I-24-4983 Addendum No. 2_06162025.pdf

Illinois State Toll Highway Authority Contract No. I-24-4983 Addendum No. 2 Page 1 of 6 6/13/2025

ADDENDUM NO. 2

TO

CONTRACT REQUIREMENTS

FOR CONTRCAT I-24-4983

ILLINOIS STATE TOLL HIGHWAY AUTHORITY

Date: 6/13/2025

Electronic submissions for the above numbered contract as described below will be received by the Illinois Tollway via

Bidbuy, the State of Illinois eProcurement System until 10:30 A.M. local time, June 27, 2025.

NOTICE OF REVISION TO CONTRACT

NOTES:

1. The following revised pages to the Contract Requirements are included with this Addendum and must be inserted into the Contract Proposal by the Bidder: DBE-2R

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-6RR, P-23RR, P-24RR which have been revised and included as part of the schedule of prices.

3. The following revised Special Provisions pages are included with this Addendum: iRR thru vRR, J-17R, J-148R, J- 151R, J-194R, J-215R, J-419RR, J-427R, J-428R, J-476R, J-477R, J-497R, J-500RR through J-500BR, J-539R through J-541R, and J-547R

4. The following new Special Provisions pages are included with this Addendum: J-79A through J-79F, J-92A through J- 92B, J-94A through J-94D, J-96A through J-96E, J-212A through J-212C, and J-577A through J-577C.

5. The following Special Provision pages were deleted from the Contract by this Addendum: J-120R through J-122R, J- 147R, J-229R, J-231R, J-240R though J-244R, J-485R, and J-501R through J-518R,

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

Volume 1: Drawings 2, 8, 58, 62, 182, and 185.

Volume 2: Drawings 271, and 446.

7. The following revised Contract Drawing will be issued to the successful Bidder:

Volume 1: Drawings 10, 125, & 128.

8. An agenda/meeting minutes and sign-in sheet Optional Pre-Bid Field Meeting held on June 3, 2025 at 10 A.M.at the Plaza 56, Downers Drive Entrance Ramp, Building Parking Lot, are included in this Addendum.

9. Responses to Request for Information received from the Plan Holders are included in this Addendum.

Addendum No. 2 Page 2 of 6 6/13/2025

CHANGES TO THE CONTRACT REQUIREMENTS

CHANGES TO THE ADVERTISEMENT FOR SEALED BID

Change #1

Contract Requirements, Volume I, Advertisement, replace page DBE-2 with page DBE-2R:

1.1. Revise the DBE utilization goal of 23% to 21%.

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

50200100 STRUCTURE EXCAVATION CU YD 851 -8 843

* Denotes Special Provision

** Denotes Tollway Supplemental Specification.

Change #2

Contract Requirements, Volume I, replace page P-6R with page P-6RR. This replacement contains the following revision

(attached):

2.1. Revised the quantity for 50200100 from 851 to 843.

2.2. Added an asterisk to Pay Item 50300225.

Change #3

Contract Requirements, Volume I, replace page P-23R with page P-23RR. This replacement contains the following revision (attached):

3.1. Added ADJUSTMENT 999ADJ20, and 999ADJ21.

Change #4

Contract Requirements, Volume I, replace page P-24R with page P-24RR. This replacement contains the following

4.1. Added ADJUSTMENT 999ADJ68.

CHANGES TO THE CONTRACT SPECIAL PROVISIONS

Contract Requirements, Volume II, replace pages iR through vR with pages iRR through vRR. This replacement contains the following revisions (attached):

1.1. Revised the Table of Contents for added, revised and deleted pages.

1.2. Updated the Table of Contents page numbers for Pages J-470 through J-576.

Contract Requirements, Volume II, replace page J-17 with page J-17R. This replacement contains the following

2.1. Added Pay Item 52200020 Temporary Soil Retention System to S.P. 107.1.

Addendum No. 2 Page 3 of 6 6/13/2025

Change #3

Contract Requirements, Volume II, Add the following Special Provision J-79A through J-79F. These new pages contain the following information (attached).

3.1. PERFORMANCE-RELATED SPECIAL PROVISION FOR RAPID SETTING LATEX MODIFIED CONCRETE

(Illinois Tollway)

Change #4

Contract Requirements, Volume II, Add the following Special Provision J-92A through J-92B. These new pages contain the following information (attached).

4.1. SURFACE SMOOTHNESS TESTING (Illinois Tollway)

Change #5

Contract Requirements, Volume II, Add the following Special Provision J-94A through J-94D. These new pages contain

5.1. EMBANKMENT (Illinois Tollway)

Change #6

Contract Requirements, Volume II, Add the following Special Provision J-96A through J-94E. These new pages contain

6.1. CONCRETE STRUCTURES (Illinois Tollway GBSP)

Change #7

Contract Requirements, Volume II, replace pages J-120 through J-122 with pages J-120R through J-122R. This replacement contains the following revision (attached):

7.1. Deleted the Special Provision for CLASS B PATCHES, 12 INCH (SPECIAL).

Change #8

Contract Requirements, Volume II, replace page J-147 with page J-147R. This replacement contains the following

8.1. Deleted a blank page.

Change #9

Contract Requirements, Volume II, replace page J-148 with page J-148R. This replacement contains the following

9.1. Revised the special provision in its entirety.

Change #10

Contract Requirements, Volume II, replace page J-151 with page J-151R. This replacement contains the following revisions (attached):

10.1. Revised the description to clarify that the work includes removal of footings and required excavation to complete the work.

10.2. Revised the Basis of Payment.

Change #11

Contract Requirements, Volume II, replace page J-194 with page J-194R. This replacement contains the following

11.1. Added SAW CUTS and DOWEL BARS 1 ½” to the Basis of Payment table.

Change #12

Contract Requirements, Volume II, Add the following Special Provision J-212A through J-212C. These new pages contain

12.1. TRAFFIC BARRIER TERMINAL, TYPE T1 (SPECIAL) TANGENT (Illinois Tollway)

Addendum No. 2 Page 4 of 6 6/13/2025

Change #13

Contract Requirements, Volume II, replace page J-215 with page J-215R. This replacement contains the following

13.1. Removed TRAFFIC BARRIER TERMINAL, TYPE T1 (SPECIAL) from the Basis of Payment table.

Change #14

Contract Requirements, Volume II, replace page J-229 with page J-229R. This replacement contains the following revision (attached):

14.1. Deleted the Special Provision for RELOCATE TEMPORARY CONCRETE BARRIER, CROSS-BOLT

CONNECTION, TO REMAIN IN PLACE.

Change #15

Contract Requirements, Volume II, replace page J-231 with page J-231R. This replacement contains the following

15.1. Deleted a blank page.

Change #16

Contract Requirements, Volume II, replace pages J-240 through J-244 with pages J-240R through J-244R. This

16.1. Deleted the Special Provision for DEMOLITION OF STRUCTURES (Illinois Tollway GBSP).

Change #17

Contract Requirements, Volume II, replace page J-418R with page J-419RR. This replacement contains the following revision (attached):

17.1. Revised the page number.

Change #18

Contract Requirements, Volume II, replace pages J-427 and J-428 with page J-427R and J-428R. This

18.1. Revised the pages to start the Special Provision for VES CAMERA POLE, GROUND MOUNT on a new page.

Change #19

Contract Requirements, Volume II, replace page J-476 with page J-476R. This replacement contains the following

19.1. Revised the applicable adjustment Pay Items to 999ADJ20 and 999ADJ21.

Change #20

Contract Requirements, Volume II, replace page J-477 with page J-477R. This replacement contains the following

20.1. Added the Basis of Payment table.

Change #21

Contract Requirements, Volume II, replace page J-485 with page J-485R. This replacement contains the following

21.1. Deleted a blank page.

Change #22

Contract Requirements, Volume II, replace page J-497 with page J-497R. This replacement contains the following

22.1. Revised the description to clarify the scope of work covered by this allowance.

Addendum No. 2 Page 5 of 6 6/13/2025

Change #23

Contract Requirements, Volume II, replace pages J-499R through J-499B with pages J-500RR through J-500BR.

