RR-23-4915_AddendumNo1_10272023.pdf

Illinois State Toll Highway Authority Contract No. RR-23-4915 Addendum 1 Page 1 of 3 10/27/2023

ADDENDUM NO. 1

TO

CONTRACT REQUIREMENTS

FOR CONTRACT RR-23-4915

ILLINOIS STATE TOLL HIGHWAY AUTHORITY

Date: 10/27/2023

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, November 3, 2023

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 and P-6R which have been revised and included as part of the Schedule of Prices.

2. The following new Special Provision page is included in the Contract with this Addendum: J-3A.

3. The following revised Contract Drawings are included in this Addendum: Drawings 3, 6 and 30.

4. The following new Contract Drawings are included in this Addendum: Drawings 20A and 20B.

5. The minutes and sign-in sheet from the Optional Pre-Bid Meeting held on October 4, 2023, are included in this Addendum.

Addendum 1 Page 2 of 3 10/27/2023

CHANGES TO THE CONTRACT REQUIREMENTS

CHANGES TO THE SCHEDULE OF PRICES

SUMMARY OF REVISIONS TO PAY ITEMS QUANTITIES

SP

PAY ITEM

NO.

DESCRIPTION UNIT

ORIGINAL

QUANTITY

CHANGE

NEW

QUANTITY

42001300 PROTECTIVE COAT SQ YD 39 10 49

* 44213200 SAW CUTS FOOT 116 30 146

* JI442863

ACCELERATED

PORTLAND CEMENT

CONCRETE PATCHING,

CLASS B, TYPE II, 11

INCHES

SQ YD 22 10 32

* JI442905 DOWEL BARS 1 1/2" EACH 52 14 66

* INDICATES SPECIAL PROVISION

Change #1 Contract Requirements, Volume I, replace page P-5 and P-6 with page P-5R and P-6R (attached). This replacement contains the following revision:

1.1. Revised pay item 42001300 PROTECTIVE COAT.

1.2. Revised pay item 44213200 SAW CUTS.

1.3. Revised pay item JI442863 ACCELERATED PORTLAND CEMENT CONCRETE PATCHING, CLASS B, TYPE II, 11 INCHES.

1.4. Revised Pay item JI442905 DOWEL BARS 1 1/2".

CHANGES TO THE CONTRACT SPECIAL PROVISIONS

Change #2 Contract Requirements, Volume II, add page J-3A. This new page contains the following revision:

2.1. Added the following to the list of IDOT Highway Standards:

720001-01 SIGN PANEL MOUNTING DETAILS

720006-04 SIGN PANEL ERECTION DETAILS

720011-01 METAL POSTS FOR SIGNS, MARKERS & DELINEATORS

728001-01 TELESCOPING STEEL SIGN SUPPORT

780001-05 TYPICAL PAVEMENT MARKINGS

Addendum 1 Page 3 of 3 10/27/2023

CHANGES TO THE CONTRACT DRAWINGS

Change #3 Contract Plans, Drawing 3. Index of Drawings & List of Standards. This drawing contains the following revision (attached):

3.1. Added 720001-01 SIGN PANEL MOUNTING DETAILS, 720006-04 SIGN PANEL ERECTION DETAILS, 720011-01 METAL POSTS FOR SIGNS, MARKERS & DELINEATORS, 728001-01 TELESCOPING

STEEL SIGN SUPPORT, 780001-05 TYPICAL PAVEMENT MARKINGS to the list of IDOT Highway Standards.

Change #4 Contract Plans, Drawing 6. Summary of Quantities. This drawing contains the following revision (attached):

4.1. Revised pay item 42001300 PROTECTIVE COAT

4.2. Revised pay item 44213200 SAW CUTS

4.3. Revised pay item JI442863 ACCELERATED PORTLAND CEMENT CONCRETE PATCHING, CLASS B, TYPE II, 11 INCHES

4.4. Revised pay item JI442905 DOWEL BARS 1 1/2"

Change #5 Contract Plans, Drawings 20A and 20B. Maintenance of Traffic, Genoa Rd - Ramp C. These drawings contain the following revision (attached):

5.1. Added maintenance of traffic for the additional patch along Ramp C.

Change #6 Contract Plans, Drawing 30. Roadway Plan, Genoa Rd – Ramp C&D. This drawing contains the following revision (attached):

6.1. Added an additional patch using pay item ACCELERATED PORTLAND CEMENT CONCRETE

PATCHING, CLASS B, TYPE II, 11 INCHES along Ramp C.

END OF ADDENDUM CHANGES

42001300 PROTECTIVE COAT SQ YD 49

44000157 HOT-MIX ASPHALT SURFACE REMOVAL, 2" SQ YD 15,257

* 44213200 SAW CUTS FOOT 146

45200300 JOINT OR CRACK FILLING POUND 91

72800100 TELESCOPING STEEL SIGN SUPPORT FOOT 153

* JI406035 TEST STRIP (STONE MATRIX ASPHALT) EACH 1

* JI406037 MATERIAL TRANSFER DEVICE TON 1,152

* JI406048

STONE MATRIX WARM MIX ASPHALT SURFACE

FRICTION COURSE, IL12.5 N80

TON 1,152

* JI406108 ASPHALT TACK COAT (NON-TRACKING) POUND 7,519

* JI406510

WARM-MIX ASPHALT SURFACE COURSE, MIX

"D", N70

TON 622

* JI406900

CONSTRUCTING WARM MIX ASPHALT TEST

STRIP

EACH 1

* JI420906 LONGITUDINAL JOINT SEALANT FOOT 5,532

* JI442863

ACCELERATED PORTLAND CEMENT

CONCRETE PATCHING, CLASS B, TYPE II, 11

INCHES

SQ YD 32

DESIGNATION UNIT QUANTITY

SCHEDULE OF PRICES

AT GENOA ROAD

MILE POST 25.0

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

S.P.

