN ADDITIONAL MAINTENANCE OF

TRAFFIC

UNIT 200,000 1.00 $ 200,000.00

* JT154016

ALLOWANCE FOR UNFORESEEN EROSION

CONTROL MEASURES

UNIT 20,000 1.00 $ 20,000.00

* JT154032

CONTRACT ALLOWANCE FOR ADDITIONAL

ITS WORK

UNIT 1,000,000 1.00 $ 1,000,000.00

* JT154067

CONTRACT ALLOWANCE FOR

CONSTRUCTIONWORKS APPRENTICES

UNIT 100,000 1.00 $ 100,000.00

* JT154079

CONTRACT ALLOWANCE FOR ILLINOIS STATE

POLICE SERVICES

UNIT 10,000 1.00 $ 10,000.00

* JT154092

CONTRACT ALLOWANCE FOR UNFORESEEN

STRUCTURE WORK

UNIT 100,000 1.00 $ 100,000.00

* JT154096

CONTRACT ALLOWANCE FOR MAINTAIN

INTELLIGENT TRANSPORTATION SYSTEMS

UNIT 100,000 1.00 $ 100,000.00

* JT154108

ALLOWANCE FOR MISCELLANEOUS ITS

COMPONENTS

UNIT 150,000 1.00 $ 150,000.00

* JT154112

ALLOWANCE FOR ADDITIONAL ELECTRICAL

AND COMMUNICATION WORK

UNIT 200,000 1.00 $ 200,000.00

* JT154198

ALLOWANCE FOR RAILROAD DIRECTED

WORK

UNIT 1,000,000 1.00 $ 1,000,000.00

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)$

NEGATIVE

Addendum 1 P - 17 May 5, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

SCHEDULE OF PRICES

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-26-2038

TRI-STATE TOLLWAY (I-294)

ATM SYSTEMS, ITS DEVICE AND FIBER INSTALLATION

MILE POST 17.5 TO MILE POST 39.8

95TH STREET TO BALMORAL AVENUE

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)$

999NEG20

DAMAGES TO ILLINOIS TOLLWAY'S

OPERATIONAL FACILITIES PER S.P. 115.5 - TRI-

STATE

OCCUR (10,000.00)$

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 (5,000.00)$

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)$

Addendum 1 P - 18R May 5, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

SCHEDULE OF PRICES

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-26-2038

TRI-STATE TOLLWAY (I-294)

ATM SYSTEMS, ITS DEVICE AND FIBER INSTALLATION

MILE POST 17.5 TO MILE POST 39.8

95TH STREET TO BALMORAL AVENUE

999NEG42

NON-COMPLIANCE WITH MAINTAIN LIGHTING

SYSTEM, PER TOLLWAY SUPPL. SPEC. 846.06

(a)

INC/DAY (2,000.00)$

999NEG43

FAILURE TO RESPOND TO MAINTAIN

LIGHTING SYSTEM, PER TOLLWAY SUPPL.

SPEC. 846.06 (b)

OCCUR (5,000.00)$

999NEG44

LIQUIDATED DAMAGES FOR NON-

COMPLETION PER S.P. 105.1.1

CAL DAY (11,000.00)$

999NEG45

LIQUIDATED DAMAGES FOR NON-

COMPLETION PER S.P. 105.1.2

CAL DAY (15,000.00)$

999NEG46

LIQUIDATED DAMAGES FOR NON-

COMPLETION PER S.P. 105.1.3

CAL DAY (1,100.00)$

999NEG47

LIQUIDATED DAMAGES FOR NON-

COMPLETION PER S.P. 105.1.4

CAL DAY (2,400.00)$

999NEG48

LIQUIDATED DAMAGES FOR NON-

COMPLETION PER S.P. 105.1.5

CAL DAY (2,400.00)$

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 (9,000.00)$

Addendum 1 P - 19 May 5, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

SCHEDULE OF PRICES

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-26-2038

TRI-STATE TOLLWAY (I-294)

ATM SYSTEMS, ITS DEVICE AND FIBER INSTALLATION

MILE POST 17.5 TO MILE POST 39.8

95TH STREET TO BALMORAL AVENUE

999NEG59

FAILURE TO PROTECT TREES AND SHRUBS

PER PROTECTION OF EXISTING TREES

SPECIAL PROVISION

OCCUR (2,000.00)$

999NEG60

LIQUIDATED DAMAGES FOR NON-

COMPLETION PER S.P. 105.1.6

CAL DAY (2,900.00)$

999NED61

LIQUIDATED DAMAGES FOR NON-

COMPLETION PER S.P. 105.1.7

CAL DAY (2,400.00)$

999NEG71

FAILURE TO RECONNECT THE DYNAMIC

MESSAGE SIGN PER RECONNECT EXISTING

DYNAMIC MESSAGE SIGN SPECIAL

PROVISION

OCCUR (2,000.00)$

999NEG72

FAILURE TO RESPOND TO MAINTAIN ITS PER

MAINTAIN INTELLIGENT TRANSPORTATION

SYSTEMS SPECIAL PROVISION

OCCUR (2,000.00)$

999NEG73

NON-COMPLIANCE WITH ITS PER MAINTAIN

INTELLIGENT TRANSPORTATION SYSTEMS

SPECIAL PROVISION

OCCUR (2,000.00)$

999NEG74

FAILURE TO REPAIR TO MAINTAIN ITS PER

MAINTAIN INTELLIGENT TRANSPORTATION

SYSTEMS SPECIAL PROVISION

OCCUR (2,000.00)$

999NEG77

NON-COMPLIANCE WITH MOWING (SPECIAL)

