RR-24-4985 Addendum No.1.pdf

Illinois State Toll Highway Authority Contract No. RR-24-4985 Addendum 1 Page 1 of 5 3/18/2025

ADDENDUM NO. 1

TO

CONTRACT REQUIREMENTS

FOR CONTRACT RR-24-4985

ILLINOIS STATE TOLL HIGHWAY AUTHORITY

Date: 3/18/2025

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, March 27, 2025

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 pages P-5R through P-10R which have 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: iR, iiR, iiiR J-3R, J-15R, J-16R, J-48R, J-49R, J-59R, and J-122R.

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

Volume 1– Drawings 1, 2, 3, 19, 21, 22, 54, and 55.

4. The following revised Contract Drawings will be issued to successful bidder.

Volume 1- Drawings 6, 8, 9, 10, 11, 12, 13, and 15

5. The following new Contract Drawing is included in this Addendum:

Volume 1 – Drawing 21A

6. The minutes and the sign-in sheet from the Optional Pre-Bid Meeting held on February 27, 2025 are included in this Addendum

7. Responses to any Request for Information received from the plan holders are included in this Addendum.

Addendum 1 Page 2 of 5 3/18/2025

CHANGES TO THE CONTRACT REQUIREMENTS

CHANGES TO THE ADVERTISEMENT FOR SEALED BID

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

* 20200100 EARTH EXCAVATION CU YD 2,575 (2170) 405

* 20400800 FURNISHED EXCAVATION CU YD 2,133 (2133) 0

35101800 AGGREGATE BASE COURSE, TYPE B 6" SQ YD 454 (106) 348

40603085 HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 TON 92 (24) 68

40604062

HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX

"D", N70

TON 40 (6) 34

44000100 PAVEMENT REMOVAL SQ YD 560 (212) 348

44000500 COMBINATION CURB AND GUTTER REMOVAL FOOT 172 (96) 76

60603800

COMBINATION CONCRETE CURB AND GUTTER,

TYPE B-6.12

FOOT 172 (96) 76

63300575

REMOVE AND RE-ERECT RAIL ELEMENT OF

EXISTING GUARDRAIL

FOOT 71 (22) 49

78000200 THERMOPLASTIC PAVEMENT MARKING - LINE 4" FOOT 252 (90) 162

* JI204020 FURNISHED EXCAVATION CU YD 0 12 12

* JI211110 TOPSOIL EXCAVATION AND PLACEMENT CU YD 352 26 378

* JI211126 TOPSOIL FURNISH AND PLACE, 6" SQ YD 1,267 (1267) 0

* JI251010

EROSION CONTROL BLANKET, BIODEGRADABLE

NETTING

SQ YD 2,188 (1113) 1,075

* JI442869

ACCELERATED PORTLAND CEMENT CONCRETE

PATCHING, CLASS B, TYPE IV, 11.25 INCHES

SQ YD 488 (123) 365

* JI442988

RAPID SETTING LATEX MODIFIED CONCRETE

PAVEMENT PATCHING, CLASS B, TYPE IV, 11.25

INCHES

SQ YD 268 123 391

** JS280050 SILT FENCE FOOT 1,453 (565) 888

** JS280051 RE-ERECT SILT FENCE FOOT 363 (140) 223

** JS670B00 FIELD OFFICE, TYPE B CAL MO 0 6.5 6.5

* JT202009 NON-SPECIAL WASTE DISPOSAL TYPE 1 CU YD 2541 (2218) 323

* Denotes Special Provision ** Denotes Tollway Supplement Specification

Addendum 1 Page 3 of 5 3/18/2025

Change #1 Contract Requirements, Volume I, page P-5 replaced with page P-5R. This replacement contains the following revisions (attached):

1.1. Revised quantity for Earth Excavation 20200100

1.2. Deleted Furnished Excavation 20400800

1.3. Revised quantity for Aggregate Base Course, Type B 6” 35101800

1.4. Revised quantity for Hot-Mix Asphalt Binder Course, IL-19.0 N70 40603085

1.5. Revised quantity for Hot-Mix Asphalt Surface Course, IL-9.5, Mix “D”, N70 40604062

1.6. Revised quantity for Pavement Removal 44000100

1.7. Revised quantity for Combination Curb and Gutter Removal 44000500

1.8. Changed SP Provision indication from IDOT GBSP to * for Furnishing and Erecting Structural Steel

Change #2 Contract Requirements, Volume I, page P-6 replaced with page P-6R. This replacement contains the following revisions (attached):

2.1. Revised quantity for Combination Concrete Curb and Gutter, Type B-6.12 60603800

2.2. Revised quantity for Remove and Re-erect Rail Element of Existing Guardrail 63300575

Change #3 Contract Requirements, Volume I, page P-7 replaced with page P-7R. This replacement contains the following revisions (attached):

3.1. Revised quantity for Thermoplastic Pavement Marking – Line 4” 78000200

3.2. Added Furnished Excavation JI204020

3.3. Revised quantity for Topsoil Excavation and Placement JI211110

3.4. Deleted Topsoil Furnish and Place, 6” JI211126

3.5. Revised quantity for Erosion Control Blanket, Biodegradable Netting JI251010

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

4.1. Revised quantity for Accelerated Portland Cement Concrete Patching, Class B, TYPE IV, 11.25 inches

JI442869

4.2. Revised quantity for Rapid Setting Latex Modified Concrete Pavement Patching, Class B, TYPE IV, 11.25 inches JI442988

Change #5 Contract Requirements, Volume I, page P-9 replaced with page P-9R. This replacement contains the following revisions (attached):

5.1. Revised quantity for Silt Fence JS280050

5.2. Revised quantity for Re-erect Silt Fence JS280051

5.3. Added Field Office, Type B JS670B00

Change #6 Contract Requirements, Volume I, page P-10 replaced with page P-10R. This replacement contains the following revisions (attached):

6.1. Revised quantity for Non-Special Waste Disposal Type 1 JT202009

Addendum 1 Page 4 of 5 3/18/2025

CHANGES TO THE CONTRACT SPECIAL PROVISIONS

Change #7 Contract Requirements, Volume I, replace pages I, ii and iii with pages iR, iiR, and iiiR. This replacement contains the following revision (attached):

7.1. Revised Table of Contents

Change #8 Contract Requirements, Volume I, replace page J-3 with page J-3R. This replacement contains the following revision (attached):

8.1. Revised Section S.P. 102 CONTRACT RR-24-4985 INDEX OF DRAWINGS

Change #9 Contract Requirements, Volume I, replace pages J-15 and J-16 with pages J-15R and J-16R.

This replacement contains the following revision (attached):

9.1. Deleted “2. Replace 107.27 (f)(5) of the Illinois Tollway Supplemental Specifications with the following: Installation Floater Insurance: The policy limit shall be provided equal to the contract amount and shall be adjusted as needed to include all change orders and extra work orders.” from Section S.P. 107 INSURANCE

Change #10 Contract Requirements, Volume I, replace pages J-48 and J-49 with pages J-48R and J-49R.