PAY ITEM

NO.

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

JANE ADDAMS MEMORIAL TOLLWAY (I-90)

RAMP PAVEMENT REPAIRS

CONTRACT RR-23-4915

CONTRACT NO. RR-23-4915

Addendum No. 1 P-5R October 27, 2023

DESIGNATION UNIT QUANTITY

SCHEDULE OF PRICES

AT GENOA ROAD

MILE POST 25.0

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

S.P.

PAY ITEM

NO.

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

JANE ADDAMS MEMORIAL TOLLWAY (I-90)

RAMP PAVEMENT REPAIRS

CONTRACT RR-23-4915

* JI442864

ACCELERATED PORTLAND CEMENT

CONCRETE PATCHING, CLASS B, TYPE III, 11

INCHES

SQ YD 17

* JI442905 DOWEL BARS 1 1/2" EACH 66

* JI481050 AGGREGATE SHOULDERS, TYPE B CU YD 154

* JI701001 DETOUR SIGNING, LOCATION 1 L SUM 1

* JI701002 DETOUR SIGNING, LOCATION 2 L SUM 1

* JI701003 DETOUR SIGNING, LOCATION 3 L SUM 1

** JS120100

TRAILER MOUNTED FULL MATRIX PORTABLE

CHANGEABLE MESSAGE SIGNS

EACH 4

** JS280210

FILTER FABRIC INLET PROTECTION, BASKET

TYPE

EACH 21

** JS670A00 FIELD OFFICE, TYPE A CAL MO 8

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

* JS701010 MAINTENANCE OF TRAFFIC L SUM 1

** JS701050

TEMPORARY INFORMATION SIGNING-GROUND

MOUNT, 24 SQ FT IN AREA OR LESS

SQ FT 72

** JS720100 SIGN INSTALLATION, TYPE 1 SQ FT 155

Addendum No. 1 P-6R October 27, 2023

AT GENOA ROAD

MILE POST 25.0

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

S.P.

PAY ITEM

NO.

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

JANE ADDAMS MEMORIAL TOLLWAY (I-90)

RAMP PAVEMENT REPAIRS

CONTRACT RR-23-4915

** JS720110 SIGN INSTALLATION, TYPE 2 SQ FT 56

** JS780JA1

GROOVING FOR RECESSED PAVEMENT

MARKING LINES, 5" GROOVE

FOOT 53

** JS780JC1

GROOVING FOR RECESSED PAVEMENT

MARKING LINES, 7" GROOVE

FOOT 11,583

** JS780JE1

GROOVING FOR RECESSED PAVEMENT

MARKING LINES, 11" GROOVE

FOOT 1,853

* JT780300 MULTI-POLYMER PAVEMENT MARKING - LINE 4" FOOT 53

* JT780310 MULTI-POLYMER PAVEMENT MARKING - LINE 6" FOOT 11,950

* JT780320

MULTI-POLYMER PAVEMENT MARKING - LINE

10"

FOOT 379

* JT780325

MULTI-POLYMER PAVEMENT MARKING - LINE

12"

FOOT 599

* JT780330

MULTI-POLYMER PAVEMENT MARKING - LINE

24"

FOOT 44

* JT780340

MULTI-POLYMER PAVEMENT MARKING -

LETTERS (8 FT.)

SQ FT 62

* JT780355

MULTI-POLYMER PAVEMENT MARKING -

SYMBOLS (LARGE)

SQ FT 140

TOTAL AMOUNT OF CORE WORK

Addendum No. 1 P-7 October 27, 2023

AT GENOA ROAD

MILE POST 25.0

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

S.P.

PAY ITEM

NO.

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

JANE ADDAMS MEMORIAL TOLLWAY (I-90)

RAMP PAVEMENT REPAIRS

CONTRACT RR-23-4915

* JT155001 CONTRACTOR'S QUALITY PROGRAM L SUM 1 $24,000.00 $24,000.00

* JT154008

UNFORESEEN ADDITIONAL MAINTENANCE OF

TRAFFIC

UNIT 10,000 $1.00 $10,000.00

* JT154016

ALLOWANCE FOR UNFORESEEN EROSION

CONTROL MEASURES

UNIT 10,000 $1.00 $10,000.00

* JT154067

CONTRACT ALLOWANCE FOR

CONSTRUCTIONWORKS APPRENTICES

UNIT 25,000 $1.00 $25,000.00

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)

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 ($4,000.00)

999NEG30

DAMAGES TO ILLINOIS TOLLWAY'S

OPERATIONAL FACILITIES PER S.P. 115.5 - ALL

ROADWAYS OFF-PEAK

OCCUR ($2,000.00)

Addendum No. 1 P-8 October 27, 2023

AT GENOA ROAD

MILE POST 25.0

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

S.P.

PAY ITEM

NO.

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

JANE ADDAMS MEMORIAL TOLLWAY (I-90)

RAMP PAVEMENT REPAIRS

CONTRACT RR-23-4915

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)

999NEG34

NON-COMPLIANCE WITH RESPONSIBILITY FOR

CONSTRUCTION HAULING EQUIPMENT PER

TOLLWAY SUPPL. SPEC. 105.15

DAY ($1,000.00)

999NEG35

FAILURE TO RESPOND TO REGULATORY

AGENCY REQUESTS, PER TOLLWAY SUPPL.