SPECIAL PROVISION

DAY (1,000.00)$

* 999ADJ45

CONSTRUCTIONWORKS APPRENTICES

WAGE RATE PAYMENT

HOUR $ 15.00

POSITIVE

ADJUSTMENTS

Addendum 1 P - 20 May 5, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

SCHEDULE OF PRICES

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-26-2038

TRI-STATE TOLLWAY (I-294)

ATM SYSTEMS, ITS DEVICE AND FIBER INSTALLATION

MILE POST 17.5 TO MILE POST 39.8

95TH STREET TO BALMORAL AVENUE

* 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

* 999ADJ67

TEMPORARY CONCRETE BARRIER, CROSS

BOLT CONNECTION (12.5 FT. SECTION)

UNIT $ 1.47

* 999ADJ68 TEMPORARY SAND MODULE ATTENUATOR EACH $ 18.33

Addendum 1 P - 21 May 5, 2026

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

SCHEDULE OF PRICES

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-26-2038

TRI-STATE TOLLWAY (I-294)

ATM SYSTEMS, ITS DEVICE AND FIBER INSTALLATION

MILE POST 17.5 TO MILE POST 39.8

95TH STREET TO BALMORAL AVENUE

* 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) $ 3,700,000.00

BID CREDIT

AWARD CRITERIA

S.P. COLUMN LEGEND

* INDICATES SPECIAL PROVISION (PROJECT SPECIFIC OR TOLLWAY STANDARD)

** INDICATES TOLLWAY SUPPLEMENTAL SPECIFICATIONS

D1 INDICATES DISTRICT 1 SPECIAL PROVISION

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

CONTRACTOR'S QUALITY PROGRAM = TOTAL AMOUNT OF BASE BID

Addendum 1 P - 22 May 5, 2026

Contract I-26-2038 J-4R May 5, 2026

ILLINOIS TOLLWAY STANDARD DRAWINGS

STANDARD

NO. TITLE

SECTION B - DRAINAGE STRUCTURES, CURBS, CURBS & GUTTER

B1-12 GUTTER AND CURB DETAILS

B8-10 CATCH BASINS TYPE G AND TYPE G-3 MODIFIED, FRAMES AND GRATES

SECTION D - ROADWAY

D1-07 RIGHT OF WAY FENCE

D4-10 ROADWAY DELINEATORS AND REFLECTORS

D10-04 TEMPORARY CONCRETE BARRIER WITH CROSS-BOLT

SECTION E - MAINTENANCE OF TRAFFIC TABLE

E1-08 CONSTRUCTION SIGNS

E2-13 LANE CLOSURE DETAILS

E3-12 SHOULDER CLOSURE DETAILS

E5-12 CONNECTION TEMPORARY GORE DETAILS

E6-10 CONTRACTOR ACCESS TO WORK AREA

SECTION H - LIGHTING

H4-06 HEAVY-DUTY HANDHOLE AND BURIED WIRING DETAILS

SECTION K - EROSION CONTROL AND LANDSCAPE

K1-15 EROSION CONTROL AND LANDSCAPE

SECTION L - FIBER OPOTIC

L1-08 FIBER OPTIC SYSTEM TYPICALS AND DRAWINGS

L2-04 FIBER OPTIC SPLICING DETAILS

Addendum 1

J-399R May 5, 2026 determine the length of the FRE carrier conduits that must be removed to expose all innerducts.

The length of removal in each direction from the junction box shall be the same for all FRE carrier conduits so that the remaining ends are flush with each end of the new wireway to be installed. The FRE carrier conduits shall be disconnected from the existing junction box. The ends of the FRE carrier conduits shall be cut square and thoroughly reamed to remove all burrs and rough edges.

Removal of the existing junction box and sections of the FRE carrier conduits shall be done with care and shall avoid damage to all innerducts inside. Further care shall be given to avoiding damage to all existing cables inside innerducts. The junction box and FRE carrier conduits shall be cut to allow for removal around existing cables as needed. The total gap length after removal of the section of the FRE carrier conduits shall be measured and used to size the new wireway and to quantify the support hanger assemblies. The wireway size shall allow the ends of the FRE carrier conduits to enter into each end of the wireway as shown on the plans to accommodate threading and bushings. Support hanger assemblies for the wireway shall be installed at a 5-foot maximum spacing. The Contractor shall utilize Ground Penetrating Radar to locate the position of rebar prior to installation of anchors for hanger assemblies.

