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PLEASE ATTACH

PROPOSAL GUARANTY HERE

Effective with November 2007 Letting Proposal Requirements

PROPOSAL REQUIREMENTS AND CONDITIONS

The bidder, signing and submitting this proposal, agrees and declares as a condition thereof, to be bound by the following conditions and requirements.

If the bidder has a corporate relationship with the proposal design engineering company, the bidder declares that it did not obtain any facts, data, or other information related to this proposal from the design engineering company that was not available to all bidders.

The bidder declares that they have carefully examined the site of, and the proposal, plans, specifications and contract forms for the work contemplated, and it is assumed that the bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and quantities of work to be performed and materials to be furnished, and as to the requirements of the specifications, special provisions and contract. It is mutually agreed that submission of a proposal shall be considered conclusive evidence that the bidder has made such examination.

The bidder submits herewith a proposal guaranty in proper form and amount payable to the party as designated in the advertisement inviting proposals, to be retained by and become the property of the owner of the work in the event the undersigned shall fail to execute the contract and contract bond and return the same to the office of the engineer within fourteen (14) days after having been notified in writing to do so;

otherwise to be returned.

The bidder declares that they understand that the estimate of quantities in the attached schedule is approximate only and that the attached quantities may be greater or less in accordance with the specifications.

The bidder agrees to perform the said work, for and in consideration of the payment of the amount becoming due on account of work performed, according to the unit prices bid in the following schedule, and to accept such amounts in full payment of said work.

The bidder declares that all of the said work will be performed at their own proper cost and expense, that they will furnish all necessary materials, labor, tools, machinery, apparatus, and other means of construction in the manner provided in the applicable specifications and the approved plans for the work together with all standard and special designs that may be designed on such plans, and the special provisions in the contract of which this proposal will become a part, if and when accepted. The bidder further agrees that the applicable specifications and all plans and working drawings are made a part hereof, as fully and completely as if attached hereto.

The bidder, if awarded the contract, agrees to begin the work not later than ten (10) days after the date of written notification from the engineer to do so, unless otherwise stipulated in the special provisions.

The bidder declares that if they are awarded the contract, they will execute the contract agreement and begin and complete the work within the time named herein, and they will file a good and sufficient surety bond for the amount of the contract for performance and also for the full amount of the contract for payment.

Effective with November 2007 Letting Proposal Requirements

The bidder, if awarded the contract, shall pay all claims as required by Section 779.14, Statutes of Wisconsin, and shall be subject to and discharge all liabilities for injuries pursuant to Chapter 102 of the Statutes of Wisconsin, and all acts amendatory thereto. They shall further be responsible for any damages to property or injury to persons occurring through their own negligence or that of their employees or agents, incident to the performance of work under this contract, pursuant to the Standard Specifications for Road and Bridge Construction applicable to this contract.

In connection with the performance of work under this contract, the contractor agrees to comply with all applicable state and federal statutes relating to non-discrimination in employment. No otherwise qualified person shall be excluded from employment or otherwise be subject to discrimination in employment in any manner on the basis of age, race, religion, color, gender, national origin or ancestry, disability, arrest or conviction record (in keeping with s.111.32), sexual orientation, marital status, membership in the military reserve, honesty testing, genetic testing, and outside use of lawful products. This provision shall include, but not be limited to the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation, and selection for training, including apprenticeship. The contractor further agrees to ensure equal opportunity in employment to all applicants and employees and to take affirmative action to attain a representative workforce.

The contractor agrees to post notices and posters setting forth the provisions of the nondiscrimination clause, in a conspicuous and easily accessible place, available for employees and applicants for employment.

If a state public official (section 19.42, Stats.) or an organization in which a state public official holds at least a 10% interest is a party to this agreement, this contract is voidable by the state unless appropriate disclosure is made to the State of Wisconsin Ethics Board.

Effective with August 2015 Letting Bid Preparation

BID PREPARATION

Preparing the Proposal Schedule of Items A. General

(1) Obtain bidding proposals as specified in section 102 of the standard specifications prior to 11:45 AM of the last business day preceding the letting. Submit bidding proposals using one of the following methods:

1. Electronic bid on the internet.

2. Electronic bid on a printout with accompanying diskette or CD ROM.

3. Paper bid under a waiver of the electronic submittal requirements.

(2) Bids submitted on a printout with accompanying diskette or CD ROM or paper bids submitted under a waiver of the electronic submittal requirements govern over bids submitted on the internet.