SPEC. 280.02 (2) (2)

OCCUR ($25,000.00)

999NEG36

FAILURE TO COMPLY WITH OCCUPANCY DATE

OR PROVIDE COMPLETE FACILITIES. FIELD

OFFICE OR LAB PER TOLLWAY SUPPL. SPEC.

670.01 (b)

DAY ($500.00)

999NEG44

LIQUIDATED DAMAGES FOR NON-COMPLETION

PER S.P. 105.1.1

CAL DAY ($9,000.00)

999NEG45

LIQUIDATED DAMAGES FOR NON-COMPLETION

PER S.P. 105.1.2

CAL DAY ($9,000.00)

999NEG46

LIQUIDATED DAMAGES FOR NON-COMPLETION

PER S.P. 105.1.3

CAL DAY ($7,500.00)

999NEG47

LIQUIDATED DAMAGES FOR NON-COMPLETION

PER S.P. 105.1.4

CAL DAY ($7,500.00)

999NEG48

LIQUIDATED DAMAGES FOR NON-COMPLETION

PER S.P. 105.1.5

CAL DAY ($7,500.00)

999NEG53

NON-COMPLIANCE WITH CONTRACTOR

QUALITY PROGRAM SPECIAL PROVISION

OCCUR ($1,000.00)

ADJUSTMENTS

* 999ADJ45

CONSTRUCTIONWORKS APPRENTICES WAGE

RATE

HOUR $15.00

Addendum No. 1 P-9 October 27, 2023

AT GENOA ROAD

MILE POST 25.0

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

S.P.

PAY ITEM

NO.

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

JANE ADDAMS MEMORIAL TOLLWAY (I-90)

RAMP PAVEMENT REPAIRS

CONTRACT RR-23-4915

* 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

Addendum No. 1 P-10 October 27, 2023

AT GENOA ROAD

MILE POST 25.0

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

S.P.

PAY ITEM

NO.

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

JANE ADDAMS MEMORIAL TOLLWAY (I-90)

RAMP PAVEMENT REPAIRS

CONTRACT RR-23-4915

* 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

* 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

Addendum No. 1 P-11 October 27, 2023

AT GENOA ROAD

MILE POST 25.0

UNIT PRICE

DOLLAR

AMOUNT

DOLLAR

S.P.

PAY ITEM

NO.

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

JANE ADDAMS MEMORIAL TOLLWAY (I-90)

RAMP PAVEMENT REPAIRS

CONTRACT RR-23-4915

* 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) $69,000.00

* INDICATES SPECIAL PROVISION

** INDICATES TOLLWAY SUPPLEMENTAL SPECIFICATIONS

AWARD CRITERIA

BID CREDIT

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

CONTRACTOR'S QUALITY PROGRAM = TOTAL AMOUNT OF BASE BID

Addendum No. 1 P-12 October 27, 2023

Addendum No. 1 October 27, 2023

J-3A

720001-01 SIGN PANEL MOUNTING DETAILS

720006-04 SIGN PANEL ERECTION DETAILS

720011-01 METAL POSTS FOR SIGNS, MARKERS & DELINEATORS

728001-01 TELESCOPING STEEL SIGN SUPPORT

780001-05 TYPICAL PAVEMENT MARKINGS

PROJECT JURISDICTIONS

PROJECT FEATURE DESCRIPTION OVER / UNDER JURISDICTION COUNTY

INDEX OF SHEETS IDOT HIGHWAY STANDARDSILLINOIS TOLLWAY STANDARD DRAWINGS

OVER I-90GENOA ROADCROSS ROAD CITY OF BELVIDERE NORTH OF I-90 BOONE

OVER I-90GENOA ROADCROSS ROAD BOONEBOONE COUNTY SOUTH OF I-90

PAVEMENT MARKING & EROSION CONTROL

ROADWAY PLAN

MAINTENANCE OF TRAFFIC

TYPICAL SECTIONS

SCHEDULE OF QUANTITIES

SUMMARY OF QUANTITIES

SUGGESTED PROGRESS SCHEDULE

GENERAL NOTES & ASPHALT MIX TABLE

INDEX OF DRAWINGS & LIST OF STANDARDS

PROFESSIONAL SEALS & SIGNATURES

TITLE SHEET

DESCRIPTION

701901-08

701456-05

701451-05

420001-10

001006

001001-02

000001-08

STD. NO.

TRAFFIC CONTROL DEVICES

PARTIAL EXIT RAMP CLOSURE FREEWAY/EXPRESSWAY

RAMP CLOSURE FREEWAY/EXPRESSWAY

PAVEMENT JOINTS

DECIMAL OF AN INCH AND OF A FOOT

AREAS OF REINFORCEMENT BARS

STANDARD SYMBOLS, ABBREVIATIONS AND PATTERNS

DESCRIPTION

---GENOA ROADRAMP A, B, C, D TOLLWAY

---U.S. ROUTE 20DETOUR ROUTE IDOT

---IRENE ROADDETOUR ROUTE FLORA TOWNSHIP

BOONE

BOONE

BOONE

32-35

28-31

12-27

9-11

7-8

DRAWING NO.

PMK-01 TO PMK-04

RDY-01 TO RDY-04

MOT-01 TO MOT-16

TYP-01 TO TYP-03

SCH-01 TO SCH-02

SOQ-01

PS-01

GN-01

IN-01

PSS-1

TTL-1

SHEET NO.