This replacement contains the following revision (attached):

10.1. Revised a file name “ACM Limited Sampling Event Summary Report” to “LT_A3E_PM_4524_DRAFT- Plaza2Asbestos” from Section S.P. 120 OTHER AVAILABLE REPORTS OR AS-BUILT PLANS

10.2. Added LT_SNW_JZB_4524_FINAL-Plaza2Geotech, Illinois State Toll Highway Authority, I-90 West Plaza, Mile Post 12.6 (East Riverside Boulevard)

10.3. Added RP_GSG_AJ_Tollway_RR-23-4893 Phase II ESA_02242025, Illinois State Toll Highway Authority, I-90 WB Belvidere Oasis employee parking lot and I-90 EB Belvidere Oasis Ramp, Mile Post 24.25 (Belvidere, Boone County)

Change #11 Contract Requirements, Volume I, replace page J-59 with page J-59R. This replacement contains the following revision (attached):

11.1. Removed the table for the pay item

Change #12 Contract Requirements, Volume I, replace page J-122 with page J-122R. This replacement contains the following revision (attached):

12.1. Removed Topsoil Furnish and Place, 6” JI211126 from the table.

CHANGES TO THE CONTRACT DRAWINGS

Change #13 Contract Plans, Volume 1, Cover Page.

13.1. Index of drawing has been revised.

Change #14 Contract Plans, Volume 1, Drawing 2. Seals and Signatures.

14.1. A new page under GSG seal is added.

Change #15 Contract Plans, Volume 1, Drawing 3. Index of Sheets and Standards Used.

15.1. Index of drawing has been revised.

Change #16 Contract Plans, Volume 1, Drawings 6, 8, 9, 10, 11, 12, 13, and 15. Summary of Quantities (issued to successful Bidder).

16.1. These drawings have been revised in their entirety.

Change #17 Contract Plans, Volume 1, Drawing 19. Schedules of Quantities. This drawing contains the following revision:

17.1. Quantities of JI442869 and JI442988 have been revised.

Addendum 1 Page 5 of 5 3/18/2025

Change #18 Contract Plans, Volume 1, Drawing 21. Earthwork Tables.

18.1. This drawing has been revised in its entirety.

Change #19 Contract Plans, Volume 1, Drawing 21A. Environmental Soil Classification Plan.

19.1. This drawing has been added.

Change #20 Contract Plans, Volume 1, Drawing 22. Typical Sections. This drawing contains the following revision:

20.1. An asphalt pavement section for employee parking lot is added.

Change #21 Contract Plans, Volume 1, Drawing 54. Removal Plan I-90 EB Belvidere Oasis Parking Lot.

21.1. “call out” has been revised in their entirety.

Change #22 Contract Plans, Volume 1, Drawing 55. Roadway Plan I-90 EB Belvidere Oasis Parking Lot.

22.1. “call out” has been revised in their entirety.

22.2. Limit of pavement removal has been modified.

END OF ADDENDUM CHANGES

S.P.

PAY ITEM

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

* 20200100 EARTH EXCAVATION CU YD 405

20800150 TRENCH BACKFILL CU YD 267

25000400 NITROGEN FERTILIZER NUTRIENT POUND 35

25000600 POTASSIUM FERTILIZER NUTRIENT POUND 104

25100630 EROSION CONTROL BLANKET SQ YD 482

28100105 STONE RIPRAP, CLASS A3 SQ YD 15

28100109 STONE RIPRAP, CLASS A5 SQ YD 139

28200200 FILTER FABRIC SQ YD 236

35101800 AGGREGATE BASE COURSE, TYPE B 6" SQ YD 348

40603085 HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 TON 68

40604062 HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 TON 34

42000080 PAVEMENT CONNECTOR (PCC) FOR BRIDGE APPROACH SLAB SQ YD 180

44000100 PAVEMENT REMOVAL SQ YD 348

* 44000156 HOT-MIX ASPHALT SURFACE REMOVAL, 1 3/4" SQ YD 2677

44000500 COMBINATION CURB AND GUTTER REMOVAL FOOT 76

* 44200050 WELDED WIRE REINFORCEMENT SQ YD 601

44200976 CLASS B PATCHES, TYPE IV, 10 INCH SQ YD 46

* 44213200 SAW CUTS FOOT 7035

* 44213204 TIE BARS, 3/4" EACH 301

50100100 REMOVAL OF EXISTING STRUCTURES EACH 4

50102400 CONCRETE REMOVAL CU YD 54.7

* 50300255 CONCRETE SUPERSTRUCTURE CU YD 7.2

50300260 BRIDGE DECK GROOVING SQ YD 185

50300300 PROTECTIVE COAT SQ YD 208

* 50500405 FURNISHING AND ERECTING STRUCTURAL STEEL POUND 30

50800205 REINFORCEMENT BARS, EPOXY COATED POUND 10630

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-24-4985

MILE POST 12.5 TO MILE POST 30

SCHEDULE OF PRICES

PAVEMENT AND STRUCTURAL REHABILITATION AND PLAZA IMPROVEMENT

JANE ADDAMS MEMORIAL TOLLWAY (I-90)

FROM EAST RIVERSIDE BOULEVARD TO GARDEN PRAIRIE ROAD

Contract RR-24-4985

Addendum 1 P - 5R March 18, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-24-4985

MILE POST 12.5 TO MILE POST 30

SCHEDULE OF PRICES

PAVEMENT AND STRUCTURAL REHABILITATION AND PLAZA IMPROVEMENT

JANE ADDAMS MEMORIAL TOLLWAY (I-90)

FROM EAST RIVERSIDE BOULEVARD TO GARDEN PRAIRIE ROAD

50800515 BAR SPLICERS EACH 72

52000110 PREFORMED JOINT STRIP SEAL FOOT 188

52100540 ANCHOR BOLTS, 1 ½" EACH 1

54213663 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 18" EACH 1

550A2340 STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 1 18" FOOT 115

55100300 STORM SEWER REMOVAL, 8" FOOT 21

55100700 STORM SEWER REMOVAL, 15" FOOT 27

55100900 STORM SEWER REMOVAL, 18" FOOT 89

59300100 CONTROLLED LOW-STRENGTH MATERIAL CU YD 3

60203805 CATCH BASINS, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, OPEN LID EACH 2

60221100 MANHOLES, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 2

60255410 CATCH BASINS TO BE CLEANED EACH 1

60300305 FRAMES AND LIDS TO BE ADJUSTED EACH 1

60603800 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 FOOT 76

* 61140000 STORM SEWERS (SPECIAL), 8" FOOT 22

63300575 REMOVE AND RE-ERECT RAIL ELEMENT OF EXISTING GUARDRAIL FOOT 49

66400305 CHAIN LINK FENCE, 6' FOOT 15

* 66900530 SOIL DISPOSAL ANALYSIS EACH 19

* 70301100 TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - EPOXY SQ FT 193

* 70307100 TEMPORARY PAVEMENT MARKING LETTERS AND SYMBOLS - TYPE IV TAPE SQ FT 483

* 70307120 TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE FOOT 34400

* 70307130 TEMPORARY PAVEMENT MARKING - LINE 6" - TYPE IV TAPE FOOT 1150

* 70307140 TEMPORARY PAVEMENT MARKING - LINE 8" - TYPE IV TAPE FOOT 580

70600280 IMPACT ATTENUATORS, TEMPORARY (SEVERE USE, NARROW), TEST LEVEL 3 EACH 6

70600360 IMPACT ATTENUATORS, RELOCATE (SEVERE USE), TEST LEVEL 3 EACH 4

72400100 REMOVE SIGN PANEL ASSEMBLY - TYPE A EACH 2

72400310 REMOVE SIGN PANEL - TYPE 1 SQ FT 12

Addendum 1 P - 6R March 18, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-24-4985

