I-24-4979_Addendum No 4_02102025.pdf

Illinois State Toll Highway Authority Contract No. I-24-4979 Addendum No. 4 Page 1 of 2 2/10/2025

ADDENDUM NO. No. 4

TO

CONTRACT REQUIREMENTS

FOR CONTRACT I-24-4979

ILLINOIS STATE TOLL HIGHWAY AUTHORITY

Date: 2/10/2025

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, February 20, 2025.

NOTICE OF REVISION TO CONTRACT

NOTES:

1. The following revised Special Provision pages are included in the Contract with this Addendum: J-301R and J- 305R.

2. The following new Special Provision pages are included in the Contract with this Addendum: J-300A through J-300F.

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

Drawings 273A.

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

Illinois State Toll Highway Authority Contract No. I-24-4979 Addendum No. 4 Page 2 of 2 2/10/2025

CHANGES TO THE CONTRACT REQUIREMENTS

CHANGES TO THE CONTRACT SPECIAL PROVISIONS

Change #1 Contract Requirements, Volume II, add the following Special Provision J-300A through and J-300F.

These new pages contain the following information (attached):

1.1. NETWORK EQUIPMENT (Illinois Tollway).

Change #2 Contract Requirements, Volume II, replace pages J-301 with J-301R. This change contains the following revision (attached):

2.1. Removed references to Plazas 10 and 12.

Change #3 Contract Requirements, Volume II, replace pages J-305 with J-305R. This change contains the following revision (attached):

3.1. Removed NETWORK EQUIPMENT, TYPE 1 and NETWORK EQUIPMENT, TYPE 2 from Basis of Payment

Table.

CHANGES TO THE CONTRACT DRAWINGS

Change #4 Contract Plans, Drawing 273A. Overhead Sign Structure Monotube Type (Steel) AET Ramp Foundation

Details. This new drawing contains the following revisions (attached):

4.1. Details for the monotube foundation behind the existing barrier.

END OF ADDENDUM CHANGES

Contract I-24-4979 J-300A February 10, 2025 Addendum No. 4

NETWORK EQUIPMENT

Description. This work shall consist of furnishing, installing, and testing IT network equipment, coordinating with the Engineer and the Tollway personnel to configure/provision the network equipment, installation of provisioned network equipment in the plaza buildings and providing integration support, per the contract plans and as directed by the Engineer, as part of a fully functional communication network node.

Network equipment connection and integration into the Tollway fiber optic network will be done by others.

The work under this special provision shall be performed at the proposed toll plaza location within the contract limits, listed below:

• Location 1: Plaza 10: WB I-90 EXIT TO BARRINGTON ROAD

• Location 2: Plaza 12: WB I-90 EXIT TO ROSELLE ROAD

• Location 5: Plaza 18: ARLINGTON HEIGHTS ROAD ENTRANCE TO WB I-90

Materials. The Contractor shall procure the following network equipment configurations. No substitutions shall be allowed unless it is approved, in writing, by the Tollway. Installation of these network configurations in the plaza building noted herein, shall be as shown on the plans.

NETWORK EQUIPMENT, TYPE 1

Item No.

Vendor Model No. Item Description Quantity

1 CISCO C9300-48U-A

Catalyst 9300 48-port modular uplinks UPOE, Network Advantage

2 CISCO C9300-DNA-A-48-5Y

C9300 Cisco DNA Advantage, 48-port, 5 Year Term license

3 CISCO S9300UK9-1612

Cisco Catalyst 9300 XE 16.12

UNIVERSAL

4 CISCO PWR-C1-1100WAC-P

1100W AC 80+ platinum Config 1 Power Supply

5 CISCO

PWR-C1-1100WAC-

P/2 1100W AC 80+ platinum Config 1 Secondary Power Supply

6 CISCO C9300-NM-8X

Catalyst 9300 8 x 10GE Network Module

7 CISCO CAB-TA-NA

North America AC Type A Power Cable

8 CISCO STACK-T1-50CM StackWise-480 50cm Stacking Cable 1

9 CISCO CAB-SPWR-30CM

Catalyst 3850 StackPower Cable 30cm

10 CISCO CON-SNT-C93004UA

SNTC-8X5XNBD Cisco Catalyst 9300 48 Port (Extended service agreement)

Contract I-24-4979 J-300B February 10, 2025

NETWORK EQUIPMENT, TYPE 2

No.