(3) The department will provide bidding information through the department’s web site at:

https://wisconsindot.gov/Pages/doing-bus/contractors/hcci/bid-let.aspx

The contractor is responsible for reviewing this web site for general notices as well as information regarding proposals in each letting. The department will also post special notices of all addenda to each proposal through this web site no later than 4:00 PM local time on the Thursday before the letting. Check the department’s web site after 5:00 PM local time on the Thursday before the letting to ensure all addenda have been accounted for before preparing the bid. When bidding using methods 1 and 2 above, check the Bid ExpressΤΜ on-line bidding exchange at http://www.bidx.com/ after 5:00 PM local time on the Thursday before the letting to ensure that the latest schedule of items Expedite file (*.ebs or *.00x) is used to submit the final bid.

(4) Interested parties can subscribe to the Bid ExpressΤΜ on-line bidding exchange by following the instructions provided at the www.bidx.com web site or by contacting:

Info Tech Inc.

5700 SW 34th Street, Suite 1235 Gainesville, FL 32608-5371 email: mailto:customer.support@bidx.com

(5) The department will address equipment and process failures, if the bidder can demonstrate that those failures were beyond their control.

(6) Contractors are responsible for checking on the issuance of addenda and for obtaining the addenda. Notice of issuance of addenda is posted on the department’s web site at:

https://wisconsindot.gov/Pages/doing-bus/contractors/hcci/bid-let.aspx or by calling the department at (608) 266-1631. Addenda can ONLY be obtained from the department’s web site listed above or by picking up the addenda at the Bureau of Highway Construction, 4th floor, 4822 Madison Yards Way, Madison, WI, during regular business hours.

(7) Addenda posted after 5:00 PM on the Thursday before the letting will be emailed to the eligible bidders for that proposal. All eligible bidders shall acknowledge receipt of the addenda whether they are bidding on the proposal or not. Not acknowledging receipt may jeopardize the awarding of the project.

https://wisconsindot.gov/Pages/doing-bus/contractors/hcci/bid-let.aspx http://www.bidx.com/ http://www.bidx.com/ mailto:customer.support@bidx.com

B. Submitting Electronic Bids B.1 On the Internet

(1) Do the following before submitting the bid:

4. Have a properly executed annual bid bond on file with the department.

5. Have a digital ID on file with and enabled by Info Tech Inc. Using this digital ID will constitute the bidder's signature for proper execution of the bidding proposal.

(2) In lieu of preparing, delivering, and submitting the proposal as specified in 102.6 and 102.9 of the standard specifications, submit the proposal on the internet as follows:

1. Download the latest schedule of items reflecting all addenda from the Bid ExpressΤΜ web site.

2. Use ExpediteΤΜ software to enter a unit price for every item in the schedule of items.

3. Submit the bid according to the requirements of ExpediteΤΜ software and the Bid ExpressΤΜ web site. Do not submit a bid on a printout with accompanying diskette or CD ROM or a paper bid. If the bidder does submit a bid on a printout with accompanying diskette or a paper bid in addition to the internet submittal, the department will disregard the internet bid

4. Submit the bid before the hour and date the Notice to Contractors designates

5. Do not sign, notarize, and return the bidding proposal described in 102.2 of the standard specifications.

(3) The department will not consider the bid accepted until the hour and date the Notice to Contractors designates.

B.2 On a Printout with Accompanying Diskette or CD ROM

(1) Download the latest schedule of items from the Wisconsin pages of the Bid Express web site reflecting the latest addenda posted on the department’s web site at:

https://wisconsindot.gov/Pages/doing-bus/contractors/hcci/bid-let.aspx

Use ExpediteΤΜ software to prepare and print the schedule of items. Provide a valid amount for all price fields. Follow instructions and review the help screens provided on the Bid ExpressΤΜ web site to assure that the schedule of items is prepared properly.