MILE POST 12.5 TO MILE POST 30

SCHEDULE OF PRICES

PAVEMENT AND STRUCTURAL REHABILITATION AND PLAZA IMPROVEMENT

JANE ADDAMS MEMORIAL TOLLWAY (I-90)

FROM EAST RIVERSIDE BOULEVARD TO GARDEN PRAIRIE ROAD

72400320 REMOVE SIGN PANEL - TYPE 2 SQ FT 40

72400720 RELOCATE SIGN PANEL - TYPE 2 SQ FT 18

73000100 WOOD SIGN SUPPORT FOOT 18

78000200 THERMOPLASTIC PAVEMENT MARKING - LINE 4" FOOT 162

78005100 EPOXY PAVEMENT MARKING - LETTERS AND SYMBOLS SQ FT 266

78005110 EPOXY PAVEMENT MARKING - LINE 4" FOOT 5115

78005130 EPOXY PAVEMENT MARKING - LINE 6" FOOT 443

78005150 EPOXY PAVEMENT MARKING - LINE 12" FOOT 246

81028240 UNDERGROUND CONDUIT, GALVANIZED STEEL, 4" DIA. FOOT 55

GBSP X0322194 POLYMER MODIFIED PORTLAND CEMENT MORTAR SQ FT 7

* X0323491 SLOPE WALL CRACK SEALING FOOT 378

* X0325747 BRIDGE DECK CONCRETE CRACK SEALER FOOT 814

* X2130010 EXPLORATION TRENCH (SPECIAL) FOOT 200

* X5021512 COFFERDAM (TYPE 1) (IN-STREAM/WETLAND WORK) EACH 3

* X5060700 CLEANING AND PAINTING BEARINGS EACH 22

* X5210005 TIGHTEN SUPPORT ANCHOR BOLT EACH 5

D1 X5538000 STORM SEWERS TO BE CLEANED 18" FOOT 200

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

* Z0022800 FENCE REMOVAL FOOT 15

* Z0043900 PREFORMED JOINT FILLER FOOT 271

* Z0065700 SLOPE WALL REPAIR SQ YD 2

* Z0065730 SLOPE WALL SLURRY PUMPING CU YD 6.0

* JI204020 FURNISHED EXCAVATION CU YD 12

* JI211110 TOPSOIL EXCAVATION AND PLACEMENT CU YD 378

* JI251010 EROSION CONTROL BLANKET, BIODEGRADABLE NETTING SQ YD 1075

* JI406108 ASPHALT TACK COAT (NON-TRACKING) POUND 86552

* JI406510 WARM-MIX ASPHALT SURFACE COURSE, MIX "D", N70 TON 285

Addendum 1 P - 7R March 18, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-24-4985

MILE POST 12.5 TO MILE POST 30

SCHEDULE OF PRICES

PAVEMENT AND STRUCTURAL REHABILITATION AND PLAZA IMPROVEMENT

JANE ADDAMS MEMORIAL TOLLWAY (I-90)

FROM EAST RIVERSIDE BOULEVARD TO GARDEN PRAIRIE ROAD

* JI442867 ACCELERATED PORTLAND CEMENT CONCRETE PATCHING, CLASS B, TYPE II, 11.25 INCHES SQ YD 422

* JI442868 ACCELERATED PORTLAND CEMENT CONCRETE PATCHING, CLASS B, TYPE III, 11.25 INCHES SQ YD 114

* JI442869 ACCELERATED PORTLAND CEMENT CONCRETE PATCHING, CLASS B, TYPE IV, 11.25 INCHES SQ YD 365

* JI442905 DOWEL BARS, 1 1/2" EACH 2389

* JI442986 RAPID SETTING LATEX MODIFIED CONCRETE PAVEMENT PATCHING, CLASS B, TYPE II, 11.25 INCHES SQ YD 200

* JI442987 RAPID SETTING LATEX MODIFIED CONCRETE PAVEMENT PATCHING, CLASS B, TYPE III, 11.25 INCHES SQ YD 102

* JI442988 RAPID SETTING LATEX MODIFIED CONCRETE PAVEMENT PATCHING, CLASS B, TYPE IV, 11.25 INCHES SQ YD 391

* JI481130 AGGREGATE SHOULDERS WITH FILTER FABRIC, TYPE B 4" SQ YD 440

* JI482112 WARM-MIX ASPHALT SHOULDERS (9 IN.) SQ YD 1038

* JI503002 APPROACH SLAB REPAIR (PARTIAL) SQ YD 1

* JI505040 REPAIR BRIDGE DRAINAGE SYSTEM EACH 2

* JI506010 CLEANING AND SEALING JOINTS FOOT 264

* JI506011 CLEANING JOINTS FOOT 336

* JI520010 BRIDGE EXPANSION JOINT SYSTEM FOOT 117

* JI642010 ASPHALT SHOULDER RUMBLE STRIP FOOT 6810

* JI664402 FENCE TO BE REMOVED AND RE-ERECTED FOOT 43

* JI664616 TEMPORARY CHAIN LINK FENCE 8', TYPE 1 FOOT 35

* JI669016 REGULATED SUBSTANCES MONITORING AND FIELD SCREENING CAL DAY 11

* JI701001 DETOUR SIGNING, LOCATION 1 L SUM 1

* JI703996 TEMPORARY PAVEMENT MARKING TAPE REMOVAL SQ FT 12911

* JI704001 TEMPORARY CONCRETE BARRIER, CROSS-BOLT CONNECTION FOOT 2675

* JI704006 RELOCATE TEMPORARY CONCRETE BARRIER, CROSS-BOLT CONNECTION FOOT 1475

* JI781000 RAISED PAVEMENT LANE MARKER EACH 300

* JI781010 RAISED PAVEMENT LANE MARKER REFLECTOR EACH 300

** JS107360 DUST CONTROL WATERING UNIT 55

** JS120100 TRAILER MOUNTED FULL MATRIX PORTABLE CHANGEABLE MESSAGE SIGNS EACH 6

** JS120102 TRAILER MOUNTED FULL MATRIX PORTABLE CHANGEABLE MESSAGE SIGNS EACH/MONTH 3

Addendum 1 P - 8R March 18, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-24-4985

MILE POST 12.5 TO MILE POST 30

SCHEDULE OF PRICES

PAVEMENT AND STRUCTURAL REHABILITATION AND PLAZA IMPROVEMENT

JANE ADDAMS MEMORIAL TOLLWAY (I-90)