This replacement contains the following revision (attached):

23.1. Revised the page number.

Change #24

Contract Requirements, Volume II, replace pages J-501 through J-518 with pages J-501R through J-518R. This

24.1. Deleted the duplicate Special Provision for FIBER OPTIC CABLE, SINGLE MODE (Illinois Tollway).

Change #25

Contract Requirements, Volume II, replace pages J-539 through J-541 with pages J-539R through J-541R. This replacement contains the following revision (attached):

25.1. Revised the Special Provision for CONTINUOUSLY REINFORCED PORTLAND CEMENT CONCRETE

PAVEMENT AND SHOULDER (SPECIAL) (Illinois Tollway) in its entirety.

Change #26

Contract Requirements, Volume II, replace page J-547 with page J-547R. This replacement contains the following

26.1. Revised the Possible Lane Closure Times tables.

Change #27

Contract Requirements, Volume II, Add the following Special Provision J-577A through J-577C. These new pages contain

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

CHANGES TO THE CONTRACT DRAWINGS

Contract Plans, Volume 1, Drawing 2, SEALS AND SIGNATURES. This drawing contains the following revision

(attached):

1.1. Added the Signature for Primera Engineers, LTD.

Contract Plans, Volume 1, Drawing 8, SUGGESTED PROGRESS SCHEDULE. This drawing contains the following r revision (attached):

2.1 Added a row to delineate the weeks of the months

Change #3

Contract Plans, Volume 1, Drawing 58, ROADWAY DETAILS, PLAZA 56. This drawing contains the following revision (attached):

3.1. Added the detail for Bollard.

Change #4

Contract Plans, Volume 1, Drawing 62, PR DRAINGE PLAN, PLAZA 56. This drawing contains the following

4.1. Revised Note 4.

Addendum No. 2 Page 6 of 6 6/13/2025

Change #5

Contract Plans, Volume 1, Drawing 182, PLAZA 56 WB UNDERGROUND CONDUIT DETAILS. This drawing contains the following revision (attached):

5.1. Underground conduit details are removed from this sheet.

Change #6

Contract Plans, Volume 1, Drawing 185, PLAZA 56 WB-MAIN CONTROL BLDG. This drawing contains the following revision (attached):

6.1. Sleeve and underground details are added to the sheet.

Change #7

Contract Plans, Volume 2, Drawing 271, PLAZA 57 EB VPJB DETAIL. This drawing contains the following

7.1. Revised the detail of the cabinet.

Change #8

Contract Plans, Volume 2, Drawing 446, CROSS SECTION PLAZA 58. This drawing contains the following

8.1. Added bubble to delineate the previous revision.

END OF ADDENDUM CHANGES

(Rev 7/2020) DBE - 2 Contract No I-24-4983

DBE Joint Venture means an association of two or more persons, or any combination of types of business enterprises and persons numbering two or more, proposing to perform as a single for profit business enterprise, in which each Joint Venture partner contributes property, capital, efforts, skill and knowledge, and in which the DBE is responsible for a distinct, clearly defined portion of the work of the project and whose share in the capital contribution, control, management, risks, and profits of the Joint Venture are equal to its ownership interest. Joint Ventures must have an agreement in writing specifying the terms and conditions of the relationships between the partners and their relationship, risks and responsibility under the contract.

DBE Utilization Plan means the list of currently certified DBEs that the Bidder commits will be utilized, including its own participation as a DBE, if applicable, in the scopes of the work and the dollar values or the percentages of the work to be performed pursuant to this solicitation and in conformance with this Special Provision.

Good Faith Efforts means actions undertaken by a contractor to achieve a DBE contract goal, which, by their scope, intensity, and appropriateness to the objective, can reasonably be expected to fulfill the contract goal.

Mobilization means preparatory work and operations necessary for the movement of personnel, equipment and incidentals to the project site for the establishment of offices, buildings and other facilities necessary for work on the project and for all other work operations which must be performed, or costs incurred when beginning work on the project.

Regular Dealer means a firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials, supplies, articles or equipment of the general character described by the specifications and required under the contract are bought, kept in stock, and regularly sold or leased to the public in the usual course of business.

To be a Regular Dealer, the firm must be an established, regular business that engages, as its principal business and under its own name, in the purchase and sale or lease of the products in question. A firm may be a Regular Dealer in such bulk items as petroleum products, steel, cement, gravel, stone, or asphalt without owning, operating, or maintaining a place of business if the firm both owns and operates distribution equipment for the products. Any supplementing of a Regular Dealer's distribution equipment shall be by a long-term lease agreement and not on an ad hoc or contract-by-contract basis. Packagers, manufacturer representatives, or other persons who arrange or expedite transactions are not Regular Dealers.

3. CONTRACTOR ASSURANCE

The contractor will assure that each of its employees and its subcontractors’ employees associated with the contract shall not discriminate on the basis of any protected category identified by law in the performance of this contract. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy, as the Tollway deems appropriate.

4. DBE CONTRACT GOAL TO BE ACHIEVED BY THE CONTRACTOR

This contract includes a specific DBE utilization goal of 21% of the Core Work of the contract. The goal reflects the estimated availability of DBEs to perform the scopes of work of this contract, including as a prime contractor.

Consequently, in addition to the other award criteria established for this contract, ISTHA will award this contract to a Bidder who either meets this goal or who demonstrates its good faith efforts to do so. The participation of DBEs will be calculated on the amount of the Core Work, not Contingency Work identified in the bid documents. The Contractor’s DBE commitment will be assessed for any and all Extra Work Orders (EWO) and Change Orders (CO) at the time such orders are issued.

5. DBE, M/WBE and SBA 8(a) LOCATOR REFERENCES

Bidders should consult the Illinois Unified Certification Program (“ILUCP”) DBE Directory as a reference source for DBEs and the City of Chicago, the County of Cook M/WBE directories as reference sources for M/WBEs in construction certified by the City of Chicago or the County of Cook, or the Small Business Administration SBA 8(a) directory for SBA 8(a)s certified

SuiC Line

SuiC Image

LeowK Text Box R

S.P.

PAY ITEM

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

* 20100110 TREE REMOVAL (6 TO 15 UNITS DIAMETER) UNIT 275

* 20100210 TREE REMOVAL (OVER 15 UNITS DIAMETER) UNIT 60

* 20200100 EARTH EXCAVATION CU YD 6,101

20900110 POROUS GRANULAR BACKFILL CU YD 609

25100630 EROSION CONTROL BLANKET SQ YD 4,133

25100900 TURF REINFORCEMENT MAT SQ YD 886

28000250 TEMPORARY EROSION CONTROL SEEDING POUND 108

28001100 TEMPORARY EROSION CONTROL BLANKET SQ YD 5,207

28100105 STONE RIPRAP, CLASS A3 SQ YD 7

28200200 FILTER FABRIC SQ YD 7

31101200 SUBBASE GRANULAR MATERIAL, TYPE B 4" SQ YD 377

35101800 AGGREGATE BASE COURSE, TYPE B 6" SQ YD 400

42300400

PORTLAND CEMENT CONCRETE DRIVEWAY

PAVEMENT, 8 INCH

SQ YD 69

42400200

PORTLAND CEMENT CONCRETE SIDEWALK 5

INCH

SQ FT 4,005

44000100 PAVEMENT REMOVAL SQ YD 7,364

44000300 CURB REMOVAL FOOT 502

44000400 GUTTER REMOVAL FOOT 970

44000500 COMBINATION CURB AND GUTTER REMOVAL FOOT 1,407

44000600 SIDEWALK REMOVAL SQ FT 4,878

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

Illinois State Toll Highway Authority

Contract I-24-4983

Addendum No. 2 P - 5 June 13, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