The Contractor shall identify and record the matching ends of all existing innerducts. The gap between corresponding existing innerduct ends shall be connected with a new conduit. The length of the new conduit shall match the gap length. The new conduit shall be securely fastened to each existing innerduct end using a conduit split coupler.

For innerduct that has existing cabling inside, the gap between the corresponding existing innerduct ends shall be connected with a new split conduit. The split conduit shall be placed around the existing cable without damaging the cable. The length of the new split conduit shall match the gap length. The new split conduit shall be securely fastened to each existing innerduct end using a conduit split coupler.

All FRE carrier conduits inserted into the wireway shall have the ends threaded. Lock nuts and bushings shall be installed to secure the conduits to the wireway.

The wireway may be a single manufactured unit for shorter, manageable lengths. For longer lengths, the wireway may be comprised of segments that are securely connected together as segments are mounted to the support hangers. The overall length of the combined wireway segments shall match the measured gap length and field cutting shall not be required. Any unforeseen field cutting of the wireway shall have all rough edges completely filed smooth.

All screws used to secure wireway segments together shall be inserted from the inside to avoid leaving the sharp ends of the screws protruding inward and posing damage to the innerducts. All joints shall be sealed watertight.

All removed items, including junction box, carrier conduits, and support hangers, shall be disposed of in accordance with Article 202.03 of the Standard Specifications.

The details of the wireway attached to structure are shown on the Plans and are provided as a basis for the Contractor’s bidding. The Contractor shall submit details of the final proposed solution.

Design computations, working drawings, and shop drawings, signed and seal by an Illinois Licensed Structural Engineer, shall be submitted by the Contractor according to Article 105.04 of the Illinois Tollway Supplemental Specifications. The Contractor shall be responsible for all stability aspects of the wireway design and shall submit to the Engineer computations for each wireway.

Contract I-26-2038 J-437R May 5, 2026 Contract I-26

J-438R

J-439R

J-451R

J-468R

Addendum 1 J-610R May 5, 2026

STORAGE OF ITS GANTRY FRAME (STEEL)

Description. This work shall consist of the storage of steel beams and hardware for ITS Gantry Frames.

CONSTRUCTION REQUIREMENTS

The ontractor shall store the ITS Gantry Frames at an offsite location to be approved by the Engineer. The Contractor shall be responsible for the care of the ITS Gantry Frames during transportation to and from the site during storage. Galvanized steel components shall be handled and stored in a manner that protects the galvanized coating. Any damaged or lost materials shall be replaced in kind by the Contractor at no additional cost to the Illinois Tollway.

All materials or equipment required to load, unload, secure, and store the ITS Gantry Frames shall be furnished by the Contractor.

The storage period will be considered to begin when the first ITS Gantry Frame is removed and stored and considered to be concluded with the completion of the ATM Burn-In period.

Method of Measurement. This work will be measured in calendar days.

Basis of Payment. This work will be paid for at the contract unit price per calendar day, for

STORAGE OF ITS GANTRY FRAME (STEEL), SINGLE SPAN.

Pay Item Number

Designation Unit of Measure

JT740300 STORAGE OF ITS GANTRY FRAME (STEEL),

SINGLE SPAN

CAL DAY

P L

O T

D A

T E

P L

O T

T

IM

E

:1

:1

P

M

P L

O T

S C

A L

E i n

F

IL

E N

A M

E p w

/w s p u s p w

.b e n tl e y .c o m

:w s p u s p w

/D o c u m e n ts

/6 C e n tr a l

T r i-

S ta te D

C M

/0 W o r k P a c k a g e s /I

D

U R

/7

T /0

D G

N /1

S H

T /4

S

H T

I N

D L

A K

.d g n

DRAWN BY

CHECKED BY

DATE

DATE

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

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

NO. DATE DESCRIPTION

REVISIONS

CONTRACT NO.

OF

DRAWING NO.