FROM EAST RIVERSIDE BOULEVARD TO GARDEN PRAIRIE ROAD

** JS120815 CLEAN EXISTING SCUPPER EACH 4

** JS121200 LOW PRESSURE EPOXY INJECTION FOOT 749

** JS250220 SEEDING, CLASS 2E ACRE 1.1

** JS280020 MANAGEMENT OF EROSION AND SEDIMENT CONTROL CAL MO 10

** JS280040 EROSION AND SEDIMENT CONTROL-CLEANOUT CU YD 0.1

** JS280050 SILT FENCE FOOT 888

** JS280051 RE-ERECT SILT FENCE FOOT 223

** JS280150 TEMPORARY STABILIZATION WITH STRAW MULCH ACRE 0.3

** JS280210 FILTER FABRIC INLET PROTECTION, BASKET TYPE EACH 3

** JS440030 PAVED SHOULDER REMOVAL, VARIABLE DEPTH SQ YD 1038

** JS451100 CRACK ROUTING (PAVEMENT) FOOT 257432

** JS451110 CRACK SEALING POUND 282533

** JS664305 RIGHT-OF-WAY FENCE, TYPE 1, 6' FOOT 318

** JS664310 CORNER POST, RIGHT-OF-WAY FENCE, TYPE 1 EACH 8

** JS664320 END POST, RIGHT-OF-WAY FENCE, TYPE 1 EACH 6

** JS664400 RIGHT-OF-WAY FENCE REMOVAL FOOT 319

** JS670B00 FIELD OFFICE, TYPE B CAL MO 6.5

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

* JS701010 MAINTENANCE OF TRAFFIC L SUM 1

** JS720100 SIGN INSTALLATION, TYPE 1 SQ FT 42

** JS720110 SIGN INSTALLATION, TYPE 2 SQ FT 28

** JS720120 SIGN INSTALLATION, TYPE 3 SQ FT 60

** JS733610 OVERHEAD SIGN STRUCTURE, AET RAMP ENTRANCE MONOTUBE TYPE (STEEL) FOOT 44

** JS734F10 FOUNDATION FOR OVERHEAD SIGN STRUCTURE, RAMP MONOTUBE TYPE CU YD 22.0

** JS780JE1 GROOVING FOR RECESSED PAVEMENT MARKING LINES, 11" GROOVE FOOT 1920

** JS782022 BARRIER WALL REFLECTORS, TYPE C EACH 664

** JS817211 ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 1/C NO. 10 FOOT 1275

** JS821100 LUMINAIRE, LED, HORIZONTAL MOUNT EACH 2

Addendum 1 P - 9R March 18, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-24-4985

MILE POST 12.5 TO MILE POST 30

SCHEDULE OF PRICES

PAVEMENT AND STRUCTURAL REHABILITATION AND PLAZA IMPROVEMENT

JANE ADDAMS MEMORIAL TOLLWAY (I-90)

FROM EAST RIVERSIDE BOULEVARD TO GARDEN PRAIRIE ROAD

** JS830003 GROUND MOUNTED LIGHT POLE, ALUMINUM, 50 FT., 15 FT. MAST ARM EACH 2

** JS836002 LIGHT POLE FOUNDATION (ROADWAY) STEEL HELIX (10 FT) EACH 1

** JS836003 LIGHT POLE FOUNDATION (ROADWAY) CONCRETE EACH 2

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

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

* JT131527 PLAZA ELECTRICAL WORK, LOCATION 1 L SUM 1

* JT132740 VES CAMERA WASH SYSTEM, SINGLE CABINET, NITROGEN GENERATOR L SUM 1

* JT132810 ITS POLE MOUNTED ENCLOSURE (CCTV OR MVDS) EACH 1

* JT132820 CCTV CAMERA, ITS ASSEMBLY EACH 1

* JT134037 ITS ELEMENT SITE GROUNDING - POLE MOUNTED ASSEMBLY EACH 1

* JT135098 REMOVE CCTV CAMERA, STRUCTURE MOUNTED EACH 1

* JT202009 NON-SPECIAL WASTE DISPOSAL TYPE 1 CU YD 323

* JT211A08 SUBGRADE AGGREGATE 9 IN. CU YD 260

* JT415020 AGGREGATE FOR SUBBASE RESTORATION TON 750

* JT503040 STRUCTURAL REPAIR OF CONCRETE (DEPTH EQUAL TO OR LESS THAN 5 IN) SQ FT 199

* JT503041 STRUCTURAL REPAIR OF CONCRETE (DEPTH GREATER THAN 5 IN.) SQ FT 45

* JT503100 FIBER WRAP REPAIR SQ FT 134

* JT503431 FAST APPROACH SLAB REPAIR (PARTIAL) SQ YD 1

* JT503450 FAST APPROACH SLAB REPAIR (FULL DEPTH, TYPE II) SQ YD 60

* JT504118 ULTRA HIGH PERFORMANCE CONCRETE JOINT HEADER CU FT 124.6

* JT520020 PARAPET JOINTS SEAL EACH 4

* JT524010 APPLY CONCRETE SEALANT SQ FT 11866

* JT524015 BRIDGE DECK CONCRETE SEALER SQ FT 212527

* JT525225 BONDED PREFORMED JOINT SEAL REPLACEMENT, 2 IN. FOOT 195

* JT525230 BONDED PREFORMED JOINT SEAL REPLACEMENT, 3 IN. FOOT 164

* JT525235 BONDED PREFORMED JOINT SEAL REPLACEMENT, 4 IN. FOOT 123

* JT669030 EARTHWORK CONSTRUCTION PLAN L SUM 1

Addendum 1 P - 10R March 18, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-24-4985

MILE POST 12.5 TO MILE POST 30

SCHEDULE OF PRICES

PAVEMENT AND STRUCTURAL REHABILITATION AND PLAZA IMPROVEMENT

JANE ADDAMS MEMORIAL TOLLWAY (I-90)

FROM EAST RIVERSIDE BOULEVARD TO GARDEN PRAIRIE ROAD

* JT669040 EARTHWORK FINAL CONSTRUCTION REPORT L SUM 1

* JT701101 MAINTENANCE OF TRAFFIC, LOCATION 1 L SUM 1

* JT780300 MULTI-POLYMER PAVEMENT MARKING - LINE 4" FOOT 700

* JT780310 MULTI-POLYMER PAVEMENT MARKING - LINE 6" FOOT 15624

* JT780320 MULTI-POLYMER PAVEMENT MARKING - LINE 10" FOOT 4290

* JT780325 MULTI-POLYMER PAVEMENT MARKING - LINE 12" FOOT 330

* JT783005 WATERBLAST PAVEMENT MARKING REMOVAL WITH VACUUM RECOVERY SQ FT 15604

* JT810876 UNDERGROUND CONDUIT, COILABLE NONMETALLIC CONDUIT, SDR 11, 2" DIA. FOOT 400

* JT830048 GROUND MOUNTED LIGHT POLE, GALVANIZED STEEL, 22.5 FT., WITHOUT MAST ARM EACH 1

* JT836060 ITS POLE FOUNDATION (SPECIAL) EACH 2

* JT836065 POLE (SPECIAL) EACH 2

* JT900305 MICROSURFACING, SINGLE PASS, TYPE II SQ YD 387835

* JT901018 WEED CONTROL (SPECIAL) ACRE 1.5

TOTAL AMOUNT OF CORE WORK

Addendum 1 P - 11 March 18, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-24-4985

MILE POST 12.5 TO MILE POST 30

SCHEDULE OF PRICES

PAVEMENT AND STRUCTURAL REHABILITATION AND PLAZA IMPROVEMENT

JANE ADDAMS MEMORIAL TOLLWAY (I-90)