(2) Staple an 8 1/2 by 11 inch printout of the Expedite generated schedule of items to the other proposal documents submitted to the department as a part of the bidder's sealed bid. As a separate submittal, not in the sealed bid envelop but due at the same time and place as the sealed bid, also provide the ExpediteΤΜ generated schedule of items on a 3 1/2 inch computer diskette or CD ROM. Label each diskette or CD ROM with the bidder's name, the 4 character department-assigned bidder identification code from the top of the bidding proposal, and a list of the proposal numbers included on that diskette or CD ROM as indicated in the following example:

Bidder Name

BN00

Proposals: 1, 12, 14, & 22

(3) If bidding on more than one proposal in the letting, the bidder may include all proposals for that letting on one diskette or CD ROM. Include only submitted proposals with no incomplete or other files on the diskette or CD ROM.

(4) The bidder-submitted printout of the Expedite generated schedule of items is the governing contract document and must conform to the requirements of section 102 of the standard specifications. If a printout needs to be altered, cross out the printed information with ink or typewriter and enter the new information and initial it in ink. If there is a discrepancy between the printout and the diskette or CD ROM, the department will analyze the bid using the printout information.

(5) In addition to the reasons specified in section 102 of the standard specifications, proposals are irregular and the department may reject them for one or more of the following:

1. The check code printed on the bottom of the printout of the ExpediteΤΜ generated schedule of items is not the same on each page.

2. The check code printed on the printout of the ExpediteΤΜ generated schedule of items is not the same as the check code for that proposal provided on the diskette or CD ROM.

3. The diskette or CD ROM is not submitted at the time and place the department designates.

B Waiver of Electronic Submittal

(1) The bidder may request a waiver of the electronic submittal requirements. Submit a written request for a waiver in lieu of bids submitted on the internet or on a printout with accompanying diskette or CD ROM. Use the waiver that was included with the paper bid document sent to the bidder or type up a waiver on the bidder’s letterhead. The department will waive the electronic submittal requirements for a bidding entity (individual, partnership, joint venture, corporation, or limited liability company) for up to 4 individual proposals in a calendar year. The department may allow additional waivers for equipment malfunctions.

(2) Submit a schedule of items on paper conforming to section 102 of the standard specifications.

The department charges the bidder a $75 administrative fee per proposal, payable at the time and place the department designates for receiving bids, to cover the costs of data entry. The department will accept a check or money order payable to: "Wisconsin, Dept. of Transportation."

(3) In addition to the reasons specified in section 102 of the standard specifications, proposals are irregular and the department may reject them for one or more of the following:

1. The bidder fails to provide the written request for waiver of the electronic submittal requirements.

2. The bidder fails to pay the $75 administrative fee before the time the department designates for the opening of bids unless the bidder requests on the waiver that they be billed for the $75.

3. The bidder exceeds 4 waivers of electronic submittal requirements within a calendar year.

(4) In addition to the reasons specified in section 102 of the standard specifications, the department may refuse to issue bidding proposals for future contracts to a bidding entity that owes the department administrative fees for a waiver of electronic submittal requirements.

PROPOSAL BID BOND Wisconsin Department of Transportation

DT1303 1/2006

Proposal Number Project Number Letting Date

Name of Principal

Name of Surety State in Which Surety is Organized

We, the above-named Principal and the above-named Surety, are held and firmly bound unto the State of Wisconsin in the sum equal to the Proposal Guaranty for the total bid submitted for the payment to be made; we jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns. The condition of this obligation is that the Principal has submitted a bid proposal to the State of Wisconsin acting through the Department of Transportation for the improvement designated by the Proposal Number and Letting Date indicated above.

If the Principal is awarded the contract and, within the time and manner required by law after the prescribed forms are presented for signature, enters into a written contract in accordance with the bid, and files the bond with the Department of Transportation to guarantee faithful performance and payment for labor and materials, as required by law, or if the Department of Transportation shall reject all bids for the work described, then this obligation shall be null and void; otherwise, it shall be and remain in full force and effect.

In the event of failure of the Principal to enter into the contract or give the specified bond, the Principal shall pay to the Department of Transportation within 10 business days of demand a total equal to the Proposal Guaranty as liquidated damages; the liability of the Surety continues for the full amount of the obligation as stated until the obligation is paid in full.