Vendor Model No. Item Description Quantity

1 CISCO C9300-24U-A

Catalyst 9300 24-port modular uplinks UPOE, Network Advantage

2 CISCO C9300-DNA-A-24-5Y

C9300 Cisco DNA Advantage, 24-port, 5 Year Term license

3 CISCO S9300UK9-1612

Cisco Catalyst 9300 XE 16.12

UNIVERSAL

4 CISCO PWR-C1-1100WAC-P

1100W AC 80+ platinum Config 1 Power Supply

5 CISCO PWR-C1-1100WAC-P/2

1100W AC 80+ platinum Config 1 Secondary Power Supply

6 CISCO C9300-NM-8X

Catalyst 9300 8 x 10GE Network Module

7 CISCO CAB-TA-NA

North America AC Type A Power Cable

8 CISCO STACK-T1-50CM StackWise-480 50cm Stacking Cable 1

9 CISCO CAB-SPWR-30CM

Catalyst 3850 StackPower Cable 30cm

10 CISCO CON-SNT-C93002UA

SNTC-8X5XNBD Cisco Catalyst 9300 24 Port (Extended service agreement)

The Contractor shall procure the following single mode fiber optic duplex jumpers for network equipment connections and provide them to the Engineer. No substitutions shall be allowed unless it is approved, in writing, by the Tollway. No network equipment connections shall be performed by the Contractor.

FIBER OPTIC CONNECTOR, SC-LC, SINGLE MODE DUPLEX

Vendor Model No. Item Description

CORNING 047202R5Z20002M SC-LC DUPLEX, Single Mode Fiber Optic Jumper, 2M

The Contractor shall procure the following types of single mode fiber optic transceivers to connect the network equipment to the Tollway fiber trunk cables. The Contractor shall be responsible for the safekeeping of all the fiber optic transceivers, till the time they are installed in the network switches, as noted on the plans. No substitutions shall be allowed unless it is approved, in writing, by the Tollway.

Contract I-24-4979 J-300C February 10, 2025

FIBER OPTIC TRANSCEIVER, TYPE 1

CISCO GLC-LH-SMD=

1000BASE-LX/LH SFP transceiver module, MMF/SMF, 1310nm, DOM

FIBER OPTIC TRANSCEIVER, TYPE 2

CISCO SFP-10G-LR= 10GBASE-LR SFP Module

CONSTRUCTION REQUIREMENTS

The Contractor shall closely coordinate with the Engineer for notifying Tollway personnel and installation of the network equipment in the plaza buildings noted herein. This includes, but is not limited to, the following:

Pre-Procurement Meeting and Documentation Approval

• The Contractor shall submit for approval to the Engineer, within 10 business days from NTP, a detailed schedule showing dates for: product submittals and approvals; network equipment provisioning and configuration by the Illinois Tollway; construction/installation; warranty of each network equipment configuration and fiber optic transceiver type. This detailed schedule shall be included in the project schedule, as required per Illinois Tollway Supplemental Specifications Article 108.02.

• Schedules for each network equipment to be deployed within the larger construction contract and shall be staggered based on resources to be employed.

• The Contractor shall make all submissions to the Engineer through the Illinois Tollway Web Based Program Management (WBPM).

• The Contractor must obtain approval of the schedule, catalog cut sheets and equipment installation details from the Engineer prior to purchasing any equipment and subsequently performing the installation per the approved documents, contract plans, and specifications.

• All software, licensing and support agreements shall be registered with the Illinois Tollway.

Pre-Installation Requirements

• The Contractor shall notify the Engineer fourteen (14) days prior to ordering the specified network equipment and other material specified herein.