44004250 PAVED SHOULDER REMOVAL SQ YD 2,721

44201383 CLASS C PATCHES, TYPE IV, 12 INCH SQ YD 334

* 44213200 SAW CUTS FOOT 72

50104650 SLOPE WALL REMOVAL SQ YD 60

50200100 STRUCTURE EXCAVATION CU YD 843

* 50300225 CONCRETE STRUCTURES CU YD 152.9

50300300 PROTECTIVE COAT SQ YD 531

50500505 STUD SHEAR CONNECTORS EACH 612

* 50800205 REINFORCEMENT BARS, EPOXY COATED POUND 106,780

50901760 PIPE HANDRAIL FOOT 8

52200020 TEMPORARY SOIL RETENTION SYSTEM SQ FT 1,403

52200105 FURNISHING SOLDIER PILES (W SECTION) FOOT 1,620

52200200

DRILLING AND SETTING SOLDIER PILES (IN

SOIL)

CU FT 6,725

52200250 UNTREATED TIMBER LAGGING SQ FT 2,223

52200800 SEGMENTAL CONCRETE BLOCK WALL SQ FT 104

52200900 CONCRETE STRUCTURES (RETAINING WALL) CU YD 422.6

54210192 PIPE ELBOW, 36" EACH 6

550A0340 STORM SEWERS, CLASS A, TYPE 2 12" FOOT 242

550A0360 STORM SEWERS, CLASS A, TYPE 2 15" FOOT 369

Illinois State Toll Highway Authority

Addendum No. 2 P - 6RR June 13, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

550A0450 STORM SEWERS, CLASS A, TYPE 2 36" FOOT 1,395

550A0470 STORM SEWERS, CLASS A, TYPE 2 42" FOOT 18

55100500 STORM SEWER REMOVAL 12" FOOT 86

55100700 STORM SEWER REMOVAL 15" FOOT 120

55101600 STORM SEWER REMOVAL 36" FOOT 1,194

58700300 CONCRETE SEALER SQ FT 2,495

59100100 GEOCOMPOSITE WALL DRAIN SQ YD 457

60146304 PIPE UNDERDRAINS FOR STRUCTURES 4" FOOT 612

60200105

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

FRAME, OPEN LID

EACH 1

60223800

MANHOLES, TYPE A, 6'-DIAMETER, TYPE 1

FRAME, CLOSED LID

EACH 5

60224440

MANHOLES, TYPE A, 7'-DIAMETER, TYPE 20

FRAME AND GRATE

EACH 1

60224446

MANHOLES, TYPE A, 7'-DIAMETER, TYPE 1

FRAME, CLOSED LID

EACH 2

60234200 INLETS, TYPE A, TYPE 1 FRAME, OPEN LID EACH 1

60250200 CATCH BASINS TO BE ADJUSTED EACH 5

60500050 REMOVING CATCH BASINS EACH 15

60500060 REMOVING INLETS EACH 3

60600605 CONCRETE CURB, TYPE B FOOT 124

60603800

COMBINATION CONCRETE CURB AND

GUTTER, TYPE B-6.12

FOOT 67

Illinois State Toll Highway Authority

Addendum No. 2 P - 7R June 13, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

60618320 CONCRETE MEDIAN SURFACE, 6 INCH SQ FT 2,012

* 63200310 GUARDRAIL REMOVAL FOOT 1,075

* 66900530 SOIL DISPOSAL ANALYSIS EACH 3

70107025 CHANGEABLE MESSAGE SIGN CAL DA 67

* 70301120

TEMPORARY PAVEMENT MARKING - LINE 4" -

EPOXY

FOOT 2,890

* 70307100

TEMPORARY PAVEMENT MARKING LETTERS

AND SYMBOLS - TYPE IV TAPE

SQ FT 73

* 70307120

TEMPORARY PAVEMENT MARKING - LINE 4" -

TYPE IV TAPE

FOOT 31,914

* 70307140

TEMPORARY PAVEMENT MARKING - LINE 8" -

TYPE IV TAPE

FOOT 2,449

70600280

IMPACT ATTENUATORS, TEMPORARY

(SEVERE USE,NARROW), TEST LEVEL 3

EACH 5

70600370

IMPACT ATTENUATORS, RELOCATE (SEVERE

USE, NARROW), TEST LEVEL 3

EACH 6

72000100 SIGN PANEL - TYPE 1 SQ FT 237

72000300 SIGN PANEL - TYPE 3 SQ FT 144

72400100 REMOVE SIGN PANEL ASSEMBLY - TYPE A EACH 32

72400200 REMOVE SIGN PANEL ASSEMBLY - TYPE B EACH 8

72400310 REMOVE SIGN PANEL - TYPE 1 SQ FT 163

72400320 REMOVE SIGN PANEL - TYPE 2 SQ FT 172

78200011 BARRIER WALL REFLECTORS, TYPE C EACH 126

81300840

JUNCTION BOX, STAINLESS STEEL, ATTACHED

TO STRUCTURE, 18" X 18" X 12"

EACH 4

81800400

AERIAL CABLE, 4-1/C NO. 2 WITH MESSENGER

WIRE

FOOT 1,281

Illinois State Toll Highway Authority

Addendum No. 2 P - 8R June 13, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

83800205

BREAKAWAY DEVICE, TRANSFORMER BASE,

15 INCH BOLT CIRCLE

EACH 13

84100110 REMOVAL OF TEMPORARY LIGHTING UNIT EACH 7

87301305

ELECTRIC CABLE IN CONDUIT, LEAD-IN, NO. 14

1 PAIR

FOOT 6,564

87900200 DRILL EXISTING HANDHOLE EACH 4

87900205 DRILL EXISTING HEAVY DUTY HANDHOLE EACH 9

* X0322135 BOLLARDS, QUICK RELEASE EACH 3

* X0322463 CONNECTION TO EXISTING SEWER EACH 6

* X1200160

CONNECTION TO EXISTING DRAINAGE

STRUCTURE

EACH 8

* X2010516 SELECTIVE CLEARING UNIT 4.3

* X4402020 CONCRETE MEDIAN SURFACE REMOVAL SQ FT 2,012

* X4402805 ISLAND REMOVAL SQ FT 3,907

* X5537800 STORM SEWERS TO BE CLEANED 12" FOOT 1,624

* X5537900 STORM SEWERS TO BE CLEANED 15" FOOT 15

* X5538600 STORM SEWERS TO BE CLEANED 36" FOOT 1,463

* X5538700 STORM SEWERS TO BE CLEANED 42" FOOT 79

* X6025604

PROPOSED MANHOLE/CATCH BASIN

CONNECTION OVER EXISTING STORM SEWER

EACH 2

* X8860105 DETECTOR LOOP REPLACEMENT FOOT 132

* X8950510 REMOVE FIBER OPTIC CABLE FROM CONDUIT FOOT 4,446

* Z0018500 DRAINAGE STRUCTURES TO BE CLEANED EACH 20

Illinois State Toll Highway Authority

Addendum No. 2 P - 9R June 13, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

* Z0073510 TEMPORARY TRAFFIC SIGNAL TIMING EACH 12

* Z0075496 CONCRETE RETAINING WALL REMOVAL FOOT 22

* Z0076870 UNDERDRAIN CONNECTION TO STRUCTURE EACH 22

* JI211112 TOPSOIL EXCAVATION AND DISPOSAL CU YD 626

* JI211124 TOPSOIL FURNISH AND PLACE, 4" SQ YD 2,838

* JI282010 SUBGRADE FILTER FABRIC SQ YD 9,443

* JI406107 ASPHALT TACK COAT POUND 1,457

* JI420010

PORTLAND CEMENT CONCRETE PAVEMENT

12" (JOINTED)