FROM EAST RIVERSIDE BOULEVARD TO GARDEN PRAIRIE ROAD

* JT155001 CONTRACTOR'S QUALITY PROGRAM L SUM 1 $ 148,000.00 $148,000.00

* JT151500 CONTRACT ADJUSTMENT ALLOWANCE FOR TEMPERATURE CONTROL OF CONCRETE UNIT 5,000 $ 1.00 $5,000.00

* JT154002 DISPOSAL OF UNIDENTIFIED HAZARDOUS WASTE UNIT 20,000 $ 1.00 $20,000.00

* JT154008 UNFORESEEN ADDITIONAL MAINTENANCE OF TRAFFIC UNIT 430,000 $ 1.00 $430,000.00

* JT154012 ALLOWANCE FOR ADDITIONAL MILLING AND OVERLAY UNIT 575,000 $ 1.00 $575,000.00

* JT154016 ALLOWANCE FOR UNFORESEEN EROSION CONTROL MEASURES UNIT 40,000 $ 1.00 $40,000.00

* JT154039 CONTRACT ALLOWANCE FOR UNFORESEEN TOLL PLAZA WORK UNIT 25,000 $ 1.00 $25,000.00

* JT154067 CONTRACT ALLOWANCE FOR CONSTRUCTIONWORKS APPRENTICES UNIT 100,000 $ 1.00 $100,000.00

* JT154091 CONTRACT ALLOWANCE FOR UNFORESEEN ADDITIONAL PAVEMENT MARKING UNIT 300,000 $ 1.00 $300,000.00

* JT154095 CONTRACT ALLOWANCE FOR MAINTAIN LIGHTING SYSTEMS UNIT 15,000 $ 1.00 $15,000.00

* JT154116 ALLOWANCE FOR UTILITY LINE PROTECTION UNIT 100,000 $ 1.00 $100,000.00

* JT154118 ALLOWANCE FOR UNFORESEEN CONDITIONS UNIT 350,000 $ 1.00 $350,000.00

* JT154132 ALLOWANCE FOR CONCRETE REPAIRS UNIT 200,000 $ 1.00 $200,000.00

** 999NEG04 NON-COMPLIANCE WITH TOLLWAY MAINTENANCE OF TRAFFIC PER TOLLWAY SUPPL. SPEC. 701.08(a) INC/DAY (2,500.00)$

** 999NEG05 FAILURE TO RESPOND TO RE-ESTABLISH DEVICES PER TOLLWAY SUPPL. SPEC. 701.08(b) OCCUR (2,500.00)$

** 999NEG06 FAILURE TO REPAIR IMPACT ATTENUATORS, TEMPORARY PER TOLLWAY SUPPL. SPEC. 701.08(c) OCCUR (2,500.00)$

** 999NEG07 LOSS OR DAMAGE TO TOLLWAY OWNED DEVICES PER TOLLWAY SUPPL. SPEC. 701.08(d) SQ FT (100.00)$

** 999NEG08 FAILURE TO OPEN TRAFFIC LANES TO TRAFFIC PER TOLLWAY SUPPL. SPEC. 701.08(e)(a) 15 MINUTES (3,000.00)$

** 999NEG09 FAILURE TO OPEN TRAFFIC LANES TO TRAFFIC PER TOLLWAY SUPPL. SPEC. 701.08(e)(b) 15 MINUTES (5,000.00)$

* 999NEG21

DAMAGES TO ILLINOIS TOLLWAY'S OPERATIONAL FACILITIES PER S.P. 115.5 - JANE ADDAMS MEMORIAL

WEST

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 (1,000.00)$

** 999NEG34

NON-COMPLIANCE WITH RESPONSIBILITY FOR CONSTRUCTION HAULING EQUIPMENT PER TOLLWAY

SUPPL. SPEC. 105.15

DAY (1,000.00)$

** 999NEG35 FAILURE TO RESPOND TO REGULATORY AGENCY REQUESTS, PER TOLLWAY SUPPL. SPEC. 280.02 (2) (2) OCCUR (25,000.00)$

** 999NEG36

FAILURE TO COMPLY WITH OCCUPANCY DATE OR PROVIDE COMPLETE FACILITIES. FIELD OFFICE OR LAB PER TOLLWAY SUPPL. SPEC. 670.01 (b)

DAY (500.00)$

NEGATIVE

Addendum 1 P - 12 March 18, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-24-4985

MILE POST 12.5 TO MILE POST 30

SCHEDULE OF PRICES

PAVEMENT AND STRUCTURAL REHABILITATION AND PLAZA IMPROVEMENT

JANE ADDAMS MEMORIAL TOLLWAY (I-90)

FROM EAST RIVERSIDE BOULEVARD TO GARDEN PRAIRIE ROAD

* 999NEG44 LIQUIDATED DAMAGES FOR NON-COMPLETION PER S.P. 105.1.1 CAL DAY (6,000.00)$

* 999NEG45 LIQUIDATED DAMAGES FOR NON-COMPLETION PER S.P. 105.1.2 CAL DAY (6,000.00)$

* 999NEG46 LIQUIDATED DAMAGES FOR NON-COMPLETION PER S.P. 105.1.3 CAL DAY (4,500.00)$

* 999NEG49 DAMAGE TO FIBER OPTIC UTILITIES PER S.P. 115.3 OCCUR (10,000.00)$

* 999NEG53 NON-COMPLIANCE WITH CONTRACTOR QUALITY PROGRAM SPECIAL PROVISION OCCUR (1,000.00)$

* 999NEG54

DAMAGE TO TOLLWAY MULTI-MODE CABLE, DMS SIGNS, CAMERAS, TELECOMMUNICATION, CABLE, ELECTRICAL, WATER AND SEWER PER S.P. 115.4

OCCUR (1,000.00)$

* 999ADJ45 CONSTRUCTIONWORKS APPRENTICES WAGE RATE PAYMENT HOUR $ 15.00

* 999ADJ46 ARROW BOARD EACH $ 13.32

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

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

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

* 999ADJ50 TYPE III BARRICADE EACH $ 2.35

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

* 999ADJ52 PLASTIC DRUM EACH $ 1.25

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

* 999ADJ54 FLASHER LIGHT EACH $ 0.20

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

* 999ADJ56 STEADY BURN LIGHT EACH $ 0.30

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

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

* 999ADJ59 HI-INTENSITY LIGHT, SIGN MOUNTED (WINTER RATE) EACH $ 2.55

* 999ADJ60 CMS, SOLAR POWERED EACH $ 45.70

* 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

ADJUSTMENTS

POSITIVE

Addendum 1 P - 13 March 18, 2025

NO.

DESIGNATION UNIT QUANTITY

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT RR-24-4985

MILE POST 12.5 TO MILE POST 30

SCHEDULE OF PRICES

PAVEMENT AND STRUCTURAL REHABILITATION AND PLAZA IMPROVEMENT

JANE ADDAMS MEMORIAL TOLLWAY (I-90)

FROM EAST RIVERSIDE BOULEVARD TO GARDEN PRAIRIE ROAD

* 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

* 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) $2,308,000.00

BID CREDIT

AWARD CRITERIA

S.P. COLUMN LEGEND

INDICATES SPECIAL PROVISION (PROJECT SPECIFIC OR TOLLWAY STANDARD) *

INDICATES TOLLWAY SUPPLEMENTAL SPECIFICATIONS **

INDICATES IDOT SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS ***

INDICATES IDOT BDE SPECIAL PROVISION BDE

INDICATES IDOT GBSP SPECIAL PROVISION GBSP

INDICATES DISTRICT 1 SPECIAL PROVISION D1

TOTAL AMOUNT OF CORE WORK + TOTAL AMOUNT OF CONTINGENCY WORK + CONTRACTOR'S QUALITY PROGRAM = TOTAL AMOUNT OF BASE

BID

Note 1: The Contractor should leave the unit price value blank. The unit price will be entered by the Tollway after receipt of bids.