• Thirty (30) days prior to the scheduled field installation of network equipment, the Contractor shall notify the Engineer of the anticipated delivery date of any network equipment to the Illinois Tollway Central Administration (CA) Building for configuration/provisioning and attaching a Illinois Tollway Property Tag (asset control M label) prior to installation by the Contractor, the IT unit and inventory administrator.

Contract I-24-4979 J-300D February 10, 2025 o The Contractor shall provide a form to the Engineer during acceptance of the equipment at CA showing the equipment, each equipment specific serial number, and the field location of each piece of equipment. This form will be signed by both the Engineer and the Contractor.

o The Illinois Tollway shall have a minimum of 10 business days to configure/provision the network equipment.

o The Contractor shall take possession of the devices from the Illinois Tollway upon notification by the Engineer of configuration/provisioning completion and attachment of the Illinois Tollway Property tag.

Network Equipment Installation

• The Contractor shall install the network equipment in the existing equipment racks inside the existing plaza buildings, as noted on the plans or as per the manufacturer’s recommendations.

• The Contractor shall install the fiber optic transceivers in the network equipment and leave them capped, as shown on the plans. All connections to the Tollway fiber optic trunk cables shall be done by Tollway.

• The Contractor shall provide the single mode fiber optic jumpers to the Tollway for final network equipment connections, as specified herein.

• The Contractor shall follow the Illinois Tollway ITS Labeling Guide for all labeling of components. The manual can be found on the Illinois Tollway’s main website.

Testing. The following tests are required to be performed by the Contractor after the installation of the network equipment in the plaza buildings.

• Site Test

Site Testing. The purpose of the Site Test is to have the Contractor demonstrate to the Engineer that all network equipment and related components, configured/provisioned by Tollway, have been installed and labeled correctly as per contract plans and as per the manufactures requirements, utilizing quality workmanship before being connected to the Illinois Tollway switch and communications system.

All final connections to the network equipment shall be done by Tollway personnel.

For the Site Test to be accepted, the Contractor shall demonstrate to the Engineer that:

• The installation has been performed as per contract plans and as per the manufacturer’s recommendations.

• All connections are tight and cannot be dislodged by incidental contact.

• All network equipment and components have been properly labeled as per the Illinois Tollway ITS Labeling Guide (located on the Illinois Tollway website).

System tests and Final Acceptance tests after the installation of the network equipment shall be performed by the Tollway. If any network equipment or component, noted herein, is deemed defective or fails the system test, the Contractor shall replace the item(s) at no additional cost to the Tollway, as specified.

For the IT network, the Tollway shall be responsible for integrating the network equipment into the Tollway communication network and establish communication to the equipment over the fiber optic backbone. The Contractor’s representative shall be available on-site during the integration

Contract I-24-4979 J-300E February 10, 2025 work.

Warranty. All network equipment and related components shall be warranted and guaranteed against defects and/or failure in design, materials and workmanship for a minimum of one (1) year from the date of Final System Acceptance, as recorded by the Engineer. The Contractor shall submit the warranty terms as part of the shop drawing submittal for each material item.

The warranty shall provide that, in the event of a malfunction during the warranty period, the defective system component shall be replaced with a new component by the manufacturer or his/her representative within five (5) business days.

Any component that, in the opinion of the Engineer, fails three (3) times prior to the expiration of the warranty will be judged as unsuitable and shall be replaced by the device manufacturer or representative with a new component of the same type at no additional cost to the Illinois Tollway.

The unsuitable component shall be permanently removed from the project. A failure shall also be defined as the field device becoming unable to comply with all applicable standards.

Any repairs made by the device manufacturer or representative shall be documented and that documentation shall be returned with the warranty repaired units. This documentation shall include an explanation of the exact repairs made and identification of parts replaced by part number and circuit number.

The warranty period shall not begin until the date that the Illinois Tollway issues final acceptance to the project, as recorded by the Engineer.

Method of Measurement. The work for NETWORK EQUIPMENT will be measured in units of each, completed in place and accepted.