The Surety, for value received, agrees that the obligations of it and its bond shall not be impaired or affected by any extension of time within which the Department of Transportation may accept the bid; and the Surety does waive notice of any such extension.

IN WITNESS, the Principal and Surety have agreed and have signed by their proper officers and have caused their corporate seals to be affixed this date: (DATE MUST BE ENTERED)

PRINCIPAL

(Company Name) (Affix Corporate Seal)

(Signature and Title)

(Company Name)

(Signature and Title)

(Company Name)

(Signature and Title)

(Company Name)

(Signature and Title)

NOTARY FOR PRINCIPAL

(Date)

State of Wisconsin ) ) ss.

County )

On the above date, this instrument was acknowledged before me by the named person(s).

(Signature, Notary Public, State of Wisconsin)

(Print or Type Name, Notary Public, State of Wisconsin)

(Date Commission Expires)

Notary Seal

(Name of Surety) (Affix Seal)

(Signature of Attorney-in-Fact)

NOTARY FOR SURETY

(Date)

State of Wisconsin ) ) ss.

County )

On the above date, this instrument was acknowledged before me by the named person(s).

(Signature, Notary Public, State of Wisconsin)

(Print or Type Name, Notary Public, State of Wisconsin)

(Date Commission Expires)

Notary Seal

IMPORTANT: A certified copy of Power of Attorney of the signatory agent must be attached to the bid bond.

CERTIFICATE OF ANNUAL BID BOND Wisconsin Department of Transportation

DT1305 8/2003

Time Period Valid (From/To)

Name of Surety

Name of Contractor

Certificate Holder Wisconsin Department of Transportation

This is to certify that an annual bid bond issued by the above-named Surety is currently on file with the Wisconsin Department of Transportation.

This certificate is issued as a matter of information and conveys no rights upon the certificate holder and does not amend, extend or alter the coverage of the annual bid bond.

Cancellation: Should the above policy be cancelled before the expiration date, the issuing surety will give thirty (30) days written notice to the certificate holder indicated above.

(Signature of Authorized Contractor Representative) (Date)

Effective with March 2010 Letting

LIST OF SUBCONTRACTORS

Section 66.0901(7), Wisconsin Statutes, provides that as a part of the proposal, the bidder also shall submit a list of the subcontractors the bidder proposes to contract with and the class of work to be performed by each. In order to qualify for inclusion in the bidder's list a subcontractor shall first submit a bid in writing, to the general contractor at least 48 hours prior to the time of the bid closing. The list may not be added to or altered without the written consent of the municipality. A proposal of a bidder is not invalid if any subcontractor and the class of work to be performed by the subcontractor has been omitted from a proposal; the omission shall be considered inadvertent or the bidder will perform the work personally.

No subcontract, whether listed herein or later proposed, may be entered into without the written consent of the Engineer as provided in Subsection 108.1 of the Standard Specifications.

Name of Subcontractor Class of Work Estimated Value

Effective with December 2000 Letting Debarment Certification

CERTIFICATION REGARDING DEBARMENT, SUSPENSION, AND OTHER

RESPONSIBILITY MATTERS - PRIMARY COVERED TRANSACTIONS

Instructions for Certification

1. By signing and submitting this proposal, the prospective contractor is providing the certification set out below.

2. The inability of a person to provide the certification required below will not necessarily result in denial of participation in this covered transaction. The prospective contractor shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective contractor to furnish a certification or an explanation shall disqualify such person from participation in this transaction.

3. The certification in this clause is a material representation of fact upon which reliance was placed when the department determined to enter into this transaction. If it is later determined that the contractor knowingly rendered an erroneous certification in addition to other remedies available to the Federal Government the department may terminate this transaction for cause or default.

4. The prospective contractor shall provide immediate written notice to the department to whom this proposal is submitted if at any time the prospective contractor learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances.

5. The terms "covered transaction," "debarred," "suspended," "ineligible," "lower tier covered transaction," "participant," "person," "primary covered transaction," "principal," "proposal," and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of the rules implementing Executive Order 12549. You may contact the department to which this proposal is being submitted for assistance in obtaining a copy of those regulations.