VVR

TJB 809

I-26-2038

GENERAL PLANS

VOLUME 1

SUMMARY OF QUANTITIES

COV-01

IND-01

9 TO 11

TITLE SHEET - VOLUME 11

3 INDEX OF DRAWINGS AND LIST OF STANDARDS

MOT-01

MAINTENANCE OF TRAFFIC

12 TO 107

SOQ-01 TO SOQ-03

MOT-02 TO MOT-07

ALIGNMENT, TIES, AND BENCHMARKS

109 TO 114

TJB

INDEX OF DRAWINGS

AND LIST OF STANDARDS

IND-01

05/05/2026

05/05/2026

VVR

115 TO 118 MOT-08 TO MOT-11

GEN-01

6 TO 8

AT-01 TO AT-96

MOT-12 TO MOT-31119 TO 138

ITS DETAILS

ITS CROSS SECTIONS

PS-01 TO PS-03 SUGGESTED PROGRESS SCHEDULE

GENERAL NOTES AND PROJECT JURISDICTIONS

MAINTENANCE OF TRAFFIC GENERAL NOTES

MAINTENANCE OF TRAFFIC APPLICATION

MAINTENANCE OF TRAFFIC DETAILS

MAINTENANCE OF TRAFFIC PLAN

TRAFFIC CONTROL DEVICES701901-11

SIDEWALK, CORNER OR CROSSWALK CLOSURE701801-06

URBAN LANE CLOSURE, MULTILANE, 2W WITH MOUNTABLE MEDIAN701606-10

URBAN LANE CLOSURE, MULTILANE, 1W OR 2W WITH NONTRAVERSABLE MEDIAN701601-09

TWO LANE CLOSURE, FREEWAY/EXPRESSWAY701446-11

TRAFFIC CONTROL, SETUP AND REMOVAL, FREEWAY/EXPRESSWAY701428-01

LANE CLOSURE, MULTILANE, INTERMITTENT OR MOVING OPERATION, FOR SPEEDS ≤ 40 MPH701427-05 LANE CLOSURE, MULTILANE, INTERMITTENT OR MOVING OPERATION, FOR SPEEDS > 45 MPH701426-09 LANE CLOSURE, MULTILANE, DAY OPERATIONS ONLY, FOR SPEEDS > 45 MPH TO 55 MPH701421-08