The work for FIBER OPTIC TRANSCEIVER will be measured in units of each, completed in place and accepted.

The work for FIBER OPTIC CONNECTOR, SC-LC, SINGLE MODE DUPLEX will be measured in units of each, completed in place and accepted.

Basis of payment. This work will be paid for at the contract unit price per each for network equipment of the type noted, as shown in the plans.

This work will be paid for at the contract unit price per each for fiber optic transceiver of the type noted, as shown in the plans.

Fiber optic connectors will be paid for at the contract unit price per each for fiber optic connector, SC-LC, single mode duplex as shown on the plans.

The payment to the Contractor will adhere to the following schedule:

Twenty percent (20%) of the contract unit price will be paid upon receipt of submission and approval of all product submittal documentation and shop drawings.

Eighty percent (80%) of the contract unit price will be paid at completion of the installation of the

Contract I-24-4979 J-300F February 10, 2025 provisioned network equipment at the plaza locations, as shown on the plans, and accepted by the Engineer. Written (via WBPM) approval from the Engineer that all local site tests have been accepted is required before payment is released.

Pay Item Number Designation

Unit of Measure

JT160510 FIBER OPTIC TRANSCEIVER, TYPE 1 EACH

JT160515 FIBER OPTIC TRANSCEIVER, TYPE 2 EACH

JT160540 FIBER OPTIC CONNECTOR, SC-LC, SINGLE

MODE DUPLEX

EACH

JT160610 NETWORK EQUIPMENT, TYPE 1 EACH

JT160615 NETWORK EQUIPMENT, TYPE 2 EACH

Contract I-24-4979 J-301R February 10, 2025

ITS NETWORK EQUIPMENT (Illinois Tollway)

Effective: March 1, 2022 Revised: May 24, 2024

Description. This work shall consist of furnishing, installing, and testing ITS network equipment, coordinating with the Engineer and the Tollway personnel to configure/provision the network equipment, installation of provisioned network equipment in the IPDC or plaza buildings and providing integration support, per the contract plans and as directed by the Engineer, as part of a fully functional communication network node.

Network equipment connection and integration into the Tollway ITS fiber optic network will be done by others.

The work under this special provision shall be performed at the proposed IPDC or toll plaza location within the contract limits, listed below:

The location(s) of the work are listed below:

• Location 6: Plaza 18: EB I-90 EXIT TO ARLINGTON HEIGHTS ROAD

Materials. The Contractor shall procure the following network equipment configurations. No substitutions shall be allowed unless it is approved, in writing, by the Tollway. Installation of these network configurations in the plaza building noted herein, shall be as shown on the plans.

NETWORK EQUIPMENT, TYPE 3

No.

Vendor Model No. Item Description Quantity

1 CISCO C9300-24P-A

Catalyst 9300 24-port modular uplinks, PoE+, Network Advantage

2 CISCO C9300-DNA-A-24-7Y

C9300 Cisco DNA Advantage, 24-port, 7 Year Term license

3 CISCO S9300UK9-1612

Cisco Catalyst 9300 XE 16.12

UNIVERSAL

4 CISCO PWR-C1-715WAC-P

715W AC 80+ platinum Config 1 Power Supply

5 CISCO PWR-C1-715WAC-P/2

715W AC 80+ platinum Config 1 Secondary Power Supply

6 CISCO C9300-NM-8X

Catalyst 9300 8 x 10GE Network Module

7 CISCO CAB-TA-NA

North America AC Type A Power Cable

8 CISCO STACK-T1-50CM StackWise-480 50cm Stacking Cable 2

9 CISCO CAB-SPWR-30CM

Catalyst 3850 StackPower Cable 30cm

Contract I-24-4979 J-305R February 10, 2025

The work for FIBER OPTIC CONNECTOR, SC-LC, SINGLE MODE DUPLEX will be measured in units of each.

Basis of payment. This work will be paid for at the contract unit price per each for network equipment of the type noted, as shown in the plans.