6. The prospective contractor agrees by submitting this proposal that, should this contract be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department entering into this transaction.

7. The prospective contractor further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction," which is included as an addendum to PR- 1273 - "Required Contract Provisions Federal Aid Construction Contracts," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions.

8. The contractor may rely upon a certification of a prospective subcontractor/materials supplier that it is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A contractor may decide the method and frequency by which it determines the eligibility of its principals. Each contractor may, but is not required to, check the Disapproval List (telephone # 608/266/1631).

Effective with December 2000 Letting Debarment Certification

9. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of a contractor is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings.

10. Except for transactions authorized under paragraph 6 of these instructions, if a contractor in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department may terminate this transaction for cause or default.

Certification Regarding Debarment, Suspension, and Other Responsibility Matters - Primary Covered Transactions

1. The prospective contractor certifies to the best of its knowledge and belief, that it and its principals:

(a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency;

(b) Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements or receiving stolen property;

(c) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offense enumerated in paragraph (1)(b) of this certification; and

(d) Have not within a three-year period preceding this proposal had one or more public transactions (Federal, State or local) terminated for cause or default.

2. Where the prospective contractor is unable to certify to any of the statements in this certification, such prospective contractor shall attach an explanation to this proposal.

1007-09-82 1 of 27

Special Provisions Table of Contents

Article Description Page #

1. General

2. Scope of Work

3. Prosecution and Progress

4. Lane Rental Fee Assessment

5. Traffic

6. Holiday and Special Event Work Restrictions

7. Utilities

8. Notice to Contractor, Notification of Demolition and/or Renovation No Asbestos Found

9. Filling Concrete Shoulder Rumble Strips 12-Inch, Item 416.9112.S

10. Asphaltic Surface, Item 465.0105

11. Ice Hot Weather Concreting, Item 501.1000.S

12. Polymer Overlay, Item 509.5100.S

13. Removing Polymer Overlay B-13-463, Item 509.9015.S.01

14. Concrete Staining B-13-463 Item 517.1010.S.01

15. Installing and Maintaining Bird Deterrent System Station B-13-463, Item 999.2000.S

16. HPC Masonry Structures, Item SPV.0035.01

17. Emergency Response to Traffic Incident Involving Concrete Barrier Temporary, Item

SPV.0060.01

18. Emergency Response to Pavement Repairs, Item SPV.0060.02

19. Emergency Response to Traffic Incident Involving Crash Cushion, Item SPV.0060.03

20. Fiber Wrap Reinforcing Non-Structural, Item SPV.0165.01

1007-09-82 2 of 27

STSP’S Revised July 1, 2026

SPECIAL PROVISIONS

1. General.

Perform the work under this construction contract for the following projects:

1007-09-82 Janesville - Portage BR over Femrite Dr B-13-463

IH 39

Dane County

Perform the work as the plans show and execute the work as specified in the State of Wisconsin, Department of Transportation, Standard Specifications for Highway and Structure Construction, 2025 Edition, as published by the department, and these special provisions.

If all or a portion of the plans and special provisions are developed in the SI metric system and the schedule of prices is developed in the US standard measure system, the department will pay for the work as bid in the US standard system.

100-005 (20260701)

2. Scope of Work.

The work under this contract consists of HPC Masonry Structures, Prestressed Girder, Concrete Surface Repair, Polymer Overlay, Traffic Control, Pavement Marking and all incidental items necessary to complete the work as shown on the plans and included in the proposal and contract.

104-005 (20090901)

3. Prosecution and Progress.

Begin work within 10 calendar days after the engineer issues a written notice to do so.

Provide the start date to the engineer in writing within a month after executing the contract but at least 14 calendar days before the preconstruction conference. Upon approval, the engineer will issue the notice to proceed within ten calendar days before the approved start date.

To revise the start date, submit a written request to the engineer at least two weeks before the intended start date. The engineer will approve or deny that request based on the conditions cited in the request and its effect on the department’s scheduled resources.

The Notice to Proceed will be issued such that work shall start no later than April 5, 2027, unless otherwise approved by the engineer.