SQ YD 5,190

* JI420906 LONGITUDINAL JOINT SEALANT FOOT 2,195

* JI440022 SHOULDER RUMBLE STRIP REMOVAL SQ YD 1,615

* JI442905 DOWEL BARS 1 1/2" EACH 44

* JI442970

RAPID SETTING LATEX MODIFIED CONCRETE

PAVEMENT PATCHING, CLASS B, TYPE II, 13

INCHES

SQ YD 16

* JI442972

RAPID SETTING LATEX MODIFIED CONCRETE

PAVEMENT PATCHING, CLASS B, TYPE IV, 13

INCHES

SQ YD 37

* JI481070 AGGREGATE SHOULDERS SPECIAL, TYPE C TON 58

* JI481130

AGGREGATE SHOULDERS WITH FILTER

FABRIC, TYPE B 4"

SQ YD 524

* JI482104 WARM-MIX ASPHALT SHOULDERS (6 IN.) SQ YD 3,103

* JI483400

PORTLAND CEMENT CONCRETE SHOULDERS

(JOINTED) 9"

SQ YD 233

* JI485010 TEMPORARY PAVEMENT, CLASS 1 SQ YD 1,044

* JI602128

CATCH BASINS, TYPE G-3(MODIFIED), TYPE

20A FRAME AND GRATE

EACH 5

Illinois State Toll Highway Authority

Addendum No. 2 P - 10 June 13, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

* JI602182

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

2 FRAME AND GRATE

EACH 3

* JI602184

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

20A FRAME AND GRATE

EACH 1

* JI602189

CATCH BASINS, TYPE A, 6'-DIAMETER, TYPE G-

2 FRAME AND GRATE

EACH 2

* JI602231 INLETS, TYPE A, TYPE 20A FRAME AND GRATE EACH 1

* JI602232 INLETS, TYPE A, TYPE G-2 FRAME AND GRATE EACH 1

* JI602801

CATCH BASINS, TYPE G-4, TYPE 20A FRAME

AND GRATE

EACH 2

* JI606000 CONCRETE CURB TYPE C FOOT 57

* JI606010 GUTTER, TYPE G-2 FOOT 1,314

* JI606015 GUTTER, TYPE G-2, MODIFIED FOOT 140

* JI606020 GUTTER, TYPE G-3 FOOT 240

* JI606036 GUTTER, TYPE G-3N FOOT 48

* JI631110

TRAFFIC BARRIER TERMINAL, TYPE T1

(SPECIAL) TANGENT

EACH 2

* JI631112

TRAFFIC BARRIER TERMINAL, TYPE T1-A

(SPECIAL)

EACH 2

* JI637017 CONCRETE BARRIER BASE (SPECIAL) FOOT 40

* JI637060 CONCRETE BARRIER TRANSITION, SPECIAL FOOT 108

* JI637302

CONCRETE BARRIER REMOVAL, SINGLE

FACED REINFORCED

FOOT 1,147

* JI642014 ASPHALT SHOULDER RUMBLE STRIP, 16 INCH FOOT 5,101

* JI669016

REGULATED SUBSTANCES MONITORING AND

FIELD SCREENING

CAL DAY 10

* JI680222 DOUBLE SLOPED HEADWALL TYPE III, 2-6”,1:6 EACH 2

Illinois State Toll Highway Authority

Addendum No. 2 P - 11R June 13, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

* JI701002 DETOUR SIGNING, LOCATION 2 L SUM 1

* JI701005 DETOUR SIGNING, LOCATION 5 L SUM 1

* JI701006 DETOUR SIGNING, LOCATION 6 L SUM 1

* JI701008 DETOUR SIGNING, LOCATION 8 L SUM 1

* JI703996

TEMPORARY PAVEMENT MARKING TAPE

REMOVAL

SQ FT 12,344

* JI704001

TEMPORARY CONCRETE BARRIER, CROSS-

BOLT CONNECTION

FOOT 3,013

* JI704006

RELOCATE TEMPORARY CONCRETE BARRIER,

CROSS-BOLT CONNECTION

FOOT 2,773

* JI811276

CONDUIT ATTACHED TO STRUCTURE, 2" DIA.,

STAINLESS STEEL

FOOT 610

* JI811282

CONDUIT ATTACHED TO STRUCTURE, 4" DIA.,

STAINLESS STEEL

FOOT 146

* JI873002

ELECTRIC CABLE IN CONDUIT NO. 12, 3/C,

TWISTED SHIELDED

FOOT 615

* JI873008

ELECTRIC CABLE IN CONDUIT NO. 12, 2/C,

TWISTED, SHIELDED

FOOT 4,641

* JI900100 CONCRETE COLLAR EACH 1

** JS120710 ENERGY ATTENUATOR EACH 3

** JS120715 ENERGY ATTENUATOR CONCRETE PAD SQ FT 276

** JS250220 SEEDING, CLASS 2E ACRE 1.04

** JS280040

EROSION AND SEDIMENT CONTROL-

CLEANOUT

CU YD 116

** JS280050 SILT FENCE FOOT 3,460

** JS280051 RE-ERECT SILT FENCE FOOT 632

** JS280180 RECTANGULAR INLET PROTECTION EACH 4

Illinois State Toll Highway Authority

Addendum No. 2 P - 12R June 13, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

** JS280210

FILTER FABRIC INLET PROTECTION, BASKET

TYPE

EACH 29

** JS452200 JOINT ROUTING ASPHALT SHOULDER FOOT 2,195

** JS601300 PIPE UNDERDRAINS, 6" (SPECIAL) FOOT 138

** JS601320 PIPE UNDERDRAINS, FABRIC LINED TRENCH 6" FOOT 3,083

** JS631130 TRAFFIC BARRIER TERMINAL, TYPE T6 EACH 1

** JS631135 TRAFFIC BARRIER TERMINAL, TYPE T6B EACH 3

** JS664305 RIGHT-OF-WAY FENCE, TYPE 1, 6' FOOT 43

** JS670B00 FIELD OFFICE, TYPE B CAL MO 24

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

** JS701250

TRAILER MOUNTED RADAR SPEED DISPLAY

UNIT

CAL MO 4

** JS720110 SIGN INSTALLATION, TYPE 2 SQ FT 212

** JS720120 SIGN INSTALLATION, TYPE 3 SQ FT 384

** JS733610

OVERHEAD SIGN STRUCTURE, AET RAMP

ENTRANCE MONOTUBE TYPE (STEEL)

FOOT 144

** JS733710

OVERHEAD SIGN STRUCTURE, MAINLINE

ENTRANCE MONOTUBE TYPE (STEEL)

FOOT 53

** JS733750

OVERHEAD SIGN STRUCTURE, MAINLINE EXIT

MONOTUBE TYPE (STEEL)

FOOT 113

** JS734E10

FOUNDATION FOR OVERHEAD SIGN

STRUCTURE, MAINLINE MONOTUBE TYPE

CU YD 91.6

** JS734F10

FOUNDATION FOR OVERHEAD SIGN

STRUCTURE, RAMP MONOTUBE TYPE

CU YD 63.4

** JS780JC1

GROOVING FOR RECESSED PAVEMENT

MARKING LINES, 7" GROOVE

FOOT 30,492

** JS780JE1

GROOVING FOR RECESSED PAVEMENT

MARKING LINES, 11" GROOVE

FOOT 10,407

Illinois State Toll Highway Authority

Addendum No. 2 P - 13 June 13, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

** JS782022 BARRIER WALL REFLECTORS, TYPE C EACH 215

** JS810090

UNDERGROUND CONDUIT, PVC COATED

GALVANIZED STEEL, 1 1/2” DIA.