This work will be paid for at the contract unit price per each for fiber optic transceiver of the type noted, as shown in the plans.

Fiber optic connectors will be paid for at the contract unit price per each for fiber optic connector, SC-LC, single mode duplex, as shown on the plans.

The payment to the Contractor will adhere to the following schedule:

Ten percent (10%) of the contract unit price will be paid upon receipt of submission and approval of all product submittal documentation, calculations, and shop drawings.

Progress payments will be made thereafter as the work progresses in accordance with the schedule of values provided by the contractor and agreed to by the engineer, provided that no less than ninety-five percent (95%) of the contract unit price is paid after installation and acceptance by the Engineer.

The remaining five percent (5%) of the contract until price will be paid after the Final System Acceptance. Written approval from the Engineer via the Illinois Tollway’s WBPM system of Final Acceptance is required before the final payment is released.

Pay Item Number

Designation Unit of

Measure

JT160510 FIBER OPTIC TRANSCEIVER, TYPE 1 EACH

JT160515 FIBER OPTIC TRANSCEIVER, TYPE 2 EACH

JT160540 FIBER OPTIC CONNECTOR, SC-LC, SINGLE MODE

DUPLEX

EACH

JT160620 NETWORK EQUIPMENT, TYPE 3 EACH

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.

288273A

SHEET NO.

SAK

DESIGNED BY: DATE:

SAK

DATE:

BWS

CHECKED BY: DATE:

DRAWN BY:

MILESTONE:

STR-309A

FOUNDATION DETAILS

MONOTUBE TYPE (STEEL) AET RAMP

OVERHEAD SIGN STRUCTURE

THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY2/10/2025

2/10/2025

CONTRACT NO.I-24-4979

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FINAL

REVISIONS

P 773.775.4009 | www.ciorba.com

8725 W. Higgins Rd, Ste 600, Chicago, IL 60631

2/10/2025

SECTION A-A

SIDE ELEVATION

A A

3'-6"

C L

CL.

3"

SEE NOTE A

CONDUIT

CONST. JT.

BONDED

B E

L O

W G

R A

D E

M

I N

4'-6"

3"

T H

R E

A D

G A

L V

A N

IZ

E

D

� /TEMPLATE½" SETTING

NUT & WASHER (TYP.)

HEAVY HEX LEVELING

WASHERS (TYP.)

HEAVY HEX NUTS &

½

½

1½" ANCHOR �

" 8

T H

R E

A D

ANCHOR BOLT ASSEMBLY ANCHOR PLATE / SETTING PLATE

"L

"M"

BAR "L"

3'-0"

"M"

4'-2" d1(E) 3'-0" d1(E), EACH SIDE

(I N

P A

IR

S u (E u(E)

B

2'-0"

SEE NOTE A

CONDUIT

VIEW C-C

VIEW B-B

T Y

P

C L

12" CTS. F.F.

5-#6 d1(E) AT

C L

FRAME COLUMN

v(E)

AT 6" PITCH

REINFORCEMENT

#4 s(E) SPIRAL s(E)

(I N

P A

IR

S u

(E

A T

C T

S

"C

PLAZA FRAMES

FOUNDATION FOR

TOP OF CONCRETE

¡ PLAZA FRAMES

C

O L U

M N

O F

P L A

Z A

F R

A M

E S

3'-6" � DRILLED SHAFT

COLUMN OF PLAZA FRAMES,

3'-6" � DRILLED SHAFT

COLUMN OF PLAZA FRAMES,

NOTE A:

BE ALLOWED.

REINFORCEMENT. CUTTING OF REINFORCEMENT SHALL NOT

ELECTRICAL PLANS. CONDUITS SHALL BE PLACED TO MISS

COORDINATE CONDUIT SIZE, LOCATION AND QUANTITY WITH

D R

IL

L E

D S

H A

F T

B

(SEE ELECTRICAL PLANS)

CAP BOTH ENDS

CONDUITS - THREAD AND

GALVANIZED STEEL

½" SETTING

1½" ANCHOR

"N" "0"

HSS 16x0.500

HSS 18x0.500

FRAME COLUMN

2'-0"

2'-2"

1'-4"

1'-6"

SIZE LENGTH SHAPE

FOUNDATIONS:

ANCHOR BOLTS

12-1½" �

FOR 1½" � ANCHOR BOLTS.