Addendum 1 P - 14 March 18, 2025

Contract RR-24-4985 iR March 18, 2025

ILLINOIS STATE TOLL HIGHWAY AUTHORITY (Illinois Tollway)

SPECIAL PROVISIONS

CONTRACT NUMBER RR-24-4985

JANE ADDAMS MEMORIAL TOLLWAY (I-90)

PAVEMENT AND STRUCTURAL REHABILITATION AND PLAZA IMPROVEMENTS

FROM EAST RIVERSIDE BOULEVARD TO GARDEN PRAIRIE ROAD

MILE POST 12.5 TO MILE POST 30.0

TABLE OF CONTENTS

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

S.P. 102 CONTRACT RR-24-4985 INDEX OF DRAWINGS .............................................. J-3R

S.P. 103 CONTRACT COMPLETION DATE, SUBSTANTIAL AND INTERIM COMPLETION

DATES .............................................................................................................................. J-7

S.P. 104 NOTICE TO PROCEED/COMMENCEMENT OF ON-SITE WORK ....................... J-7

S.P. 105 LIQUIDATED DAMAGES FOR DELAY(S) AND INCENTIVE PLAN(S) ................ J-7

S.P. 106 COOPERATION WITH UTILITIES AND OTHERS ................................................ J-8

S.P. 107 INSURANCE ..................................................................................................... J-15R

S.P. 108 INDEMNIFICATION ............................................................................................. J-17

S.P. 109 WORKING HOURS AND PROSECUTION OF THE WORK ............................... J-17

S.P. 110 LIST OF INCIDENTALS TO THE PAY ITEMS .................................................... J-17

S.P. 111 EROSION AND SEDIMENT CONTROL .............................................................. J-20

S.P. 113 RESERVED ......................................................................................................... J-43

S.P. 114 DELIVERY OF SALVAGEABLE MATERIAL TO THE ILLINOIS TOLLWAY ...... J-43

S.P. 115 ILLINOIS TOLLWAY OPERATIONAL FACILITIES ............................................ J-44

S.P. 116 APPROVING A PART OR PORTION OF THE WORK FOR BENEFICIAL USE . J-47

S.P. 117 RESERVED ....................................................................................................... J-48R

S.P. 118 RIGHT-OF-WAY ................................................................................................ J-48R

Contract RR-24-4985 iiR March 18, 2025

S.P. 119 AVAILABLE GEOTECHNICAL INFORMATION ............................................... J-48R

S.P. 120 OTHER AVAILABLE REPORTS OR AS-BUILT PLANS .................................. J-48R

S.P. 121 ELECTRONIC DATA FILES AVAILABLE ........................................................ J-49R

S.P. 122 COMMITMENTS ............................................................................................... J-49R

S.P. 123 CONTRACT BOND ........................................................................................... J-49R

S.P. 124 SUBLETTING OF ASSIGNMENT OF CONTRACT ........................................... J-49R

S.P. 125 ADDENDA......................................................................................................... J-49R

S.P. 126 QUALIFICATIONS AND CERTIFICATIONS ....................................................... J-50

WARRANTY (Illinois Tollway) ............................................................................................ J-51

EARTH AND ROCK EXCAVATION (Illinois Tollway) ......................................................... J-53

EMBANKMENT (Illinois Tollway) ........................................................................................ J-55

SOURCE REQUIREMENTS FOR FURNISHED EXCAVATION (Illinois Tollway) ............ J-59R

ASPHALT PAVEMENT SURFACE REMOVAL (Illinois Tollway) ....................................... J-60

ACCELERATED PORTLAND CEMENT CONCRETE PAVEMENT PATCHING .................. J-62

RAPID SETTING LATEX MODIFIED CONCRETE PAVEMENT PATCHING (Illinois Tollway) .

............................................................................................................................ J-67

CONCRETE STRUCTURES ................................................................................................. J-77

FABRICATING AND FINISHING STRUCTURAL STEEL (Illinois Tollway GBSP) ............. J-82

STORM SEWER (SPECIAL), 8”........................................................................................... J-86

DISPOSAL OF REGULATED SUBSTANCES AND UNCONTAMINATED SOIL (Illinois Tollway) ............................................................................................................................ J-87

TEMPORARY PAVEMENT MARKINGS (Illinois Tollway) .................................................. J-96

POLYMER MODIFIED PORTLAND CEMENT MORTAR (IDOT GBSP) .............................. J-99

Contract RR-24-4985 iiiR March 18, 2025

SLOPE WALL CRACK SEALING ...................................................................................... J-103

BRIDGE DECK CONCRETE CRACK SEALER ................................................................. J-104

EXPLORATION TRENCH, SPECIAL ................................................................................. J-105

COFFERDAM (TYPE 1) (IN-STREAM/WETLAND WORK) ................................................ J-106

CLEANING AND PAINTING BEARINGS ........................................................................... J-108

TIGHTEN SUPPORT ANCHOR BOLTS ............................................................................. J-109

CLEANING EXISTING DRAINAGE STRUCTURES (D1) ................................................... J-110

TRAFFIC CONTROL AND PROTECTION, (SPECIAL) ...................................................... J-111

WORK ZONE TRAFFIC CONTROL DEVICES (BDE) ........................................................ J-113

VEHICLE AND EQUIPMENT WARNING LIGHTS (BDE) ................................................... J-115

FENCE REMOVAL ............................................................................................................. J-116

PREFORMED JOINT FILLER ............................................................................................ J-117

SLOPE WALL REPAIR ...................................................................................................... J-118

SLOPE WALL SLURRY PUMPING ................................................................................... J-119

TOPSOIL AND COMPOST (Illinois Tollway) .................................................................. J-120R

EROSION CONTROL BLANKET, BIODEGRADABLE NETTING ..................................... J-123

ASPHALT PAVEMENT CONSTRUCTION (Illinois Tollway) ............................................ J-124

ASPHALT MIXTURES (Illinois Tollway) ........................................................................... J-147

RECLAIMED ASPHALT MATERIALS (RAM) (Illinois Tollway) ........................................ J-158

AGGREGATE SHOULDERS (Illinois Tollway) ................................................................. J-166

APPROACH SLAB REPAIR .............................................................................................. J-169

REPAIR BRIDGE DRAINAGE SYSTEM ............................................................................ J-175

Contract RR-24-4985 J-3R March 18, 2025

S.P. 102 CONTRACT RR-24-4985 INDEX OF DRAWINGS

DRAWING NO. SHEET NO.