Interim Completion and Liquidated Damages – IH 39 Prestressed Girder, HPC Masonry Structures, and Parapet: May 31, 2027 Complete construction operations on IH 39 to the stage necessary to reopen it to through traffic by May 31, 2027. Do not reopen until completing the following work: Prestressed Girder, HPC Masonry Structures, and Bridge Parapet installed.

If the contractor fails to complete the work necessary to reopen IH-39 to traffic by May 31, 2027, the department will assess the contractor $5,000 in interim liquidated damages for each calendar day the contract work remains incomplete beyond 12:01 AM on June 1, 2027. An entire calendar day will be charged for any period of time within a calendar day that the road remains closed beyond 12:01 AM.

If contract time expires prior to completing all work specified in the contract, additional liquidated damages will be affixed according to standard spec 108.11.

Any damage to Femrite Drive from construction activities is to be repaired by the contractor and is considered incidental to the structure work.

1007-09-82 3 of 27

Migratory Birds Swallow or other migratory bird nests have been observed on or under the existing structure(s) listed below. All active nests (when eggs or young are present) of migratory birds are protected from purposeful take under the federal Migratory Bird Treaty Act. The nesting season for swallows and other birds is from April 15 to August 31.

Either prevent active nests from becoming established or prevent birds from nesting by installing and/or maintaining one suitable deterrent device on the following structure(s) prior to nesting season under the bid item Installing and Maintaining Bird Deterrent System:

• B-13-463

Working days will not be assessed for placement of deterrent systems.

Protection of Endangered Bats Federally protected bats have the potential to inhabit the project limits because they roost in trees, bridges, culverts, and other structures. Roosts may not have been observed on this project, but conditions to support the species exist. The species and all active roosts are protected by the federal Endangered Species Act. If an individual bat or active roost is encountered during construction operations, stop work, and notify the engineer and the WisDOT Regional Environmental Coordinator

(REC).

Ensure all operators, employees, and subcontractors working in areas of known or presumed bat habitat are aware of environmental commitments and avoidance and minimization measures (AMMs) to protect both bats and their habitat.

Direct temporary lighting, if used, away from wooded areas during the bat active season April 15 to October 31, both dates inclusive.

Tree Clearing/Trimming:

Contractor means and methods to remove trees/branches will not be allowed. If it is determined that trees with a 3-inch or greater diameter at breast height (dbh), or branches of any size on those sized trees, need to be removed beyond contractor means and methods, notify the engineer to coordinate with the WisDOT REC to determine if consultation with United States Fish and Wildlife Service (USFWS) is required. The contractor must be aware that the WisDOT REC and/or USFWS may not permit modifications.

Branch trimming is incidental to other work if no other tree clearing work is necessary.

Bridge Deck Sealing/Overlay To avoid affecting bats that may be roosting under or within structures, do not allow construction equipment, sealants, polymer overlays, or other materials from reaching the underside off the end of the structure or through any other openings on the structure.

4. Lane Rental Fee Assessment.

A General The contract designates some lane closures to perform the work. The contractor will not incur a Lane Rental Fee Assessment for closing lanes during the allowable lane closure times. The contractor will incur a Lane Rental Fee Assessment for each lane closure outside of the allowable lane closure times. If a lane is obstructed at any time due to contractor operations, it is considered a closure. The purpose of lane rental is to enforce compliance of lane restrictions and discourage unnecessary closures.

The allowable lane closure times are shown in the Traffic article.

Submit the dates of the proposed lane, ramp, and roadway restrictions to the engineer as part of the progress schedule.

B Lane Rental Fee Assessment The Lane Rental Fee Assessment incurred for each lane closure, each ramp closure, and each full closure of a roadway, per direction of travel, is as follows:

- $10,000 per lane, per direction of travel, per hour broken into 15-minute increments

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The Lane Rental Fee Assessment represents a portion of the cost of the interference and inconvenience to the road users for each closure. All lane, roadway, or ramp closure event increments 15 minutes and less will be assessed as a 15-minute increment.

The engineer, or designated representative, will be the sole authority in determining time period length for the Lane Rental Fee Assessment.

Lane Rental Fee Assessments will not be assessed for closures due to crashes, accidents, or emergencies not initiated by the contractor.