FOOT 675

** JS810832 UNDERGROUND CONDUIT, PVC, 1" DIA. FOOT 10

** JS810835 UNDERGROUND CONDUIT, PVC, 2" DIA. FOOT 2,632

** JS810837 UNDERGROUND CONDUIT, PVC, 3" DIA. FOOT 153

** JS810839 UNDERGROUND CONDUIT, PVC, 4" DIA. FOOT 850

** JS810875

UNDERGROUND CONDUIT, COILABLE

NONMETALLIC CONDUIT, 2" DIA.

FOOT 372

** JS811051

CONDUIT ATTACHED TO STRUCTURE, 1 1/2"

DIA., PVC COATED GALVANIZED STEEL

FOOT 2,131

** JS811060

CONDUIT ATTACHED TO STRUCTURE, 2" DIA.,

PVC COATED GALVANIZED STEEL

FOOT 100

** JS812023

CONDUIT EMBEDDED IN STRUCTURE, 2" DIA.,

PVC

FOOT 125

** JS812027

CONDUIT EMBEDDED IN STRUCTURE, 4" DIA.,

PVC

FOOT 57

** JS813055

JUNCTION BOX, STAINLESS STEEL, ATTACHED

TO STRUCTURE, 12" X 12" X 6"

EACH 20

** JS813060

JUNCTION BOX, STAINLESS STEEL, ATTACHED

TO STRUCTURE, 12" X 20" X 7"

EACH 28

** JS813073

JUNCTION BOX, STAINLESS STEEL, ATTACHED

TO STRUCTURE, 16" X 14" X 6"

EACH 7

** JS813080

JUNCTION BOX, STAINLESS STEEL, ATTACHED

TO STRUCTURE, 18" X 12" X 6"

EACH 3

** JS814002 HEAVY-DUTY HANDHOLE, TOLLWAY EACH 8

** JS816034

UNIT DUCT, WITH 2-1/C NO. 8 AND 1/C NO. 8

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

FOOT 108

Illinois State Toll Highway Authority

Addendum No. 2 P - 14R June 13, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

** JS816074

UNIT DUCT, WITH 2-1/C NO. 4 AND 1/C NO. 6

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

FOOT 1,566

** JS816078

UNIT DUCT, WITH 4-1/C NO. 4 AND 1/C NO. 6

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

FOOT 2,523

** JS817211

ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE

USE) 1/C NO. 10

FOOT 161

** JS817212

ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE

USE) 1/C NO. 8

FOOT 524

** JS817214

ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE

USE) 1/C NO. 4

FOOT 300

** JS817215

ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE

USE) 1/C NO. 2

FOOT 4,148

** JS817216

ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE

USE) 1/C NO. 1/0

FOOT 3,610

** JS817219

ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE

USE) 1/C NO. 4/0

FOOT 1,200

** JS817224

ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE

USE) 1/C 500MCM

FOOT 16,760

** JS821100 LUMINAIRE, LED, HORIZONTAL MOUNT EACH 20

** JS830003

GROUND MOUNTED LIGHT POLE, ALUMINUM,

50 FT., 15 FT. MAST ARM

EACH 13

** JS830013

WALL MOUNTED LIGHT POLE, ALUMINUM, 50

FT., 12 FT. MAST ARM

EACH 3

** JS830030 TEMPORARY WOOD POLE, 60 FT., CLASS 4 EACH 2

** JS830031

TEMPORARY WOOD POLE, 60 FT., CLASS 4, 15

FT. MAST ARM

EACH 5

** JS836001

LIGHT POLE FOUNDATION (ROADWAY) STEEL

HELIX (7 FT) OR CONCRETE

EACH 13

** JS842085

REMOVAL OF EXISTING LIGHTING UNIT, NO

SALVAGE

EACH 12

** JS842105 POLE FOUNDATION, REMOVED EACH 12

** JS845012

REMOVAL OF ELECTRIC SERVICE

INSTALLATION

EACH 2

* JT130101 DEMOLITION OF PLAZA CANOPY, LOCATION 1 L SUM 1

Illinois State Toll Highway Authority

Addendum No. 2 P - 15R June 13, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

* JT130102 DEMOLITION OF PLAZA CANOPY, LOCATION 2 L SUM 1

* JT130121 DEMOLITION OF PLAZA CANOPY, LOCATION 5 L SUM 1

* JT130122 DEMOLITION OF PLAZA CANOPY, LOCATION 6 L SUM 1

* JT130201 REMOVAL OF PLAZA EQUIPMENT, LOCATION 1 L SUM 1

* JT130202 REMOVAL OF PLAZA EQUIPMENT, LOCATION 2 L SUM 1

* JT130203 REMOVAL OF PLAZA EQUIPMENT, LOCATION 3 L SUM 1

* JT130214 REMOVAL OF PLAZA EQUIPMENT, LOCATION 4 LSUM 1

* JT130215 REMOVAL OF PLAZA EQUIPMENT, LOCATION 5 L SUM 1

* JT130216 REMOVAL OF PLAZA EQUIPMENT, LOCATION 6 L SUM 1

* JT130822

VIDEO POWER JUNCTION BOX MODEL A,

NEMA 1

EACH 6

* JT131457

TEMPORARY PLAZA ELECTRICAL WORK,

LOCATION 3

LSUM 1

* JT131458

TEMPORARY PLAZA ELECTRICAL WORK,

LOCATION 4

LSUM 1

* JT131527 PLAZA ELECTRICAL WORK, LOCATION 1 L SUM 1

* JT131528 PLAZA ELECTRICAL WORK, LOCATION 2 L SUM 1

* JT131529 PLAZA ELECTRICAL WORK, LOCATION 3 L SUM 1

* JT131652

CONTROL BUILDING FOUNDATION, LOCATION

L SUM 1

* JT131655

CONTROL BUILDING FOUNDATION, LOCATION

L SUM 1

* JT131656

CONTROL BUILDING FOUNDATION, LOCATION

L SUM 1

* JT131702

PRECAST CONCRETE PLAZA CONTROL

BUILDING, LOCATION 2

L SUM 1

Illinois State Toll Highway Authority

Addendum No. 2 P - 16 June 13, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

* JT131705

PRECAST CONCRETE PLAZA CONTROL

BUILDING, LOCATION 5

L SUM 1

* JT131706

PRECAST CONCRETE PLAZA CONTROL

BUILDING, LOCATION 6

L SUM 1

* JT131784 PLAZA ELECTRICAL WORK, LOCATION 4 L SUM 1

* JT131785 PLAZA ELECTRICAL WORK, LOCATION 5 L SUM 1

* JT131786 PLAZA ELECTRICAL WORK, LOCATION 6 L SUM 1

* JT132155 RAMP PLAZA ELECTRICAL CABINET, UPS EACH 1

* JT132160 RAMP PLAZA ELECTRICAL CABINET, POWER EACH 1

* JT132165

RAMP PLAZA ELECTRICAL CABINET,

COMMUNICATIONS

EACH 1

* JT132170 RAMP PLAZA ELECTRICAL CABINET, IPASS EACH 3

* JT132175 RAMP PLAZA ELECTRICAL CABINET, ORT EACH 3

* JT132180 CONDUIT TRAY SYSTEM FOOT 120

* JT132190 PLAZA ANTENNA CABLE FOOT 2,088

* JT132672 CAT 6 ETHERNET CABLE FOOT 3,709

* JT132686 EXTENDED RANGE ETHERNET CABLE FOOT 690

* JT132699

FURNISH COMMUNICATIONS SYSTEM

UPGRADE

EACH 1

* JT132745 DATA LOGGER CAMERA AND POLE EACH 4

* JT132750 VES CAMERA AND POLE, GROUND MOUNT EACH 12

* JT132755

VES CAMERA WASH SYSTEM, SINGLE

CABINET. NITROGEN GENERATOR, LOCATION

L SUM 1

* JT132756

VES CAMERA WASH SYSTEM, SINGLE

CABINET. NITROGEN GENERATOR, LOCATION

L SUM 1

Illinois State Toll Highway Authority

Addendum No. 2 P - 17R June 13, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