K1-12

SECTION K - TEMPORARY EROSION & SEDIMENT CONTROL

F9-07

SECTION F - SIGN STRUCTURE

E5-10

E3-09

E2-10

E1-07

SECTION E - MAINTENANCE OF TRAFFIC

D6-11

D4-08

D2-04

SECTION D - ROADWAY APPURTENANCES

A7-06

A5-07

A4-05

A1-09

SECTION A - ROADWAY PAVEMENT

STD. NO.

EROSION CONTROL & LANDSCAPE

BREAKAWAY SIGN SUPPORT DETAILS

TEMPORARY GORE DETAILS

SHOULDER CLOSURE DETAILS

LANE CLOSURE DETAILS

CONSTRUCTION SIGNS

PERMANENT PAVEMENT MARKINGS RAMPS

ROADWAY DELINEATORS AND REFLECTORS

SYMBOLS AND PATTERNS

PAVEMENT JOINTS

J.P.C. PAVEMENT

BUTT JOINTS AND TEMPORARY ASPHALT WEDGE

CONCRETE PAVEMENT REPAIR FULL DEPTH

DESCRIPTION

TYPICAL PAVEMENT MARKINGS780001-05

TELESCOPING STEEL SIGN SUPPORT728001-01

METAL POSTS FOR SIGNS, MARKERS & DELINEATORS720011-01

SIGN PANEL ERECTION DETAILS720006-04

SIGN PANEL MOUNTING DETAILS720001-01 1

KRH 5/5/23

9/12/23MTH

INDEX OF DRAWINGS &

LIST OF STANDARDS

IN-01

3 35

RR-23-4915

C Copyright Hanson Professional Services Inc.2023

KRH 5/5/23

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

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

DRAWING NO.

OF

DESCRIPTIONDATENO.

SHEET NO.

DESIGNED BY: DATE:

DATE:

CHECKED BY: DATE:

DRAWN BY:

MILESTONE:

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

CONTRACT NO.

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

REVISIONS

P L O

T T

IM

E

P L O

T D

A T E p w h a n s o n in c -p w .b e n tl e y .c o m :h a n s o n -p w -0

D o c u m e n ts Jo b s

H

A T

O -1

C

A D C

A D S h e e ts C -S h t\

-1

-C

-s h t-g e n In d e x -H

A N .d g n

F

IL

E N

A M

E

:1

:0

A

M

1 10/27/23 ADDENDUM NO.1

DESCRIPTION UNIT QUANTITY

QUANTITY

RECORD

SP

NO.

PAY ITEM

LEGEND FOR SP COLUMN

QUANTITY

RECORD

QUANTITYUNITDESCRIPTIONSP

NO.

PAY ITEM

INDICATES TOLLWAY SUPPLEMENTAL SPECIFICATIONS**

INDICATES SPECIAL PROVISION*

KRH 5/5/23

9/12/23MTH

SUMMARY OF QUANTITIES

SOQ-01

6 35

RR-23-4915

C Copyright Hanson Professional Services Inc.2023

KRH 5/5/23

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

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

DRAWING NO.

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

P L O

T T

IM

E

P L O

T D

A T E p w h a n s o n in c -p w .b e n tl e y .c o m :h a n s o n -p w -0

D o c u m e n ts Jo b s

H

A T

O -1

C

A D C

A D S h e e ts C -S h t\

-1

-C

-s h t-g e n S

O Q -H

A N .d g n

F

IL

E N

A M

E

:5

:5

P

M

1 10/27/23 ADDENDUM NO.1

JT780355

JT780340

JT780330

JT780325

JT780320

JT780310

JT780300

JT155001

JT154067

JT154016

JT154008

JS780JE1

JS780JC1

JS780JA1

JS720110

JS720100

JS701050

JS701010

JS671020

JS670A00

JS280210

JS120100

JI701003

JI701002

JI701001

JI481050

JI442905

JI442864

JI442863

JI420906

JI406900

JI406510

JI406108

JI406048

JI406037

JI406035

72800100

45200300

44213200

44000157

42001300

SQ FT

SQ FT

FOOT

FOOT

FOOT

FOOT

FOOT

L SUM

UNIT

UNIT

UNIT

FOOT

FOOT

FOOT

SQ FT

SQ FT

SQ FT

L SUM

L SUM

CAL MO

EACH

EACH

L SUM

L SUM

L SUM

CU YD

EACH

SQ YD

SQ YD

FOOT

EACH

TON

POUND

TON

TON

EACH

FOOT

POUND

FOOT

SQ YD

SQ YD

11,950

25,000

10,000

10,000

1,853

11,583

5,532

7,519

1,152

1,152

15,257

MULTI-POLYMER PAVEMENT MARKING - SYMBOLS (LARGE)

MULTI-POLYMER PAVEMENT MARKING - LETTERS (8 FT.)

MULTI-POLYMER PAVEMENT MARKING - LINE 24"

MULTI-POLYMER PAVEMENT MARKING - LINE 12"

MULTI-POLYMER PAVEMENT MARKING - LINE 10"

MULTI-POLYMER PAVEMENT MARKING - LINE 6"

MULTI-POLYMER PAVEMENT MARKING - LINE 4"

CONTRACTOR'S QUALITY PROGRAM

CONTRACT ALLOWANCE FOR CONSTRUCTIONWORKS APPRENTICES

ALLOWANCE FOR UNFORESEEN EROSION CONTROL MEASURES

UNFORESEEN ADDITIONAL MAINTENANCE OF TRAFFIC

GROOVING FOR RECESSED PAVEMENT MARKING LINES, 11" GROOVE

GROOVING FOR RECESSED PAVEMENT MARKING LINES, 7" GROOVE

GROOVING FOR RECESSED PAVEMENT MARKING LINES, 5" GROOVE

SIGN INSTALLATION, TYPE 2

SIGN INSTALLATION, TYPE 1

TEMPORARY INFORMATION SIGNING-GROUND MOUNT, 24 SQ FT IN AREA OR LESS

MAINTENANCE OF TRAFFIC

MOBILIZATION, TOLLWAY (MODIFIED)