LANE CLOSURE, MULTILANE, AT ENTRANCE OR EXIT RAMP, FOR SPEEDS > 45 MPH701411-09

LANE CLOSURE, FREEWAY/EXPRESSWAY, DAY OPERATIONS ONLY701406-13

LANE CLOSURE, FREEWAY/EXPRESSWAY701401-13

APPROACH TO LANE CLOSURE, FREEWAY/EXPRESSWAY701400-12

LANE CLOSURE, 2L, 2W, MOVING OPERATIONS - DAY ONLY701311-03

LANE CLOSURE, 2L, 2W, SHORT TIME OPERATIONS701301-04

OFF-ROAD OPERATIONS, MULTILANE, MORE THAN 15’ (4.5 M) AWAY701106-02

OFF-ROAD OPERATIONS, MULTILANE, 15’ (4.5 M) TO 24” (600 MM) FROM PAVEMENT EDGE701101-05

OFF-ROAD MOVING OPERATIONS, 2L, 2W, DAY ONLY701011-04

OFF-ROAD OPERATIONS, 2L, 2W, 15’ (4.5 M) TO 24” (600 MM) FROM PAVEMENT EDGE701006-05

OFF-ROAD OPERATIONS, 2L, 2W, MORE THAN 15’ (4.5 M) AWAY701001-02

CLASS A PATCHES442001-04

PAVEMENT JOINTS420001-11

TEMPORARY EROSION CONTROL SYSTEM280001-07

5 KEY-01 KEY MAP OVERVIEW

DYNAMIC MESSAGE SIGN STRUCTURE CROSS SECTIONS

ATM STRUCTURE CROSS SECTIONS

ITS DEVICE POLE AND ATM/DMS CABINET CROSS SECTIONS

DMS-XS-01

ATM-XS-01 TO ATM-XS-28

ITS-XS-01 TO ITS-XS-25

GANTRIES

781 to 808 756 to 780

ATM GANTRY STRUCTURAL DETAILS GAN-01 TO GAN-23158 TO 180

ITS CONSTRUCTION DETAILSITS-D-01 TO ITS D-44

ITS DETAILS

PLAZA COMMUNICATIONS DETAILS

IPDC DETAILS

POWER SINGLE LINE DIAGRAMS

IPDC/ PLAZA COMMUNICATION TERMINATION DIAGRAMS

CABINET COMMUNICATIONS TERMINATION DIAGRAMS

FIBER OPTIC CABLE SPLICE DIAGRAMS

SPLICE DIAGRAM LEGEND AND SYMBOLS

FOC SINGLE LINE DIAGRAM THIRD PARTY –PROPOSED

FOC SINGLE LINE DIAGRAM ISTHA –PROPOSED

FOC SINGLE LINE DIAGRAM ISTHA & THIRD PARTY – REMOVAL

COMMUNICATIONS NETWORK OVERVIEW

COMMUNICATIONS NETWORK OVERVIEW AND SINGLE LINE DIAGRAM LEGEND

ATM & DMS SYSTEM SCHEMATICS

PLZ-01 TO PLZ-15

IPDC-01 TO IPDC-38

ITS-PLD-01

PTD-01 TO PTD-19

CTD-01 TO CTD-95

SPL-02 TO SPL-83

SPL-1

ITS-FOC-46 TO ITS-FOC-53

ITS-FOC-14 TO ITS-FOC-45

ITS-FOC-01 TO ITS-FOC-13

ITS-COM-02 TO ITS-COM-08

ITS-COM-01

ITS-SCH-01 TO ITS-SCH-04

LIGHTING PLANS

EROSION AND SEDIMENT CONTROL PLAN

EROSION CONTROL GENERAL NOTES & SCHEDULE

FENCING PLAN

SCHEDULE OF QUANTITIES -FENCING

LANDSCAPING PLAN

LANDSCAPING SCHEDULE OF QUANTITIES

PROPOSED DRAINAGE PLAN

PROPOSED DRAINAGE NOTES

GRADING PLAN

ROADWAY DETAILS- IPDC BUILDING SITE PLAN

REMOVAL PLAN

EARTHWORK SCHEDULE AND NOTES

153 TO 157

149 TO 150

139 TO 140

LGT-01 TO LGT-05

ECP-02

ECP-01

FEN-02 TO FEN-03

FEN-01

LSC-02

LSC-01

PDP-01

DGEN-01

GRD-01

RDY-01

REM-01

EW-01 TO EW-02

ANCILLARY PLANS

ITS PLANS

ATM GANTRY DETAILS

ATM SITE PLAN DETAILS

ITS PROPOSED PLAN

ITS PROPOSED LEGEND

ITS REMOVAL PLAN

ITS REMOVAL LEGEND

ATM /DMS PROPOSED EQUIPMENT SCHEDULE

ITS PROPOSED EQUIPMENT SCHEDULE

ITS REMOVAL EQUIPMENT SCHEDULE

ITS GENERAL NOTES

ITS-ATM-16 TO ITS-ATM-63

ITS-ATM-01 TO ITS-ATM-15

ITS-P-01 TO ITS-P-88

ITS-P-00

ITS-R-01 TO ITS-R-56

ITS-R-00

ITS-G-03

ITS-G-02

ITS-G-01

ITS-G-00

346 TO 393

331 TO 345

243 TO 330

186 TO 241

VOLUME 2

SS-012 SEALS AND SIGNATURE

GENERAL PLANS

COV-02

IND-02

TITLE SHEET - VOLUME 2

INDEX OF DRAWINGS AND LIST OF STANDARDS395

697 TO 711

659 TO 696

639 TO 657

544 TO 638

462 TO 543

453 TO 460

421 TO 452

408 TO 420

401 TO 407

396 TO 399

712 TO 755

FIBER OPTIC SPLICING DETAILS

FIBER OPTIC SYSTEM TYPICALS AND DRAWINGS

EROSION CONTROL AND LANDSCAPE

HEAVY-DUTY HANDHOLE AND BURIED WIRING DETAILS

CONTRACTOR ACCESS TO WORK AREA

TEMPORARY GORE DETAILS

SHOULDER CLOSURE DETAILS

LANE CLOSURE DETAILS

CONSTRUCTION SIGNS

TEMPORARY CONCRETE BARRIER WITH CROSS-BOLT CONNECTION

ROADWAY DELINEATORS AND REFLECTORS

RIGHT OF WAY FENCE

CATCH BASINS TYPE G AND TYPE G-3 MODIFIED, FRAMES AND GRATES

GUTTER AND CURB DETAILS

L2-04 L1-08

SECTION L - FIBER OPOTIC

K1-15

SECTION K - EROSION CONTROL AND LANDSCAPE

H4-06

SECTION H - LIGHTING

E6-10 E5-12 E3-12 E2-13 E1-08

SECTION E - MAINTENANCE OF TRAFFIC

D10-04 D4-10 D1-07

SECTION D - ROADWAY

B8-10 B1-12

SECTION B - DRAINAGE STRUCTURES, CURBS, CURBS & GUTTER

05/05/2026 ADDENDUM NO.1 11

Lakeside

ENGINEERS

INDEX OF DRAWINGS

DRAWING NO. SHEET NO. DESCRIPTION

STANDARD NO. TITLE

STANDARD NO. TITLE

IDOT HIGHWAY STANDARDS

SUGGESTED PROGRESS SCHEDULE

PS-01

6TJB

05/05/2026

05/05/2026 809

I-26-2038

05/05/2026 ADDENDUM NO.1

O T

D A

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DRAWN BY

CHECKED BY

DATE

DATE

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

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

NO. DATE DESCRIPTION

REVISIONS

CONTRACT NO.

Lakeside

ENGINEERS

PS-02

7TJB

05/05/2026

05/05/2026 809

I-26-2038

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DRAWN BY

CHECKED BY

DATE

DATE

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

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

NO. DATE DESCRIPTION

REVISIONS

CONTRACT NO.

PS-03

8TJB

05/05/2026

05/05/2026 809

I-26-2038

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THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

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

NO. DATE DESCRIPTION

REVISIONS

CONTRACT NO.

MAINTENANCE OF TRAFFIC

MOT-05

112TJB 05/05/2026 809

05/05/2026

APPLICATION

NOTE:

* INCLUDED IN PLANS AS MOT-11

L

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CHECKED BY

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DATE

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

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

NO. DATE DESCRIPTION

REVISIONS

CONTRACT NO.

O T

D A

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DRAWN BY

CHECKED BY

DATE

DATE

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

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

NO. DATE DESCRIPTION

REVISIONS

CONTRACT NO.