12-1¾" � HOLES, EQ. SPA.

FOUNDATION FOR PLAZA FRAMES

PLAZA FRAMES,

3'-6" � DRILLED SHAFT

COLUMN OF PLAZA FRAMES, *

PLAZA FRAMES

FOUNDATION FOR

PLAZA FRAMES,

ELEV. C

ELEV. A OR

BARS d1(E), u(E) u(E) v(E) s(E) d1(E)

TOP AND BOTTOM

3 EXTRA TURNS MIN.

M

IN

5'-7"

LEGEND:

BAR

UNITITEM

10.7

ESTIMATED QUANTITY

CTS. - CENTERS

B.F. - BACK FACE

F.F. - FRONT FACE

1½" � ANCHOR BOLTS

FOR � BOLT CIRCLE OF

SEE SHEET 2 OF THIS SERIES

3'-6" � DRILLED SHAFT

DRILLED SHAFT

3'-6" DIAMETER

DRILLED SHAFT

3'-6" ø

TYP.

6"

4'-0"

FOR � BOLT CIRCLE

OF THIS SERIES

SEE SHEET 2

FOR � BOLT CIRCLE

SEE SHEET 2 OF THIS SERIES

I.D. (OPEN)

"O"

"N" O.D. �

OR 1" RADIUS (TYP.)

¾" X 45° CHAMFER

C L A

S S

S I C

O N

C R

E T

E C

L A

S S

D S

C O

N C

R E

T E

CLASS SI CONCRETE

CLASS DS CONCRETE

CU. YD.

POUND

CU. YD.

EPOXY COATED

REINFORCEMENT BARS

SQ. YD.PROTECTIVE COAT 8.7

BAR LIST-ONE FOUNDATION

DIMENSIONS NEED TO BE MODIFIED.

SHALL NOTIFY THE ENGINEER TO DETERMINE IF THE FOUNDATION

FIELD ARE DIFFERENT THAN THOSE INDICATED, THE CONTRACTOR

OF SITE SPECIFIC DESIGNS. IF CONDITIONS ENCOUNTERED IN THE

AND THE FOUNDATION DIMENSIONS SHOWN SHALL BE THE RESULT

ARE INDICATED, THE BORING DATA SHALL BE INCLUDED IN THE PLANS

SOIL INVESTIGATIONS AT THE JOBSITE. WHEN OTHER CONDITIONS

(QU) > 1.25 TON/SQ. FT. WHICH MUST BE DETERMINED BY PREVIOUS

CLAY), WITH AN AVERAGE UNCONFINED COMPRESSIVE STRENGTH

OF MOSTLY COMMON COHESIVE SOIL CONDITIONS (SILTY OR SANDY

THE FOUNDATION DETAILS SHOWN ARE BASED ON THE PRESENCE

4.0

10'-2"

35'-7"

35'-7"

11'-7"

3,670

LENGTH ACCORDINGLY IF "C" IS GREATER THAN 10".

BAR LENGTH IS COMPUTED USING "C" = 10". ADJUST BAR

IF "C" IS GREATER THAN 10".

COMPUTED USING "C" = 10". ADJUST LENGTH ACCORDINGLY

THE LENGTH OF SPIRAL SHOWN IS THE HEIGHT OF SPIRAL,

LOCK WASHER (TYP.)

HEAVY HEX NUT &

HEAVY HEX LOCK NUT,

#5

#11

#4

#6

EQ. SPA.

16-#11 v(E)

FOR PLAZA FRAMES

CONCRETE BARRIER FOUNDATION

FOUNDATION

MONOTUBE

OR D2

ELEV. D1

M

IN

(1

V A

R

IE

S

TOP FACES OF THE BARRIER AND TOP OF GUTTER.