FIELD OFFICE, TYPE A

FILTER FABRIC INLET PROTECTION, BASKET TYPE

TRAILER MOUNTED FULL MATRIX PORTABLE CHANGEABLE MESSAGE SIGNS

DETOUR SIGNING, LOCATION 3

DETOUR SIGNING, LOCATION 2

DETOUR SIGNING, LOCATION 1

AGGREGATE SHOULDERS, TYPE B

DOWEL BARS 1 1/2"

ACCELERATED PORTLAND CEMENT CONCRETE PATCHING, CLASS B, TYPE III, 11 INCHES

ACCELERATED PORTLAND CEMENT CONCRETE PATCHING, CLASS B, TYPE II, 11 INCHES

LONGITUDINAL JOINT SEALANT

CONSTRUCTING WARM MIX ASPHALT TEST STRIP

WARM-MIX ASPHALT SURFACE COURSE, MIX "D", N70

ASPHALT TACK COAT (NON-TRACKING)

STONE MATRIX WARM MIX ASPHALT SURFACE FRICTION COURSE, IL12.5 N80

MATERIAL TRANSFER DEVICE

TEST STRIP (STONE MATRIX ASPHALT)

TELESCOPING STEEL SIGN SUPPORT

JOINT OR CRACK FILLING

SAW CUTS

HOT-MIX ASPHALT SURFACE REMOVAL, 2"

PROTECTIVE COAT

JT780355

JT780340

JT780330

JT780325

JT780320

JT780310

JT780300

JT155001

JT154067

JT154016

JT154008

JS780JE1

JS780JC1

JS780JA1

JS720110

JS720100

JS701050

JS701010

JS671020

JS670A00

JS280210

JS120100

JI701003

JI701002

JI701001

JI481050

JI442905

JI442864

JI442863

JI420906

JI406900

JI406510

JI406108

JI406048

JI406037

JI406035

72800100

45200300

44213200

44000157

42001300

SQ FT

SQ FT

FOOT

FOOT

FOOT

FOOT

FOOT

L SUM

UNIT

UNIT

UNIT

FOOT

FOOT

FOOT

SQ FT

SQ FT

SQ FT

L SUM

L SUM

CAL MO

EACH

EACH

L SUM

L SUM

L SUM

CU YD

EACH

SQ YD

SQ YD

FOOT

EACH

TON

POUND

TON

TON

EACH

FOOT

POUND

FOOT

SQ YD

SQ YD

11,950

25,000

10,000

10,000

1,853

11,583

5,532

7,519

1,152

1,152

15,257

MULTI-POLYMER PAVEMENT MARKING - SYMBOLS (LARGE)

MULTI-POLYMER PAVEMENT MARKING - LETTERS (8 FT.)

MULTI-POLYMER PAVEMENT MARKING - LINE 24"

MULTI-POLYMER PAVEMENT MARKING - LINE 12"

MULTI-POLYMER PAVEMENT MARKING - LINE 10"

MULTI-POLYMER PAVEMENT MARKING - LINE 6"

MULTI-POLYMER PAVEMENT MARKING - LINE 4"

CONTRACTOR'S QUALITY PROGRAM

CONTRACT ALLOWANCE FOR CONSTRUCTIONWORKS APPRENTICES

ALLOWANCE FOR UNFORESEEN EROSION CONTROL MEASURES

UNFORESEEN ADDITIONAL MAINTENANCE OF TRAFFIC

GROOVING FOR RECESSED PAVEMENT MARKING LINES, 11" GROOVE

GROOVING FOR RECESSED PAVEMENT MARKING LINES, 7" GROOVE

GROOVING FOR RECESSED PAVEMENT MARKING LINES, 5" GROOVE

SIGN INSTALLATION, TYPE 2

SIGN INSTALLATION, TYPE 1

TEMPORARY INFORMATION SIGNING-GROUND MOUNT, 24 SQ FT IN AREA OR LESS

MAINTENANCE OF TRAFFIC

MOBILIZATION, TOLLWAY (MODIFIED)

FIELD OFFICE, TYPE A

FILTER FABRIC INLET PROTECTION, BASKET TYPE

TRAILER MOUNTED FULL MATRIX PORTABLE CHANGEABLE MESSAGE SIGNS

DETOUR SIGNING, LOCATION 3

DETOUR SIGNING, LOCATION 2

DETOUR SIGNING, LOCATION 1

AGGREGATE SHOULDERS, TYPE B

DOWEL BARS 1 1/2"

ACCELERATED PORTLAND CEMENT CONCRETE PATCHING, CLASS B, TYPE III, 11 INCHES

ACCELERATED PORTLAND CEMENT CONCRETE PATCHING, CLASS B, TYPE II, 11 INCHES

LONGITUDINAL JOINT SEALANT

CONSTRUCTING WARM MIX ASPHALT TEST STRIP

WARM-MIX ASPHALT SURFACE COURSE, MIX "D", N70

ASPHALT TACK COAT (NON-TRACKING)

STONE MATRIX WARM MIX ASPHALT SURFACE FRICTION COURSE, IL12.5 N80

MATERIAL TRANSFER DEVICE

TEST STRIP (STONE MATRIX ASPHALT)

TELESCOPING STEEL SIGN SUPPORT

JOINT OR CRACK FILLING

SAW CUTS

HOT-MIX ASPHALT SURFACE REMOVAL, 2"

PROTECTIVE COAT

BB 10/16/23

10/18/23BB

MAINTENANCE OF TRAFFIC

GENOA RD - RAMP C

MOT-09A

20A 35

RR-23-4915ORI 10/16/23

0 50 100 150

SCALE IN FEET

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

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

DRAWING NO.