DRAWING DESCRIPTION

COV-01

Cover Sheet

SS-01

Professional Seals and Signatures

IND-01

Index of Sheets and Standards Used

GEN-01

General Notes

SPS-01

Suggested Project Schedule 6 - 17 SOQ-01 to SOQ-12

Summary of Quantities

18 - 20 SCH-01 to SCH-03

Schedules of Quantities

SCH-04

Earthwork Tables

21A

ENV-01

TYP-01

Environmental Soil Classification Plan Typical Sections

23 - 52 MOT-01 to MOT-30

Maintenance of Traffic Plans 53 - 59 RDY-01 to RDY-07

Roadway Plans

60 - 66 ECP-01 to ECP-07

Erosion Control and Landscape Plans 67 - 76 SA-01 to SA-10

Structural Plans BN 735 (I-90 EB over Kishwaukee River, MP 18.3)

77 - 83 SB-01 to SB-07

Structural Plans BN 736 (I-90 WB over Kishwaukee River, MP 18.3) 84 - 89 SC-01 to SC-06

Structural Plans BN 741C (I-90 over Unnamed Stream, MP 20.31)

90 - 98 SD-01 to SD-09

Structural Plans BN 741 (Irene Road over I-90, MP 20.8) 99 - 103 SE-01 to SE-05

Structural Plans BN 743C (I-90 over Unnamed Stream, MP 22.23)

104 - 107 SF-01 to SF-04

Structural Plans BN 745 (Stone Quarry Road over I-90, MP 22.8) 108 - 112 SG-01 to SG-05

Structural Plans BN 745C (I-90 over Unnamed Stream, MP 23.4)

113 - 118 SH-01 to SH-06

Structural Plans BN 747 (Pearl Street over I-90, MP 23.82) 119 - 123 SJ-01 to SJ-05

Structural Plans BN 747 O (Belvidere Oasis over I-90, MP 24.2)

124 - 129 SK-01 to SK-06

Structural Plans BN 749 (Tripp Road over I-90, MP 24.58) 130 - 135 SL-01 to SL-06

Structural Plans BN 751 (Genoa Road over I-90, MP 25.02)

136 - 143 SM-01 to SM-08

Structural Plans BN 755 (Johnson Road over I-90, MP 26.52) 144 - 148 SN-01 to SN-05

Structural Plans BN 756 (I-90 WB over Mosquito Creek, MP 27.4)

149 - 153 SP-01 to SP-05

Structural Plans BN 757 (I-90 EB over Mosquito Creek, MP 27.4) 154 - 197 Various

WB PLAZA 2 - EAST RIVERSIDE BLVD PLANS (see Plaza 2 Index)

PLAZA 2 PLANS

PLAZA 2 Sheet No. Title

GENERAL

PLANS

GEN-01 GENERAL NOTES & HIGHWAY STANDARDS

PRG-01 SUGGESTED PROGRESS SCHEDULE

ATB-01 TO ATB-02 ALIGNMENT AND TIES

MAINTENANCE

OF TRAFFIC

MOT-01 MOT GENERAL NOTES & STAGING SUMMARY

MOT-02 TO MOT-03 MOT STAGE 1

MOT-04 TO MOT-05 MOT STAGE 2

DET-01 DETOUR PLAN

ROADWAY

PLANS

RDY-01 SITE PLAN

SCH-01 SIGN SCHEDULE OF QUANTITIES

E-01 CABLE/CONDUIT SCHEDULE & NOTES

Contract RR-24-4985 J-15R March 18, 2025

S.P. 106.8 COORDINATION WITH OTHER CONTRACTORS

The Contractor is advised that certain operations will involve cooperation with Illinois Tollway personnel and Contractors performing work on or adjacent to this contract for the Illinois Tollway. The Contractor shall cooperate to the fullest extent with the Illinois Tollway and the Contractors working on adjacent projects in compliance with the provisions of Article 105.08 of the Illinois Tollway Supplemental Specifications.

The following Illinois Tollway projects in the vicinity of Contract RR-24-4985 may be under construction during the term of this Contract:

RR-22-4886R Plaza 2 Improvements, I-90, MP 12.6 (East Riverside Boulevard) RR-24-4977 Bridge Repairs, I-90, MP 2.7 (Rockton Road) to MP 14.5 (Rote Road) RR-23-4886 CCTV Camera and Ramp Queue Detection Installation, I-90, MP 3.5 (McCurry Road) to MP 78.5 (Des Plaines River) and I-355, MP 12.5 (I-55) to MP

22.5 (Butterfield Road) RR-23-4902 Systemwide Lighting Repairs RR-23-4930 Systemwide Roadway Appurtenance Repairs RR-23-4931 Systemwide Pavement Repairs RR-24-9297 Systemwide Pavement Marking Improvements RR-24-4976 Systemwide Pavement Repairs TBD Pavement and Structural Preservation, I-90, MP 30.0 (Carlson

Road) to MP 52.2 (Randall Road) TBD Systemwide Dynamic Message Sign (DMS) Replacement TBD Systemwide Closed Circuit Television (CCTV) Camera Installation TBD Systemwide Bridge Rehabilitation TBD Systemwide Pavement Repairs RR-21-4588 Systemwide Lighting Repairs RR-22-4865 Systemwide Signing Improvements RR-22-9266 Systemwide Pavement Marking Installation RR-23-9294 Systemwide Pavement Marking

S.P. 106.9 COORDINATION WITH EMERGENCY SERVICES

The Contractor is advised that construction operations shall be staged such that Ramp B shall provide access to emergency vehicles at all times. This will involve coordination with emergency services that would typically utilize Ramp B (WB I-90 to East Riverside Blvd.). The Contractor shall coordinate the closure of Ramp B with police, fire, ambulance, public safety, other emergency and/or law enforcement in order to make it known that emergency service vehicles will still have access during the ramp closure.

S.P. 107 INSURANCE

Insurance requirements shall be according to Article 107.27 of the Illinois Tollway Supplemental Specifications.

Contract RR-24-4985 J-16R March 18, 2025

J. ADDITIONAL INSURED PROTECTION

The work under this contract includes work upon, above, adjacent to and/or along the right-of-way and facilities of the Illinois Department of Transportation (IDOT), Winnebago County Highway Department, and the City of Loves Park. The Contractor’s Insurance coverage, required by and in conformance with Article 107.27(j) of the Illinois Tollway Supplemental Specifications, shall include the agencies specified herein, its agents and employees as additional insureds, or provide a separate owner’s protective policy of equal limits of coverage for each agency.

S.P. 107.1 ENGINEERING PROFESSIONAL LIABILITY

(a) Certain Special Provisions Divisions or Sections, or specific Pay Items, may require defined professional services, including but not limited to design calculations, erection plans, demolition plans, drawings, testing, analysis, plans, reports, or other work products required to be signed and sealed by a professional or structural engineer. If the Contractor uses a professional services firm, subcontractor, or vendor to provide the required professional services, insurance documentation is required from such professional services firm, subcontractor, or vendor for professional liability insurance with minimum limits of $2,000,000 per claim and $2,000,000 policy aggregate. The Professional Liability insurance shall be maintained for the duration of the Contract and continuously for a period of three (3) years after completion of the Contract, covering any act, error, or omission in the rendering of or failure to render professional services required for the Contract. The Professional Liability insurance policy may be written on a claims-made policy form

(b) If the Contractor uses a professional services firm, subcontractor, or supplier to provide the required professional services for specific Divisions, Section, or Pay Items, insurance documentation must be submitted for the entity that will provide the required professional services. The continuous coverage requirement may be met by either (a) an endorsement to the Professional Liability policy indicating the three-year extended reporting period or, alternatively, (b) a letter from the professional services firm, subcontractor, or vendor, signed by a principal or officer, warrantying that Professional Liability insurance shall be maintained continuously for a period of not less than three years after project completion. Insurance documentation for professional services firms, subcontractors, or vendors must be submitted to the Illinois Tollway for review and approval prior to commencing work on applicable Divisions, Sections, or Pay Items.