* JT132757

VES CAMERA WASH SYSTEM, SINGLE

CABINET. NITROGEN GENERATOR, LOCATION

L SUM 1

* JT132758

VES CAMERA WASH SYSTEM, SINGLE

CABINET, NITROGEN GENERATOR, LOCATION

LSUM 1

* JT132759

VES CAMERA WASH SYSTEM, SINGLE

CABINET. NITROGEN GENERATOR, LOCATION

L SUM 1

* JT132760

VES CAMERA WASH SYSTEM, SINGLE

CABINET. NITROGEN GENERATOR, LOCATION

L SUM 1

* JT132918 ITS CABINET ENCLOSURE SHELTER EACH 1

* JT134037

ITS ELEMENT SITE GROUNDING - POLE

MOUNTED ASSEMBLY

EACH 6

* JT135022 RELOCATE CCTV CAMERA EACH 2

* JT132820 CCTV CAMERA, ITS ASSEMBLY EACH 2

* JT135098

REMOVE CCTV CAMERA, STRUCTURE

MOUNTED

EACH 3

* JT160099

HANDHOLE FOR SINGLE MODE FIBER OPTIC

CABLE, TORSION ASSIST, 48"X72"X36"

EACH 2

* JT160132

HANDHOLE FOR SINGLE MODE FIBER OPTIC

CABLE, 48"X72"X36"

EACH 7

* JT160217 LOCATE POST FOR FIBER OPTIC CABLE EACH 7

* JT160218

CABLE MARKER WARNING SIGN, WITH POST,

FOR FIBER OPTIC CABLE

EACH 6

* JT160320

FIBER OPTIC CABLE, SINGLE MODE,

ARMORED, 12 FIBERS

FOOT 1,500

* JT160323

FIBER OPTIC CABLE, SINGLE MODE,

ARMORED, 48 FIBERS

FOOT 7,673

* JT160367 INSTALL FIBER DISTRIBUTION PANEL EACH 4

* JT160390 FIBER OPTIC CABLE - TERMINATION EACH 2

* JT160515 FIBER OPTIC TRANSCEIVER, TYPE 2 EACH 4

* JT160540

FIBER OPTIC CONNECTOR, SC-LC, SINGLE

MODE DUPLEX

EACH 4

* JT160620 NETWORK EQUIPMENT, TYPE 3 EACH 4

* JT202009 NON-SPECIAL WASTE DISPOSAL, TYPE 1 CU YD 3,694

* JT210001 POROUS GRANULAR BACKFILL CU YD 365

* JT211A11 SUBGRADE AGGREGATE 12 IN. CU YD 4,345

Illinois State Toll Highway Authority

Addendum No. 2 P - 18R June 13, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

* JT301010 GRANULAR SUBBASE, SPECIAL CU YD 254

* JT420300

DIAMOND GRINDING FOR CONTINUOUSLY

REINFORCED PORTLAND CEMENT CONCRETE

PAVEMENT AND SHOULDER (SPECIAL)

SQ YD 2,652

* JT421391

CONTINUOUSLY REINFORCED PORTLAND

CEMENT CONCRETE PAVEMENT AND

SHOULDER (SPECIAL)(13.25 IN.)

SQ YD 2,111

* JT421510 SLEEPER SLAB SQ YD 228

* JT421971 PAVEMENT REINFORCEMENT (13.25 IN.) SQ YD 2,111

* JT637400

CONCRETE BARRIER SINGLE FACE,

REINFORCED TL-4, 44 INCH

FOOT 2,338

* JT637401

BASE FOR CONCRETE BARRIER SINGLE FACE,

REINFORCED TL-4, 44 INCH

FOOT 2,483

* JT637410

CONCRETE BARRIER, SINGLE FACE,

REINFORCED TL-4, L-SHAPE, 44 INCH

FOOT 330

* JT637411

BASE FOR CONCRETE BARRIER SINGLE FACE,

REINFORCED TL-4, L-SHAPE, 44 INCH

FOOT 330

* JT669030 EARTHWORK CONSTRUCTION PLAN L SUM 1

* JT669040 EARTHWORK FINAL CONSTRUCTION REPORT L SUM 1

* JT701101 MAINTENANCE OF TRAFFIC, LOCATION 1 L SUM 1

* JT701102 MAINTENANCE OF TRAFFIC, LOCATION 2 L SUM 1

* JT701103 MAINTENANCE OF TRAFFIC, LOCATION 3 L SUM 1

* JT701104 MAINTENANCE OF TRAFFIC, LOCATION 4 L SUM 1

* JT701105 MAINTENANCE OF TRAFFIC, LOCATION 5 L SUM 1

* JT701106 MAINTENANCE OF TRAFFIC, LOCATION 6 L SUM 1

* JT721102 SIGN PANEL OVERLAY SQ FT 144

* JT724223 REMOVE AND RELOCATE SIGN, TYPE 3 SQ FT 300

Illinois State Toll Highway Authority

Addendum No. 2 P - 19 June 13, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

* JT780310

MULTI-POLYMER PAVEMENT MARKING - LINE

6"

FOOT 30,492

* JT780320

MULTI-POLYMER PAVEMENT MARKING - LINE

10"

FOOT 10,407

* JT780325

MULTI-POLYMER PAVEMENT MARKING - LINE

12"

FOOT 3,183

* JT780340

MULTI-POLYMER PAVEMENT MARKING -

LETTERS (8 FT.)

SQ FT 146

* JT780355

MULTI-POLYMER PAVEMENT MARKING -

SYMBOLS (LARGE)

SQ FT 361

* JT780360

MULTI-POLYMER PAVEMENT MARKING -

SYMBOLS (SMALL)

SQ FT 146

* JT783005

WATERBLAST PAVEMENT MARKING REMOVAL

WITH VACUUM RECOVERY

SQ FT 14,250

* JT810872

UNDERGROUND CONDUIT, COILABLE

NONMETALLIC CONDUIT, SDR 11, 1" DIA.

FOOT 3,980

* JT810874

UNDERGROUND CONDUIT, COILABLE

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

FOOT 5,237

* JT810876

UNDERGROUND CONDUIT, COILABLE

NONMETALLIC CONDUIT, SDR 11, 2" DIA.

FOOT 4,674

* JT810878

UNDERGROUND CONDUIT, COILABLE

NONMETALLIC CONDUIT, SDR 11, 3" DIA.

FOOT 260

* JT810879

UNDERGROUND CONDUIT, COILABLE

NONMETALLIC CONDUIT, SDR 11, 4" DIA.

FOOT 3,175

* JT810881

UNDERGROUND CONDUIT, COILABLE

NONMETALLIC CONDUIT, SDR 11, 6" DIA.

FOOT 539

* JT810925

UNDERGROUND CONDUIT SLEEVE,

NONMETALLIC CONDUIT, SDR 11, 8" DIA.

FOOT 155

* JT810926

UNDERGROUND CONDUIT SLEEVE,

NONMETALLIC CONDUIT, SDR 11, 10 DIA.