GENERAL PLANS

VOLUME 1

SUMMARY OF QUANTITIES

COV-01

IND-01

9 TO 11

TITLE SHEET - VOLUME 11

3 INDEX OF DRAWINGS AND LIST OF STANDARDS

MOT-01

MAINTENANCE OF TRAFFIC

12 TO 107

SOQ-01 TO SOQ-03

MOT-02 TO MOT-07

ALIGNMENT, TIES, AND BENCHMARKS

109 TO 114

115 TO 118 MOT-08 TO MOT-11

GEN-01

6 TO 8

AT-01 TO AT-96

MOT-12 TO MOT-31119 TO 138

ITS DETAILS

ITS CROSS SECTIONS

PS-01 TO PS-03 SUGGESTED PROGRESS SCHEDULE

GENERAL NOTES AND PROJECT JURISDICTIONS

MAINTENANCE OF TRAFFIC GENERAL NOTES

MAINTENANCE OF TRAFFIC APPLICATION

MAINTENANCE OF TRAFFIC DETAILS

MAINTENANCE OF TRAFFIC PLAN

TRAFFIC CONTROL DEVICES701901-11

SIDEWALK, CORNER OR CROSSWALK CLOSURE701801-06

URBAN LANE CLOSURE, MULTILANE, 2W WITH MOUNTABLE MEDIAN701606-10

URBAN LANE CLOSURE, MULTILANE, 1W OR 2W WITH NONTRAVERSABLE MEDIAN701601-09

TWO LANE CLOSURE, FREEWAY/EXPRESSWAY701446-11

TRAFFIC CONTROL, SETUP AND REMOVAL, FREEWAY/EXPRESSWAY701428-01

LANE CLOSURE, MULTILANE, INTERMITTENT OR MOVING OPERATION, FOR SPEEDS ≤ 40 MPH701427-05 LANE CLOSURE, MULTILANE, INTERMITTENT OR MOVING OPERATION, FOR SPEEDS > 45 MPH701426-09 LANE CLOSURE, MULTILANE, DAY OPERATIONS ONLY, FOR SPEEDS > 45 MPH TO 55 MPH701421-08