PAGE SIZE:PLOT SCALE: 100.00 ' / in. 17x11 (in.)

P L O

T T

IM

E

P L O

T D

A T E p w h a n s o n in c -p w .b e n tl e y .c o m :h a n s o n -p w -0

D o c u m e n ts Jo b s

H

A T

O -1

C

A D C

A D S h e e ts C -S h t\

-1

-C

-s h t-m o tP ln -0 a -O

R I.

d g n

F

IL

E N

A M

E

:0

:5

P

M

1 10/27/23 ADDENDUM NO.1 - NEW SHEET

TS

TS

EM

OFF 43.76' LT

STA 1285+95.76

STA 1284+64.83

G20-2(O)-2618

1279 1280+00 1281 1282 1283 1284 1285+00 1286 1287 1288 1289 1290+00 1291 1292 1293 1294

1000+00 1001 1002 1003 1004 1005+00 1006 1007 1008 1009

6 7 8 9 10+00 11 12 13 14 15+00 16 17 18

33 34 35+00 36 37 38 39 40+00 41 42 43 44 45+00 46 47

6 7 8 9 10+00 11 12 13 14 15+00 16 17 18

DIRECTION OF TRAFFIC FLOW

MOT PLAN LEGEND:

CONSTRUCTION SIGN

WORK AREA

BARRICADES

TAPERS SHALL BE DIRECTION INDICATOR

NOTE: BARRICADES WITHIN LANE-CLOSURE

(UNLESS OTHERWISE NOTED)

BURNING LIGHT AT 25' (MAX.) CTRS.

TYPE II BARRICADE OR DRUM WITH STEADY

TRUCK MOUNTED ATTENUATOR

WB I-90

EB I-90

RAMP D

RAMP C

N

M A

T C

H

L I N

E

S T

A

R A

P

S T

A

R A

A

R

B

M A

T

A

(I

M A

T

SIGNING LEGEND

6 5

1100'

1000' 1600'

1000'

5 764

W4-2(0)-48 W20-5F(0)-R-48W20-5E(0)-R-48

W20-5F(0)-R-48

500'

1 MILE

CLOSED

LANE

RIGHT

MILE

CLOSED

LANE

RIGHT

CLOSED

LANE

RIGHT

LIMIT

SPEED

PHOTO

ENFORCED

ZONE

WORK

R2-1-3648

W21-I115(0)-3618

R10-I108-3618

MINIMUM

$250 FINE

R2-I106P-3618

ADVANCE SIGN SEQUENCE

STA 37+26.72

END WORK AREA

STA 1303+15

STA 36+98.78

END WORK AREA

W4-1 (0)

OFF 56.33' LT

STA 1292+57.03

(PLACED ON BOTH SIDES OF WESTBOUND I-90)

LIMIT

SPEED

IN THE MOT SP.

CLOSED DURING THE ALLOWABLE HOURS LISTED

2 FEET OF LANE 3, LANE 3 SHALL BE TEMPORARILY

WHEN WORKERS OR EQUIPMENT ENCROACH WITHIN

NOTE:

1:10

1:50

ROAD WORK

END

BB 10/16/23

10/18/23BB

MAINTENANCE OF TRAFFIC

GENOA RD - RAMP C

MOT-09B

20B 35

RR-23-4915ORI 10/16/23

0 50 100 150

SCALE IN FEET

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

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

DRAWING NO.

P L O

T T

IM

E

P L O

T D

A T E p w h a n s o n in c -p w .b e n tl e y .c o m :h a n s o n -p w -0

D o c u m e n ts Jo b s

H

A T

O -1

C

A D C

A D S h e e ts C -S h t\

-1

-C

-s h t-m o tP ln -0 b -O

R I.

d g n

F

IL

E N

A M

E

:0

:1

P

M

1 10/27/23 ADDENDUM NO.1 - NEW SHEET

DRUMS AT 50' CTRS.

STA 32+67.79

R1-2-48

STA 27+68.76

W3-2

STA 22+10.93

W20-I(0)-48

STA 1298+13

W4-1 (0)OFF 44.68' LT

STA 1297+7.23'

OFF 22.80' LT

STA 27+46.82

OFF 15.05' LT

STA 30+21.26

OFF 0.16' LT

STA 30+20.62

OFF 44.23' LT

STA 1294+65.80

YIELD

1294 1295+00 1296 1297 1298 1299 1300+00 1301 1302 1303 1304 1305+00 1306 1307 1308 1309

18 19 20+00 21

30+00 31 32 33

18 19 20+00 21 22

25+

30+

DIRECTION OF TRAFFIC FLOW

MOT PLAN LEGEND:

CONSTRUCTION SIGN

WORK AREA

BARRICADES

TAPERS SHALL BE DIRECTION INDICATOR

NOTE: BARRICADES WITHIN LANE-CLOSURE

(UNLESS OTHERWISE NOTED)

BURNING LIGHT AT 25' (MAX.) CTRS.