(c) For general information only, below is a listing of the Divisions, Sections, or Pay Items which may require professional services. The list is not intended to be all-inclusive and, therefore, the Contractor is required to provide Professional Liability insurance for all contract work, temporary or permanent, for which the Contractor is responsible for providing professional services.

Pay Item No. Description

JT130101 DEMOLITION OF PLAZA CANOPY, LOCATION 1

Contract RR-24-4985 J-48R March 18, 2025 use.

Upon issuance of a Statement of Partial Final Completion, the Contractor shall only be responsible for damages to the part or portion of the Work approved for beneficial use that is caused by the negligence or intentional misconduct of the Contractor, its subcontractors or their agents or employees. However, the Contractor shall be responsible to repair and/or replace damage items where the Contractor is required to furnish Builder’s Risk Insurance to cover damages caused by negligence of the contractor, its subcontractors or their agents, as specified elsewhere in the Contract Documents.

When damage occurs to such approved parts or portions of the Work by parties other than the Contractor, its subcontractors or their agents and employees:

1. The Illinois Tollway may correct and/or replace the damaged items with its own personnel; or

2. The Illinois Tollway may direct the Contractor to correct and/or replace the damaged items. This work will be paid for as provided in Article 109.04 of the Illinois Tollway Supplemental Specifications.

Any approval granted under this subsection shall neither constitute final acceptance of any of the Work nor be construed to be substantial completion thereof, and the work covered by any approval shall continue to be subject to final inspection and acceptance in accordance with the terms of the Contract. Repairs to work subject to the approval required due to defective materials or workmanship or caused in whole or in part by the Contractor’s operations or negligence, shall be performed at no additional cost to the Illinois Tollway.

S.P. 117 RESERVED

S.P. 118 RIGHT-OF-WAY

NOT USED

S.P. 119 AVAILABLE GEOTECHNICAL INFORMATION

The following is a listing of the geotechnical reports prepared by Shannon & Wilson that are available for review in the Illinois Tollway on-line plan room.

• Geotechnical Design Recommendation Report, Jane Addams Memorial Tollway (I-90), Plaza 2 Westbound Improvements, Contract RR-20-4524-12

S.P. 120 OTHER AVAILABLE REPORTS OR AS-BUILT PLANS

The following is a listing of other reports, environmental reports prepared by A3 Environmental, LLC and Huff & Huff, Inc and GSG Consultants, Inc or as-built plans that are available for review in the Illinois Tollway on-line plan room.

• LT_A3E_PM_4524_DRAFT-Plaza2Asbestos, Illinois State Toll Highway Authority, I-90 West Plaza 2, Mile Post 12.6 (East Riverside Boulevard)

• ENV_HUFF_KL_4524-12_Lead-

Contract RR-24-4985 J-49R March 18, 2025

BasedPaintInspectionLetterReportREV1_01282025, Illinois State Toll Highway Authority, I-90 West Plaza 2, Mile Post 12.6 (East Riverside Boulevard)

• LT_SNW_JZB_4524_FINAL-Plaza2Geotech, Illinois State Toll Highway Authority, I-90 West Plaza 2, Mile Post 12.6 (East Riverside Boulevard)

• RP_GSG_AJ_Tollway_RR-23-4893 Phase II ESA_02242025, Illinois State Toll Highway Authority, I-90 WB Belvidere Oasis employee parking lot and I- 90 EB Belvidere Oasis Ramp, Mile Post 24.25 (Belvidere, Boone County)

S.P. 121 ELECTRONIC DATA FILES AVAILABLE

S.P. 122 COMMITMENTS

S.P. 123 CONTRACT BOND

S.P. 124 SUBLETTING OF ASSIGNMENT OF CONTRACT

This provision replaces paragraph one of Article 108.01 of the Illinois Tollway Supplemental Specifications, Subletting of Assignment of Contract.

The Contractor shall furnish the material, labor, equipment, and all incidentals necessary to perform, with its own organization, work items accounting for not less than 25 percent of the total Contract Award amount, based on quantities of items and unit prices contained in the Proposal. Except for the transporting of materials, no portion of the Contract shall be sublet, assigned or otherwise disposed of except with the written consent of the Chief Engineering Officer. All Subcontractors must be approved in writing before they commence any work. Approval in writing of a Subcontractor shall be construed as approval for the Contractor’s subletting of that portion of The Work to be done by the Subcontractor. Subcontractors shall be considered and recognized only as agents, employees or workers of the Contractor and shall be subject to the same requirements as to character and competence as the Contractor. Subcontractors shall not be third party beneficiaries of the Contract.

Requests for approval of Subcontractors shall show the nature and percentages of The Work to be done by each Subcontractor, to be computed based on the value of proposed quantities of Contract work items and unit prices to be subcontracted in relation to the total Contract amount. The Contractor shall not, under any circumstances, be relieved of its full and complete liability and obligations for The Work due to such subcontracting, and the Engineer shall not be required to deal directly with Subcontractors.

S.P. 125 ADDENDA

Replace Article 102.02 of the Illinois Tollway Supplemental Specifications with the following.

Contract RR-24-4985 J-59R March 18, 2025

SOURCE REQUIREMENTS FOR FURNISHED EXCAVATION (Illinois Tollway) Effective: October 31, 2019 Revised: April 23, 2021

Description. This work shall consist of testing and excavating suitable material obtained from off-site location(s) outside Illinois Tollway rights of ways, approved by the Engineer, and transporting the material to various locations throughout the limits of the contract. The work shall be completed in accordance with Section 204 of the Standard Specifications except as follows.

Add the following to Article 204.02.

The Contractor shall be responsible for all testing of furnished or borrow material before removal from the off-site location. Material shall be tested for Zone “A” embankment geotechnical parameters according to the Illinois Tollway Special Provision for Embankment. In addition, In-situ Moisture Content (AASHTO T-265) and soil pH (AASHTO T-289) shall be tested.

One sample per 5,000 cubic yards of furnished material shall be analyzed for 35 Ill. Adm. Code 740 Appendix A Tables A through D Target Compound List (TCL) parameters and herbicides. For all locations, the Contractor shall supply only furnished material that does not exceed 35 Ill. Adm. Code 742 Appendix B Table B Soil Remediation Objectives for the Industrial Commercial Ingestion and Inhalation Exposure Routes. In addition to meeting the Industrial Commercial requirements, for locations within a municipality that does not have an existing IEPA approved groundwater ordinance upon award of contract, the Contractor shall supply only furnished material that does not exceed Ill.

Adm. Code 742 Appendix B Table B Soil Remediation Objectives for the Soil Component of the Groundwater Ingestion Exposure Route (Class I).

The Contractor shall obtain written agreement from the property owner in accordance with Article

107.22 of the Supplemental Specifications.

Add the following to Article 204.08 Basis of Payment.

The Contractor shall be responsible for any additional Maintenance of Traffic, trucking, temporary erosion and sediment control, and permanent restoration that is associated with the use of the site at no cost to the Tollway.