LANE CLOSURE, MULTILANE, AT ENTRANCE OR EXIT RAMP, FOR SPEEDS > 45 MPH701411-09

LANE CLOSURE, FREEWAY/EXPRESSWAY, DAY OPERATIONS ONLY701406-13

LANE CLOSURE, FREEWAY/EXPRESSWAY701401-13

APPROACH TO LANE CLOSURE, FREEWAY/EXPRESSWAY701400-12

LANE CLOSURE, 2L, 2W, MOVING OPERATIONS - DAY ONLY701311-03

LANE CLOSURE, 2L, 2W, SHORT TIME OPERATIONS701301-04

OFF-ROAD OPERATIONS, MULTILANE, MORE THAN 15’ (4.5 M) AWAY701106-02

OFF-ROAD OPERATIONS, MULTILANE, 15’ (4.5 M) TO 24” (600 MM) FROM PAVEMENT EDGE701101-05

OFF-ROAD MOVING OPERATIONS, 2L, 2W, DAY ONLY701011-04

OFF-ROAD OPERATIONS, 2L, 2W, 15’ (4.5 M) TO 24” (600 MM) FROM PAVEMENT EDGE701006-05

OFF-ROAD OPERATIONS, 2L, 2W, MORE THAN 15’ (4.5 M) AWAY701001-02

CLASS A PATCHES442001-04

PAVEMENT JOINTS420001-11

TEMPORARY EROSION CONTROL SYSTEM280001-07

5 KEY-01 KEY MAP OVERVIEW

DYNAMIC MESSAGE SIGN STRUCTURE CROSS SECTIONS

ATM STRUCTURE CROSS SECTIONS

ITS DEVICE POLE AND ATM/DMS CABINET CROSS SECTIONS

DMS-XS-01

ATM-XS-01 TO ATM-XS-28

ITS-XS-01 TO ITS-XS-25

GANTRIES

781 to 808 756 to 780

ATM GANTRY STRUCTURAL DETAILS GAN-01 TO GAN-23158 TO 180

ITS CONSTRUCTION DETAILSITS-D-01 TO ITS D-44

ITS DETAILS

PLAZA COMMUNICATIONS DETAILS

IPDC DETAILS

POWER SINGLE LINE DIAGRAMS

IPDC/ PLAZA COMMUNICATION TERMINATION DIAGRAMS

CABINET COMMUNICATIONS TERMINATION DIAGRAMS

FIBER OPTIC CABLE SPLICE DIAGRAMS

SPLICE DIAGRAM LEGEND AND SYMBOLS

FOC SINGLE LINE DIAGRAM THIRD PARTY –PROPOSED

FOC SINGLE LINE DIAGRAM ISTHA –PROPOSED

FOC SINGLE LINE DIAGRAM ISTHA & THIRD PARTY – REMOVAL

COMMUNICATIONS NETWORK OVERVIEW

COMMUNICATIONS NETWORK OVERVIEW AND SINGLE LINE DIAGRAM LEGEND

ATM & DMS SYSTEM SCHEMATICS

PLZ-01 TO PLZ-15

IPDC-01 TO IPDC-38

ITS-PLD-01

PTD-01 TO PTD-19

CTD-01 TO CTD-95

SPL-02 TO SPL-83

SPL-1

ITS-FOC-46 TO ITS-FOC-53

ITS-FOC-14 TO ITS-FOC-45

ITS-FOC-01 TO ITS-FOC-13

ITS-COM-02 TO ITS-COM-08

ITS-COM-01

ITS-SCH-01 TO ITS-SCH-04

LIGHTING PLANS

EROSION AND SEDIMENT CONTROL PLAN

EROSION CONTROL GENERAL NOTES & SCHEDULE

FENCING PLAN

SCHEDULE OF QUANTITIES -FENCING

LANDSCAPING PLAN

LANDSCAPING SCHEDULE OF QUANTITIES

PROPOSED DRAINAGE PLAN

PROPOSED DRAINAGE NOTES

GRADING PLAN

ROADWAY DETAILS- IPDC BUILDING SITE PLAN

REMOVAL PLAN

EARTHWORK SCHEDULE AND NOTES

153 TO 157

149 TO 150

139 TO 140

LGT-01 TO LGT-05

ECP-02

ECP-01

FEN-02 TO FEN-03

FEN-01

LSC-02

LSC-01

PDP-01

DGEN-01

GRD-01

RDY-01

REM-01

EW-01 TO EW-02

ANCILLARY PLANS

ITS PLANS

ATM GANTRY DETAILS

ATM SITE PLAN DETAILS

ITS PROPOSED PLAN

ITS PROPOSED LEGEND

ITS REMOVAL PLAN

ITS REMOVAL LEGEND

ATM /DMS PROPOSED EQUIPMENT SCHEDULE

ITS PROPOSED EQUIPMENT SCHEDULE

ITS REMOVAL EQUIPMENT SCHEDULE

ITS GENERAL NOTES

ITS-ATM-16 TO ITS-ATM-63

ITS-ATM-01 TO ITS-ATM-15

ITS-P-01 TO ITS-P-88

ITS-P-00

ITS-R-01 TO ITS-R-56

ITS-R-00

ITS-G-03

ITS-G-02

ITS-G-01

ITS-G-00

346 TO 393

331 TO 345

243 TO 330

186 TO 241

VOLUME 2

SS-012 SEALS AND SIGNATURE

GENERAL PLANS

COV-02

IND-02

TITLE SHEET - VOLUME 2

INDEX OF DRAWINGS AND LIST OF STANDARDS395

697 TO 711

659 TO 696

639 TO 657

544 TO 638

462 TO 543

453 TO 460

421 TO 452

408 TO 420

401 TO 407

396 TO 399

712 TO 755

FIBER OPTIC SPLICING DETAILS

FIBER OPTIC SYSTEM TYPICALS AND DRAWINGS

EROSION CONTROL AND LANDSCAPE

HEAVY-DUTY HANDHOLE AND BURIED WIRING DETAILS

CONTRACTOR ACCESS TO WORK AREA

TEMPORARY GORE DETAILS

SHOULDER CLOSURE DETAILS

LANE CLOSURE DETAILS

CONSTRUCTION SIGNS

TEMPORARY CONCRETE BARRIER WITH CROSS-BOLT CONNECTION

ROADWAY DELINEATORS AND REFLECTORS

RIGHT OF WAY FENCE

CATCH BASINS TYPE G AND TYPE G-3 MODIFIED, FRAMES AND GRATES

GUTTER AND CURB DETAILS

L2-04 L1-08

SECTION L - FIBER OPOTIC

K1-15

SECTION K - EROSION CONTROL AND LANDSCAPE

H4-06

SECTION H - LIGHTING

E6-10 E5-12 E3-12 E2-13 E1-08

SECTION E - MAINTENANCE OF TRAFFIC

D10-04 D4-10 D1-07

SECTION D - ROADWAY

B8-10 B1-12

SECTION B - DRAINAGE STRUCTURES, CURBS, CURBS & GUTTER

TJB

INDEX OF DRAWINGS

AND LIST OF STANDARDS

IND-02I-26-2038

05/05/2026

05/05/2026

VVR

809395

ADDENDUM NO.1 11 05/05/2026 ADDENDUM NO.1 11 Lakeside

ENGINEERS

INDEX OF DRAWINGS

DRAWING NO. SHEET NO. DESCRIPTION

STANDARD NO. TITLE

STANDARD NO. TITLE

IDOT HIGHWAY STANDARDS

O T

D A

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P L

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M E p w w s p u s p w .b e n t l e y .c o m :w s p u s p w

D o c u m e n t s

C e n t r a l

T r i S t a t e

C

M

W o r k a c k a g e s I

M S

T I T

S

I T

S

(C

C

G

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S

H T I T

S P l a n S h e e t s

X S e c t i o n s

C

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S

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DRAWN BY

CHECKED BY

DATE

DATE

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

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

NO. DATE DESCRIPTION

REVISIONS

CONTRACT NO.

OF

DRAWING NO.