The department will assess Lane Rental Fee Assessment by the dollar under the administrative item Failing to Open Road to Traffic. The total dollar amount of Lane Rental Fee Assessment will be computed by multiplying the Lane Rental Assessment Rate by the number of 15-minute increments of each lane closure event as described above.

Lane Rental Fee Assessment will be in effect from the time of the Notice to Proceed until the department issues final acceptance. If interim completion time or contract time expires before the completion of specified work in the contract, additional liquidated damages will be assessed as specified in standard spec 108.11 or as specified within this contract.

stp-108-065 (20161130)

5. Traffic.

Allowable Single Lane and Shoulder Closures Maintain through traffic at all times on the IH 39 entrance ramp from US 12/18 EB. Lane restrictions beyond that shown on the traffic control plans must be approved by the engineer. Remove lane closures when work requiring the closure is not actively taking place. If plan details are not provided in the traffic control plan, furnish plans for review by the engineer for approval. Once approved, allow at least five business days prior to implementation of the closure.

Lane Closures on the IH 39 entrance ramp from USH 12/18 EB and WB will be allowed only between the hours of 9:30 P.M. and 5:30 A.M.

Installation of Traffic Control The on ramp from US 12/18 WB is to be closed overnight for the installation of traffic control devices.

Lane closures for the on ramp from US 12/18 EB are as follows:

Where Lane 1 is the inside lane, Lane 2 is the center lane, and Lane 3 is the outside lane of the on ramp.

Lanes 1 and 2 are to be closed and traffic will be moved into lane 3 to complete the installation of traffic control devices in Lane 1 and the west half of Lane 2.

Lanes 2 and 3 will then be closed and traffic will be shifted into Lane 1 to complete the installation of traffic control devices in Lane 3 and the east half of Lane 2.

Roadway Closures Femrite Drive may be closed for the duration of the project. Contact the City of Madison two weeks in advance of the closure of Femrite Drive. The City of Madison contact for this project is Thomas Mohr, TMohr@cityofmadison.com.

Wisconsin Lane Closure System Advance Notification Provide the following advance notification to the engineer for incorporation into the Wisconsin Lane Closure System (LCS).

TABLE 108-1 CLOSURE TYPE AND REQUIRED MINIMUM ADVANCE NOTIFICATION

Closure type with height, weight, or width restrictions (available width, all lanes in one direction < 16 feet) MINIMUM NOTIFICATION

Lane and shoulder closures 7 calendar days

Full roadway closures 7 calendar days

Ramp closures 7 calendar days

Detours 7 calendar days

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Closure type without height, weight, or width restrictions (available width, all lanes in one direction > 16 feet) MINIMUM NOTIFICATION

Shoulder Closures 3 calendar days

Lane closures 3 business days

Ramp closures 3 business days

Modifying all closure types 3 business days

Discuss LCS completion dates and provide changes in the schedule to the engineer at weekly project meetings in order to manage closures nearing their completion date.

6. Holiday and Special Event Work Restrictions.

Do not perform work on, nor haul materials of any kind along or across any portion of the highway carrying IH-039 traffic, and entirely clear the traveled way and shoulders of such portions of the highway of equipment, barricades, signs, lights, and any other material that might impede the free flow of traffic during the following holiday and special event periods:

- From noon Friday, May 28th, 2027 to 6:00 AM Tuesday, June 1st, 2027 for Memorial Day;

- From noon Friday, July 2nd, 2027 to 6:00 AM Tuesday, July 6th, 2027 for Independence Day;

stp-107-005 (20210113)

7. Utilities.

This contract comes under the provision of Administration Rule Trans 220.

stp-107-065 (20240703)

The utility work plan includes additional detailed information regarding the location of known discontinued, relocated, or removed utility facilities. These can be requested from the department during the bid preparation process or from the project engineer after the contract has been awarded and executed.

Any utility facility locations (stations, offsets, elevations, depths) listed in this article are approximate.

Madison Gas And Electric – Electric has a power pole and overhead facilities in close proximity of the bridge structure. No conflict anticipated, no relocation work will be done.

The following utility owners have facilities within the project area; however, no adjustments are anticipated:

MCI – Communication

Spectrum – Communication

8. Notice to Contractor, Notification of Demolition and/or Renovation No Asbestos Found.

Arika Booms, License Number All-304663, inspected Structure B-13-463 for asbestos on July 9th, 2026.