PROTECTIVE COAT SHALL BE APPLIED TO THE TRAFFIC AND 3.

INDICATED ON THE PLANS.

SITE GROUNDING ELECTRODE SYSTEM TO BE PROVIDED AS 2.

10", ADJUST QUANTITIES ACCORDINGLY.

DETERMINED USING "C" = 10". IF DIMENSION "C" IS GREATER THAN

QUANTITIES FOR CONCRETE BARRIER FOUNDATION ARE 1,

NOTES:

NO.

4 2/10/2025 ADDENDUM NO. 4 - NEW SHEET

CONTRACT No: I-24-4979 Requests for Information Received from Plan Holders

Illinois State Toll Highway Authority Page 1 of 4 2/10/2025 Contract I-24-4979

The following are responses to questions received from Plan Holders no later than 2:00 pm local time on February 6, 2025. The responses below supersede any responses in Addendum No. 1 and Addendum No. 3.

Question No. 1: Reference Drawings 91,160 and 265. Each drawing is a detail for the 3ea prefabricated control building foundations. There are 3 pay items for the control building foundations, pay items JT131651, JT131652 and JT131656. However, it appears pay items 20700220, 50300300, 50200100, 50300225 and 50800205 are also for the same foundations.

Please clarify which pay items these 3ea prefabricated control building foundations will be paid under.

Answer: The DSE has designed the prefabricated control building foundations per drawings 91, 160, and 265.The prefabricated control building foundations will be paid under pay items JT131651, JT131652, and JT131656. The pay items 20700220, 50300300, 50200100, 50300225 and 50800205 shown on these sheets are shown as “For Information Only” to provide a basis for the lump sum pay items.

Question No. 2: Reference Drawing 17. Drawing 17 details the temporary concrete barrier schedule. However, there appears to be discrepancies between the schedule and the plan views.

a. For Plaza 10, Stage 1 – Please clarify if the 2 relocate quantities are correct.

b. For Plaza 12, Stage 1 – Please clarify if the 2 relocate quantities are correct.

c. For Plaza 12, Stage 5. – Please provide a plan view drawing for this stage.

d. For Plaza 18 (EB)- Please clarify if the 1 relocate quantity is correct.

Answer: Additional relocations are provided in Stage 1 to mobilize a crane to set the new buildings during a ramp closure and then to reestablish the Stage 1 work zone. Quantities have been adjusted and a note added for the purpose of the relocations.

A plan view for Plaza 12, Stage 5 has been added.

Question No. 3: Reference Drawings 30 and 99. Stage 2 indicates pinning of the temporary concrete barrier wall. Please confirm pinning of the temporary barrier wall is incidental.

Answer: Per Section 704.09 of the Temporary Concrete Barrier, Cross-Bolt Connection special provision “Furnishing and installing anchor pins will not be paid for separately but will be included in the unit price for TEMPORARY CONCRETE BARRIER, CROSS-BOLT CONNECTION or RELOCATE TEMPORARY CONCRETE BARRIER, CROSS-BOLT

CONNECTION.”

Illinois State Toll Highway Authority Page 2 of 4 2/10/2025

Question No. 4: Reference Drawing 169. Drawing 169 note 6 indicates “CONCRETE BARRIER

AND BASE DETAILED ON THIS SHEET WILL BE PAID UNDER THE ITEMS: CONCRETE

STRUCTURES, REINFORCEMNT BARS, EPOXY COATED AND PROTECTIVE COAT.” However, the noted pay items for this project do not appear to include this quantity. It appears pay items JT637400 and JT637401 are being used for this barrier wall and base. Please clarify how the concrete barrier and base shown on drawing 169 will be paid.

Answer: Concrete barrier and base should be paid for according to JT637400 and JT637401.

Note 6 is removed.