TYPE II BARRICADE OR DRUM WITH STEADY

TRUCK MOUNTED ATTENUATOR

WB I-90

R A

A

M P

D

N

M A

T

A

R A

B

M A

T

A

R A

OFF 65.81' LT

STA 1308+15.54

SEE SIGNAGE DETAIL AND LEGEND

OFF 9.85' RT

STA 27+49.34

AHEAD

WORK

ROAD

1:50

GL 5/12/23

9/12/23BB

ROADWAY PLAN

GENOA RD - RAMP C & D

RDY-03

30 35

RR-23-4915ORI 5/12/23

0 50 100 150

SCALE IN FEET

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

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

DRAWING NO.

P L O

T T

IM

E

P L O

T D

A T E p w h a n s o n in c -p w .b e n tl e y .c o m :h a n s o n -p w -0

D o c u m e n ts Jo b s

H

A T

O -1

C

A D C

A D S h e e ts C -S h t\

-1

-C

-s h t-rd y P ln -0

-O

R I.

d g n

F

IL

E N

A M

E

:0

:1

A

M

1 10/27/23 ADDENDUM NO.1

TS

TS

EM

P O

T

S ta

.5

P O

T

S ta

.5

1279 1280+00 1281 1282 1283 1284 1285+00 1286 1287 1288 1289 1290+00 1291 1292 1293 1294

1000+00 1001 1002 1003 1004 1005+00 1006 1007 1008 1009

6 7 8 9 10+00 11 12 13 14 15+00 16 17 18

33 34 35+00 36 37 38 39 40+00 41 42 43 44 45+00 46 47

6 7 8 9 10+00 11 12 13 14 15+00 16 17 18

REMOVAL LEGEND PROPOSED LEGEND

CLASS B PATCHES, TYPE II, 6 INCH (44200905)

5 JOINT OR CRACK FILLING (45200300)

WARM-MIX ASPHALT SURFACE COURSE, MIX "D", N70 (JI406510), 2" 6

ACCELERATED PORTLAND CEMENT CONCRETE PATCHING, CLASS B, TYPE II, 11 INCHES (JI442863)

ACCELERATED PORTLAND CEMENT CONCRETE PATCHING, CLASS B, TYPE III, 11 INCHES (JI442864)

STONE MATRIX WARM MIX ASPHALT SURFACE FRICTION COURSE, IL-12.5, N80 (JI406048), 2"

HOT-MIX ASPHALT SURFACE REMOVAL, 2" (44000157), SHOULDER

HOT-MIX ASPHALT SURFACE REMOVAL, 2" (44000157), RAMP LANE

AGGREGATE SHOULDERS, TYPE B (JI481050), 2"

ASPHALT TACK COAT (NON-TRACKING) (JI406108)

WB I-90

EB I-90

RAMP D

RAMP C

N

M A

T

A

R A

S T

A

R A

D

M A

T

A

(I

M A

T

G

N O

O

A D

EX £ RAMP C

EX £ RAMP C

EX £ RAMP D

RAMP D, STA 6+3.39

PROJECT LIMIT

RAMP C, STA 6+44.14

PROJECT LIMIT

STA 11+52.59 TO STA 11+96.52

RESURFACING OMISSION

RAMP C/D, STA 6+18.55

PROJECT LIMIT

EX £ GENOA ROAD

2 3

1 3

2 3

2 3

UNDERNEATH THE SMA SURFACE AT THE LONGITUDINAL JOINT.

LONGITUDINAL JOINT SEALANT (JI420906) SHALL BE PLACED

IF LONGITUDINAL JOINTS ARE INTRODUCED IN RAMP SMA PAVING,

NOTE:

RAMP C, STA 6+71.01

PROJECT LIMIT

Addendum No. 1 1 of 6 10/27/2023

Capital Program

PRE-BID MEETING MINUTES

MEETING PURPOSE: Optional Pre-Bid Meeting - Contract RR-23-4915

MEETING DATE: October 4, 2023

MEETING TIME: 2:00 pm

CHAIRPERSON: Kathi Hacking – Senior Contract Negotiator

LOCATION: Illinois Tollway WebEx

TOPICS TO BE DISCUSSED:

1.0 Open: Welcome; Self-introduction by Procurement Representative

2.0 Self-Introduction of Presenters

2.1 Tollway Procurement – Contract Services – Kathi Hacking

2.2 Tollway Procurement – Contract Compliance – Michelle Gross

2.3 Tollway – Diversity – Tim Coleman

2.4 Tollway – Engineering Project Manager – Don Wittmer

2.5 Design Section Engineer – Mark Heaton

3.0 Brief Project Description

The improvements to be constructed under this contract will be performed along the Jane Addams Memorial Tollway (I-90) at Genoa Road, Mile Post 25.0 in Boone County, Illinois.

The work under this contract includes ramp pavement repairs, hot-mix asphalt removal, PCC patching, asphalt overlay, warm-mix asphalt shoulder, aggregate shoulder improvements, permanent pavement marking, maintenance of traffic, and other miscellaneous work.

4.0 Advertisement Schedules

4.1 Plan Holder questions should be provided to 4564D.4915_Questions@docs.e-builder.net as identified on Page A-1

4.2 Final Date for Plan Holder Questions – October 13, 2023, at 2:00 pm.

4.3 Bid Opening Date – November 3, 2023

4.4 See construction contract book Volume I sections CONSTRUCTION BID CHECKLIST and INSTRUCTION AND INFORMATION TO BIDDERS for more information regarding required documents to be submitted with the bid.

4.5 The system will not accept late submittals.

Addendum No. 1 2 of 6 10/27/2023

Capital Program

PRE-BID MEETING MINUTES

5.0 Compliance Goals

5.1 Disadvantaged Business Enterprise Program (DBE) – 24%

5.2 Veteran-Owned Small Business Program (VOSB) – 3%

5.3 Workforce

5.3.1 Equal Employment Opportunity (EEO)

Minority 6.3% Female 6.9%

6.0 Diversity Programs – Overview of Available Programs

To assist the contracting community, the Tollway has the following programs available.