P L

S C

A L

E

.0 i n

Fax: 312.251.3015

Telephone: 312.251.3000

Chicago, Illinois 60661

525 W. Monroe Suite 1600

¡ I-294 (TRI-STATE TOLLWAY)

STA 1376+08 LOOKING NORTH STA 1384+10 LOOKING SOUTH

STA 1384+23 LOOKING NORTH

S

S

S

S

¡ I-294 (TRI-STATE TOLLWAY)

A B

A N

D O

N E

D G

S F

IB

E R O

P T

IC

A B

A N

D O

N E

D G

S F

IB

E R O

P T

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S

S

S

S

S

S

¡ I-294 (TRI-STATE TOLLWAY)

S

S

STA 1395+00 LOOKING SOUTH

¡ I-294 (TRI-STATE TOLLWAY)

ITS CABINET FOUNDATION (E)

DMS CONTROLLER CABINET (I)

ATM CABINET FOUNDATION (E)

CCTV CAMERA (I)

ITS POLE, 50', WM (I)

ITS ENCLOSURE, WM (I)

ITS POLE FOUNDATION (E)

CCTV CAMERA (I)

ITS POLE, 50', GM (I)

12' STEEL HELIX FOUNDATION (I)

ITS ENCLOSURE, PM (I)

ITS SERVICE PAD, TYPE A (I)

ATM COMM. CABINET (I)

1:6

E X R

O W

E X R

O W

P R R

O W

MM

JJ

ITS-XS-11

ITS CROSS SECTION

3/9/2026

3/9/2026 766

ADDENDUM NO 105/05/20261

Addendum 1 1 of 6 May 5, 2026

Capital Program

PRE-BID MEETING MINUTES

MEETING PURPOSE: Optional Pre-Bid Meeting - Contract I-26-2038

MEETING DATE: April 22, 2026

MEETING TIME: 9:00 am

CHAIRPERSON: Jim Mondel Senior Contract Negotiator

LOCATION: Illinois Tollway Microsoft Teams

TO:

Names Initials Organization / Title

Eric Occomy EO Procurement / Chief of Contract Services Maria Campuzano MC Procurement / Deputy Chief of Procurement Sainey Jobe SJ Procurement / Deputy Chief of Contract Compliance Danna Hall DH Procurement/Contract Services Manager Jim Mondel JM Procurement / Senior Contract Negotiator Ruth Howe RH Procurement/Contract Analyst Anthony Aladham AA Engineering / Project Manager Susan Paulus SP Design Section Engineer Donielle Hines DH Compliance Alexander Kaliharlios AK Diversity

TOPICS TO BE DISCUSSED:

1.0 Open: Welcome; Self-introduction by Procurement Representative

2.0 Self-Introduction of Attendees – State name and affiliation loudly for all to hear (Please sign-in using the provided sign-in sheet)

2.1 Tollway Procurement – Contract Services

2.2 Tollway Procurement – Contract Compliance

2.3 Tollway- Diversity

2.4 Tollway- Engineering Project Manager

2.5 Design Section Engineer

2.6 Other Attendees

3.0 Brief Project Description (by Procurement Representative)

The work under this contract includes but is not limited to: Installation of the Intelligent Transportation System (ITS) equipment at the Intermediate Power Distribution and Communication (IPDC) facility buildings, ITS equipment cabinets, Furnish and installation of ATM structures and lane control signs (LCS), Dynamic message signs (DMS), Closed Circuit Television cameras (CCTV), Microwave Vehicle Detection Systems (MVDS), ITS galvanized steel poles, All communication and power equipment and wiring to operate the ITS equipment, Removal of existing temporary ITS equipment, New fiber optic communication cable and network switches for the Illinois Tollway's ITS and IT system, Third Party fiber optic cable installation, Connection to the existing IT system via the Plazas, Maintenance of Traffic, and All other appurtenances and miscellaneous construction shown on the plans and within these special provisions.

Addendum 1 2 of 6 May 5, 2026

Capital Program

PRE-BID MEETING MINUTES

4.0 Advertisement Schedules (by Procurement Representative)

4.1 Plan Holder questions should be provided to 4852D.2038_Questions@docs.e-builder.net as identified on Page A-1

4.2 Final Date for Plan Holder Questions – April 28, 2026 at 2:00 p.m.

4.3 Bid Opening Date – May 19, 2026 at 10:30 a.m.

5.0 Compliance Goals (by Procurement Compliance)

5.1 Disadvantaged Business Enterprise Program (DBE) – 20%

5.2 Veteran-Owned Small Business Program (VOSB) – 1.5%

5.3 Workforce

5.3.1 Equal Employment Opportunity (EEO) - 16%

• Minority 16.1%

• Female 6.9%

6.0 Diversity Programs – Overview of Available Programs (by Diversity Representative)

6.1 Earned Credit Program (ECP) Bid Credit Cap - $375,000

6.2 Technical Assistance Program

6.3 Partnering for Growth (P4G)

6.4 Small Business Initiative (if applicable)

6.5 Construction Works

7.0 Project Schedule (by Engineering Project Manager)

7.1 Anticipated Notice-to-Proceed – August 17, 2026

7.2 Substantial Completion Date –June 21, 2028

7.3 Contract Completion Date – October 1, 2028

8.0 Special Items to Note (by Design Section Engineer)

8.1 Item JT740300 Storage of ITS Gantry Frame (Steel) will have a change to the method of measurement in Addendum 1. Currently it is measured as each calendar day per gantry frame stored and will been revised to each calendar day when at least one…