FOOT 260

* JT813025

JUNCTION BOX, STAINLESS STEEL,

ATTACHED TO STRUCTURE, 36" X 36" X 12"

EACH 1

* JT830051

GROUND MOUNTED LIGHT POLE, GALVANIZED

STEEL, 50 FT., WITHOUT MAST ARM

EACH 2

* JT836016

LIGHT POLE FOUNDATION (ROADWAY) 44”

BARRIER

EACH 5

* JT836018

ITS ELEMENT POLE FOUNDATION STEEL HELIX

(10 FT)

EACH 5

* JT900132

FLEXIBLE LIQUID TIGHT CONDUIT, METALLIC,

2” DIAMETER

FOOT 80

* JT900134

FLEXIBLE LIQUID TIGHT CONDUIT, METALLIC,

4" DIAMETER

FOOT 40

Illinois State Toll Highway Authority

Addendum No. 2 P - 20R June 13, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

* JT901056 LOCATOR TRACER WIRE FOOT 4,400

* JT901057 LOCATOR TRACER WIRE, DIRECTIONAL BORE FOOT 400

TOTAL AMOUNT OF CORE WORK

* JT155001 CONTRACTOR'S QUALITY PROGRAM L SUM 1 $ 450,000.00 $ 450,000.00

* JT151500

CONTRACT ADJUSTMENT ALLOWANCE FOR

TEMPERATURE CONTROL OF CONCRETE

UNIT 150,000 $ 1.00 $ 150,000.00

* JT154001 PAVEMENT PATCHING AND TRAFFIC CONTROL UNIT 35,000 $ 1.00 $ 35,000.00

* JT154005

EMERGENCY PAVEMENT AND SHOULDER

REPAIRS

UNIT 120,000 $ 1.00 $ 120,000.00

* JT154008

UNFORESEEN ADDITIONAL MAINTENANCE OF

TRAFFIC

UNIT 150,000 $ 1.00 $ 150,000.00

* JT154015

ALLOWANCE FOR UNFORESEEN DRAINAGE

WORK

UNIT 60,000 $ 1.00 $ 60,000.00

* JT154039

CONTRACT ALLOWANCE FOR UNFORESEEN

TOLL PLAZA WORK

UNIT 350,000 $ 1.00 $ 350,000.00

* JT154045

CONTRACT ALLOWANCE FOR COLD WEATHER

PAVEMENT MARKINGS

UNIT 30,000 $ 1.00 $ 30,000.00

* JT154051

CONTRACT ALLOWANCE FOR UNSUITABLE

SOIL

UNIT 30,000 $ 1.00 $ 30,000.00

* JT154067

CONTRACT ALLOWANCE FOR

CONSTRUCTIONWORKS APPRENTICES

UNIT 100,000 $ 1.00 $ 100,000.00

* JT154095

CONTRACT ALLOWANCE FOR MAINTAIN

LIGHTING SYSTEMS

UNIT 36,000 $ 1.00 $ 36,000.00

* JT154096

CONTRACT ALLOWANCE FOR MANTAIN

INTELLIGENT TRANSPORTATION SYSTEMS

UNIT 50,000 $ 1.00 $ 50,000.00

* JT154116 ALLOWANCE FOR UTILITY LINE PROTECTION UNIT 70,000 $ 1.00 $ 70,000.00

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)$

NEGATIVE

Illinois State Toll Highway Authority

Addendum No. 2 P - 21R June 13, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

999NEG06

FAILURE TO REPAIR IMPACT ATTENUATORS,

TEMPORARY PER TOLLWAY SUPPL. SPEC.

701.08(c)

OCCUR (2,500.00)$

999NEG07

LOSS OR DAMAGE TO TOLLWAY OWNED

DEVICES PER TOLLWAY SUPPL. SPEC.

701.08(d)

SQ FT (100.00)$

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)$

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)$

999NEG42

NON-COMPLIANCE WITH MAINTAIN LIGHTING

SYSTEM, PER TOLLWAY SUPPL. SPEC. 846.06

(a)

INC/DAY (1,000.00)$

999NEG43

FAILURE TO RESPOND TO MAINTAIN LIGHTING

SYSTEM, PER TOLLWAY SUPPL. SPEC. 846.06

(b)

OCCUR (1,000.00)$

999NEG44

LIQUIDATED DAMAGES FOR NON-COMPLETION

PER S.P. 105.1.1

CAL DAY (7,000.00)$

999NEG45

LIQUIDATED DAMAGES FOR NON-COMPLETION

PER S.P. 105.1.2

CAL DAY (7,000.00)$

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)$

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)$

Illinois State Toll Highway Authority

Addendum No. 2 P - 22R June 13, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

999NEG72

FAILURE TO RESPOND TO MAINTAIN ITS PER

MAINTAIN INTELLIGENT TRANSPORTATION

SYSTEMS SPECIAL PROVISION

OCCUR (1,000.00)$

999NEG73

NON-COMPLIANCE WITH ITS PER MAINTAIN

INTELLIGENT TRANSPORTATION SYSTEMS

SPECIAL PROVISION

OCCUR (1,000.00)$

* 999ADJ20

PROTECTION METHOD I FOR CONCRETE IN

SUBSTRUCTURES, CULVERTS, PUMP HOUSES

AND RETAINING WALLS AS PER IDOT Article

503.22

CU YD See Note 1

* 999ADJ21

PROTECTION METHOD II FOR CONCRETE IN

SUBSTRUCTURES, CULVERTS, PUMP HOUSES,

AND RETAINING WALLS AS PER IDOT Article

503.22

CU YD See Note 1

* 999ADJ45

CONSTRUCTIONWORKS APPRENTICES WAGE

RATE PAYMENT

HOUR $ 15.00

* 999ADJ46 ARROW BOARD EACH $ 13.32

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

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

* 999ADJ49 TYPE I OR TYPE II BARRICADE (WINTER RATE) EACH $ 1.50

* 999ADJ50 TYPE III BARRICADE EACH $ 2.35

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

* 999ADJ52 PLASTIC DRUM EACH $ 1.25

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

* 999ADJ54 FLASHER LIGHT EACH $ 0.20

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

* 999ADJ56 STEADY BURN LIGHT EACH $ 0.30

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

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

ADJUSTMENTS

Illinois State Toll Highway Authority

Addendum No. 2 P - 23RR June 13, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

* 999ADJ59

HI-INTENSITY LIGHT, SIGN MOUNTED (WINTER

RATE)

EACH $ 2.55

* 999ADJ60 CMS, SOLAR POWERED EACH $ 45.70

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

* 999ADJ62 SIGNS, WORK ZONE EACH $ 2.00

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

* 999ADJ64

TEMPORARY MODULAR GLARE SCREEN (12.5

FT. SECTION)

UNIT $ 0.60

* 999ADJ65

TEMPORARY CONCRETE BARRIER (12.5 FT.

SECTION)

UNIT $ 0.83

* 999ADJ66

TEMPORARY CONCRETE BARRIER (10.0 FT.

SECTION)

UNIT $ 0.50

* 999ADJ67

TEMPORARY CONCRETE BARRIER, CROSS

BOLT CONNECTION (12.5 FT. SECTION)

UNIT $ 1.47

* 999ADJ68 TEMPORARY SAND MODULE ATTENUATOR EACH $ 18.33

* 999ADJ69

IMPACT ATTENUATOR, TEMPORARY (SEVERE

USE, NARROW), TEST LEVEL 3

EACH $ 18.33

* 999ADJ70

IMPACT ATTENUATOR, TEMPORARY (SEVERE

USE, WIDE), TEST LEVEL 3

EACH $ 18.33

* 999ADJ71

TEMPORARY INFORMATION SIGNING-GROUND

MOUNTED, 24 SQ FT IN AREA OR LESS

SQ FT $ 0.25

* 999ADJ72

TEMPORARY INFORMATION SIGNING-GROUND

MOUNTED, GREATER THAN 24 SQ FT IN AREA

SQ FT $ 0.25

* 999ADJ73

TEMPORARY INFORMATION SIGNING-

OVERHEAD, 24 SQ FT IN AREA OR LESS

SQ FT $ 0.25

* 999ADJ74

TEMPORARY INFORMATION SIGNING-

OVERHEAD, GREATER THAN 24 SQ FT IN AREA

SQ FT $ 0.25

TOTAL AMOUNT OF CONTINGENCY WORK + CONTRACTOR'S QUALITY PROGRAM (CQP) $ 1,631,000.00

Illinois State Toll Highway Authority

Addendum No. 2 P - 24RR June 13, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT I-24-4983

MILE POST 125.2 TO MILE POST 134.3

SCHEDULE OF PRICES

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

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

BID CREDIT

AWARD CRITERIA

Note 1: The Contractor should leave the unit price value blank. The unit price will be entered by the

Tollway after receipt of bids.