6.1 Bid Credit Programs. This contract has a bid credit cap of $30,000. The prime must own and submit a bid credit certificate in order to use a subcontractor’s certificate.

6.2 This is very important! Primes cannot submit the bid credits of a subcontractor without also submitting their own bid credits.

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

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

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

6.3 Resources

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

7.0 Project Schedule

7.1 SP104 Anticipated Notice-to-Proceed – February 13, 2024

The Illinois Tollway will not issue the Notice to Proceed until all documents required by the Contract, including bonding and insurance requirements, are submitted by the Contractor, and approved by the Illinois Tollway.

7.2 SP 103.3 Interim Completion Date (Ramp A: EB I-90 Exit Ramp to Genoa Road) – Maximum of one (1) overnight closure.

7.3 SP 103.4 Interim Completion Date – (Ramp C: WB I-90 Entrance Ramp from Genoa Road) – Maximum of three (3) overnight closures.

7.4 SP 103.5 Interim Completion Date – (Ramp D: WB I-90 Exit Ramp to Genoa Road) – Maximum of three (3) overnight closures.

7.5 SP 103.2 Substantial Completion Date – June 17, 2024

7.6 SP 103.1 Contract Completion Date – July 29, 2024

8.0 Special Items to Note

8.1 Ramp Closures and Detour Coordination.

The contract includes various short duration ramp detours requiring coordination with several different jurisdictions as noted in the plans and special provisions.

Addendum No. 1 3 of 6 10/27/2023

Capital Program

PRE-BID MEETING MINUTES

9.0 Responses to Plan Holder Questions

9.1 No questions have been received to date.

9.2 Addendum No 1 scheduled to be published the week of October 23, 2023.

10.0 Open Discussion / Questions

10.1 As a reminder, any questions need to be sent to 4564D.4915_Questions@docs.e-builder.net by October 13, 2023, at 2:00 pm.

Addendum No. 1

10/27/2023

Addendum No. 1

Webinar Name Webinar Start Time Webinar End Time Display Name Attendee Email Join Time Leave Time 2023-10-04 13:45:41 2023-10-04 14:09:38 Andre Hammel ahammel@icutechassist.net 2023-10-04 14:00:24 2023-10-04 14:09:43 2023-10-04 13:45:41 2023-10-04 14:09:38 Belynzia Coleman bcoleman@getipass.com 2023-10-04 14:00:53 2023-10-04 14:09:43 2023-10-04 13:45:41 2023-10-04 14:09:38 Call-in User_2 (630204****) 2023-10-04 13:56:22 2023-10-04 14:09:43 2023-10-04 13:45:41 2023-10-04 14:09:38 Call-in User_3 (847456****) 2023-10-04 14:03:47 2023-10-04 14:09:25 2023-10-04 13:45:41 2023-10-04 14:09:38 Don Wittmer dwittmer@getipass.com 2023-10-04 13:58:42 2023-10-04 14:09:27 2023-10-04 13:45:41 2023-10-04 14:09:38 Evangeline esanchez@currancontracting.com 2023-10-04 14:02:59 2023-10-04 14:09:27 2023-10-04 13:45:41 2023-10-04 14:09:38 Gregory Pipkin gpipkin@getipass.com 2023-10-04 13:57:02 2023-10-04 14:09:43 2023-10-04 13:45:41 2023-10-04 14:09:38 John Harling jharling@rockroads.com 2023-10-04 13:59:04 2023-10-04 14:09:38 2023-10-04 13:45:41 2023-10-04 14:09:38 Kathi Hacking khacking@getipass.com 2023-10-04 13:45:56 2023-10-04 14:09:37 2023-10-04 13:45:41 2023-10-04 14:09:38 L MYERS lmyers@getipass.com 2023-10-04 13:55:26 2023-10-04 14:09:43 2023-10-04 13:45:41 2023-10-04 14:09:38 Marcita Hinton mhinton@getipass.com 2023-10-04 14:01:37 2023-10-04 14:09:31 2023-10-04 13:45:41 2023-10-04 14:09:38 Mark Heaton mheaton@hanson-inc.com 2023-10-04 13:55:51 2023-10-04 14:09:27 2023-10-04 13:45:41 2023-10-04 14:09:38 Michelle Gross mgross@getipass.com 2023-10-04 13:59:10 2023-10-04 14:09:24 2023-10-04 13:45:41 2023-10-04 14:09:38 Ruth Howe rahowe@getipass.com 2023-10-04 13:50:04 2023-10-04 14:09:38 2023-10-04 13:45:41 2023-10-04 14:09:38 Sherita Kelly skelly@getipass.com 2023-10-04 13:59:12 2023-10-04 14:09:43 2023-10-04 13:45:41 2023-10-04 14:09:38 Timothy Coleman tjcoleman@getipass.com 2023-10-04 13:46:50 2023-10-04 14:09:24 2023-10-04 13:45:41 2023-10-04 14:09:38 Vanessa Ramos vramos@getipass.com 2023-10-04 13:59:35 2023-10-04 14:09:43

RR-23-4915 Optional Pre-Bid Attendance

Optional Pre-Bid Meeting RR-23-4915 Jane Addams Memorial Tollway (I-90)

Ramp Pavement Repairs at Genoa Road Mile Post 25.0

Illinois State Toll Highway Authority Contract No. RR-23-4915 Addendum No. 1