Question No. 5: Reference Drawing 272. Drawing 272 note 5 indicates “OUTSIDE SHOULDER

CONCRETE BARRIER AND BASE DETAILED ON THIS SHEET WILL BE PAID FOR UNDER THE

ITEMS: CONCRETE STRUCTURES, REINFORCEMNT BARS, EPOXY COATED AND

PROTECTIVE COAT.” However, the noted pay items for this project do not appear to include this quantity. It appears pay items JT637400 and JT637401 are being used for this barrier wall and base.

Please clarify how the concrete barrier and base shown on drawing 272 will be paid.

Answer: Concrete barrier and base should be paid for according to JT637400 and JT637401.

Note 5 is removed.

Question No. 6: Reference pay item JS734F10. The pay item for FOUNDATION FOR OVERHEAD SIGN STRUCTURE, RAMP MONOTUBE TYPE is given a quantity of 280 CU YD. However, when working off the standard tollway F drawings as referenced, the cubic yardage for sign foundations ONLY is well below the quantity. It appears the signage foundation quantity is being used for the barrier wall and base. Please clarify how the foundations for overhead sign structures will be paid as shown on drawings 161,162,266,267.

Answer: Sheets 161, 162, 266, and 267 have the correct quantity shown. The quantity for FOUNDATION FOR OVERHEAD SIGN STRUCTURE, RAMP MONOTUBE TYPE is updated on the total BOM.

Question No. 7: Reference drawings 266 and 271. The monotube sign elevation shows the right signage foundation as a 25’ foot deep drilled shaft but also references Standard F13 which uses a standard depth of 30’ feet. Please provide Standard F13, and clarify the drilled shaft depth for the entrance/exit monotube signage foundation on drawings 266 and 271.

Answer: Standard F13 was used as a reference for this sheet, but the drilled shaft depth has been modified based on the Geotechnical Engineer’s recommendations.

Question No. 8: The attached pages are from Addendum 1 for the referenced project. Can you please clarify why some of the quantities are just “XXXXX” or “XX”? See Pages 1, 2, & 6 of the PDF.

Answer: See revised pages in Addendum 3.

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Question No. 9: The revised p-pages provide an invalid bid form. Several pay items have ‘XXXX’ identified as the quantity. Please issue revised P-Pages in an addendum and with Excel attachment.

Answer: See revised pages in Addendum 3.

Question No. 10: Addendum #1 provides significant changes and approximately 80 revised/new plan sheets. Please issue a bid extension to February 18, 2025.

Answer: See Addendum 2.

Question No. 11: Addendum 1 made quite a few changes to the schedule of quantities that list the new quantity on both the Summary of Revisions, and the revised bid form as simply XXXXX. Are these items to be left on the bid form with XX as quantities and zero dollars in the Amount Column?

If not, please issue a new bid form revision, and new Summary of Revisions indicating the required quantities for these items.

Answer: See revised pages in Addendum 3.

Question No. 12: The schedule of prices does not include a separate line item for “Temporary Electrical Work”. Will a line item be added to the schedule or should this work be included in the “Plaza Electrical Work” per location?

Answer: This work shall be included in the applicable Plaza Electrical Work pay item.

Question No. 13: The schedule of prices includes Line Item JT160610 – Network Equipment, Type 1 and JT160615 – Network Equipment, Type 2. The specifications – ITS Network Equipment pages J301 thru J305 references these items, however, they do not define these items. Please define the scope of each item.

Answer: See new Network Equipment special provision and revised ITS Network Equipment special provision in Addendum No. 4.

Question No. 14: Please provide a detail for the right side monotube foundations shown on sheet

STR-303.

Answer: See drawing 273A in Addendum No. 4.

Question No. 15: Please provide a fabrication and mounting detail for pay item JT728010.

Answer: This work shall be done per Tollway Standard Drawing F18-01.

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Question No. 16: Please provide estimated quantities for pay items 72700100, 72800100, 72900100, 73400100. These pay items were added by addendum 1 but no quantities were provided in the proposal pages

Answer: See Addendum 3.

Question No. 17: Please confirm the plan quantity for pay item JS734F10. The proposal pages list 280 cy but we only come up with 103.2 cy.

Answer: See Addendum 3.