Illinois State Toll Highway Authority

Addendum No. 2 P - 25 June 13, 2025

Contract I-24-4983 iRR June 13, 2025 Addendum No. 2

ILLINOIS STATE TOLL HIGHWAY AUTHORITY (Illinois Tollway)

SPECIAL PROVISIONS

CONTRACT NUMBER I-24-4983

PLAZA IMPROVEMENTS

REAGAN MEMORIAL TOLLWAY (I-88)

FROM WINFIELD ROAD TO HIGHLAND AVENUE

MILE POST 125.2 TO MILE POST 134.3

TABLE OF CONTENTS

S.P. No. Description Page. No

S.P. 101 LOCATION AND SCOPE OF WORK J-1

S.P. 102 CONTRACT I-24-4983 INDEX OF DRAWINGS J-2

S.P. 103 CONTRACT COMPLETION DATE AND SUBSTANTIAL COMPLETION DATE J-8R

S.P. 104 NOTICE TO PROCEED/COMMENCEMENT OF ON-SITE WORK J-9R

S.P. 105 LIQUIDATED DAMAGES FOR DELAY(S) AND INCENTIVE PLAN(S) J-9R

S.P. 106 COOPERATION WITH UTILITIES AND OTHERS J-10

S.P. 107 INSURANCE J-16

S.P. 108 INDEMNIFICATION J-18R

S.P. 109 WORKING HOURS AND PROSECUTION OF THE WORK J-18R

S.P. 110 LIST OF INCIDENTALS TO THE PAY ITEMS J-18R

S.P. 111 EROSION AND SEDIMENT CONTROL J-19

S.P. 112 QUALIFIED PRODUCTS J-40

S.P. 113 RESERVED J-40

S.P. 114 DELIVERY OF SALVAGEABLE MATERIAL TO THE ILLINOIS TOLLWAY J-40

S.P. 115 ILLINOIS TOLLWAY OPERATIONAL FACILITIES J-40

S.P. 116 APPROVING A PART or PORTION OF THE WORK FOR BENEFICIAL USE J-44

S.P. 117 RESERVED J-45R

S.P. 118 RIGHT-OF-WAY J-45R

S.P. 119 AVAILABLE GEOTECHNICAL INFORMATION J-45R

S.P. 120 AVAILABLE REPORTS J-45R

S.P. 121 ELECTRONIC DATA FILES AVAILABLE J-46R

S.P. 122 COMMITMENTS J-48R

S.P. 123 CONTRACT BOND J-48R

S.P. 124 SUBLETTING OF ASSIGNMENT OF CONTRACT J-48R

S.P. 125 RESERVED J-49R

S.P. 126 QUALIFICATIONS AND CERTIFICATIONS J-49R

S.P. 127 ELECTRONIC DATA FILES J-49R

ASPHALT MIXTURES (Illinois Tollway) J-50

Contract I-24-4983 iiRR June 13, 2025

FABRICATING AND FINISHING STRUCTURAL STEEL (Illinois Tollway GBSP) J-61

PORTLAND CEMENT CONCRETE (Illinois Tollway) J-65

PERFORMANCE-RELATED SPECIAL PROVISION FOR RAPID SETTING LATEX MODIFIED

CONCRETE (Illinois Tollway) J-79A

PRODUCTION OF RECYCLED AGGREGATE (Illinois Tollway) J-80

RECLAIMED ASPHALT MATERIALS (RAM) (Illinois Tollway) J-84

SURFACE SMOOTHNESS TESTING (Illinois Tollway) J-92A

TREE AND STUMP REMOVAL (Illinois Tollway) J-93

EMBANKMENT (Illinois Tollway) J-94A

EARTH AND ROCK EXCAVATION (Illinois Tollway) J-95

CONCRETE STRUCTURES (Illinois Tollway GBSP) J-96A

REINFORCEMENT BARS (Illinois Tollway) J-97

DISPOSAL OF REGULATED SUBSTANCES AND UNCONTAMINATED SOIL (Illinois Tollway) J-101

TEMPORARY PAVEMENT MARKINGS (Illinois Tollway) J-110

BOLLARDS, QUICK RELEASE J-112

CONNECTION TO EXISTING SEWER J-112A

CONCRETE COLLAR J-112B

CONNECTION TO EXISTING DRAINAGE STRUCTURE J-113

SELECTIVE CLEARING J-114

CONCRETE MEDIAN SURFACE REMOVAL J-115

ISLAND REMOVAL (Illinois Tollway) J-116

LEAD-BASED PAINT ABATEMENT J-118

STORM SEWERS TO BE CLEANED J-123

PROPOSED MANHOLE/CATCH BASIN CONNECTION OVER EXISTING STORM SEWER J-124

DETECTOR LOOP REPLACEMENT AND/OR INSTALLATION (ROADWAY GRINDING,

RESURFACING, & PATCHING OPERATIONS) J-125

FIBER OPTIC CABLE, SINGLE MODE (Illinois Tollway) J-128

REMOVE FIBER OPTIC CABLE FROM CONDUIT J-148R

DRAINAGE STRUCTURES TO BE CLEANED J-149

TEMPORARY TRAFFIC SIGNAL TIMING J-150

CONCRETE RETAINING WALL REMOVAL J-151R

UNDERDRAIN CONNECTION TO STRUCTURE J-152

TOPSOIL AND COMPOST (Illinois Tollway) J-153

SUBGRADE FILTER FABRIC (Illinois Tollway) J-156

ASPHALT PAVEMENT CONSTRUCTION (Illinois Tollway) J-158

PORTLAND CEMENT CONCRETE PAVEMENT (Illinois Tollway) J-183

SHOULDER RUMBLE STRIP REMOVAL (Illinois Tollway) J-191

RAPID SETTING LATEX MODIFIED CONCRETE PAVEMENT PATCHING (Illinois Tollway) J-192

AGGREGATE SHOULDERS (Illinois Tollway) J-195

PORTLAND CEMENT CONCRETE SHOULDERS (JOINTED) (Illinois Tollway) J-198

TEMPORARY PAVEMENTS (Illinois Tollway) J-204

DRAINAGE STRUCTURES FOR STORM SEWER SYSTEMS (Illinois Tollway) J-209

Contract I-24-4983 iiiRR June 13, 2025

GUTTER, TYPE G (Illinois Tollway) J-211

TRAFFIC BARRIER TERMINAL, TYPE T1 (SPECIAL) TANGENT(Illinois Tollway) J-212A

TRAFFIC BARRIER TERMINAL, TYPE T1-A (SPECIAL) (Illinois Tollway) J-213

CONCRETE BARRIER (Illinois Tollway) J-216

CONCRETE BARRIER REMOVAL, SINGLE FACE REINFORCED J-218

ASPHALT SHOULDER RUMBLE STRIP J-219

HEADWALLS AND SLOPED HEADWALLS (Illinois…