No Regulated Asbestos Containing Material (RACM) was found on this structure. A copy of the inspection report is included with the bid package or available from Logan Stevens, (608) 246-5384, Logan.Stevens@dot.wi.gov.

According to NR447 and DHS159, ensure that DNR or DHS receives a completed Notification of Demolition and/or Renovation (DNR Form 4500-113 (R 03/20), or subsequent revision) via U.S. mail, hand-delivery, or using the online notification system at least 10 working days before beginning any construction or demolition. Pay all associated fees. Provide a copy of the completed 4500-113 form to Logan Stevens, (608) 246-5384, Logan.Stevens@dot.wi.gov and via e-mail to dothazmatunit@dot.wi.gov or via U.S. mail to DOT BTS-ESS attn: Hazardous Materials Specialist, 5 South S.513.12, PO Box 7965, Madison, WI 53707-7965. In addition, comply with all local or municipal asbestos requirements.

Use the following information to complete WisDNR form 4500-113:

- Site Name: Structure B-13-463, IH 39 over Femrite Dr.

mailto:dothazmatunit@dot.wi.gov

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- Site Address: 0.6M West of Junction with USH 12,

- Ownership Information: WisDOT Transportation Southwest Region, 2101 Wright Street, Madison, WI, 53704

- Contact: Logan Stevens

- Phone: (608) 246-5384

- Age: 29 years old. This structure was constructed in 1997

- Area: 16,207 SF of deck

Insert the following paragraph in Section 6.g.:

If asbestos not previously identified is found or previously non-friable asbestos becomes crumbled, pulverized, or reduced to a powder, stop work immediately, notify the engineer, and the engineer will notify the department’s Bureau of Technical Services at (608) 266-1476 for an emergency response as specified in standard spec 107.24. Keep material wet until it is abated or until it is determined to be non-asbestos containing material.

stp-107-125 (20220628)

9. Filling Concrete Shoulder Rumble Strips 12-Inch, Item 416.9112.S.

A Description This special provision describes filling existing concrete shoulder rumble strip grooves prior to staging that requires shifting traffic onto the shoulder.

B Materials Furnish a commercial patching material selected from the department’s approved products list for rapid setting concrete patch material. Provide the engineer a copy of the manufacturer’s specifications and installation instructions.

C Construction Fill the rumble strip grooves by cleaning/preparing the voids and applying patch material according to manufacturer’s instructions. Apply patch material in a neat manner and protect the surrounding surface from application. Finish patch smooth and flush with surrounding pavement. Maintain work done under this item until no longer required for traffic staging.

D Measurement The department will measure Filling Concrete Shoulder Rumble Strips (12-inch) by the linear foot, acceptably completed, measured as the length along each shoulder. Gaps in rumble strips greater than 5 feet will not be measured. Grooves are approximately 7 inches long x 0.5 inch deep x the width indicated and spaced at 12 inches center-to-center.

E Payment The department will pay for measured quantities at the contract unit price under the following bid item:

ITEM NUMBER DESCRIPTION UNIT

416.9112.S Filling Concrete Shoulder Rumble Strips 12-Inch LF

Payment is full compensation for furnishing patch material, cleaning/preparing the voids, applying patch material, and for maintenance during the time specified.

stp-416-090 (20180628)

10. Asphaltic Surface, Item 465.0105.

Replace standard spec 465.2 (1) with the following:

Under the Asphaltic Surface, Asphaltic Surface Detours, and Asphaltic Surface Patching bid items;

submit a mix design. Furnish asphaltic mixture meeting the requirements specified for 4 gradation or finer, HT traffic level, and H binder designation HMA pavement under 460; except the engineer will not require the contractor to conform to the quality management program specified under 460.2.8.

SWR 465-003 (20220309)

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11. Ice Hot Weather Concreting, Item 501.1000.S.

Conform to standard spec 501.3.8.2 except the department will pay for ice at the contract unit price under the Ice Hot Weather Concreting bid item. This special provision only applies to work done under the following contract bid items:

Concrete Masonry Bridges Concrete Masonry Retaining Walls Concrete Masonry Bridges HES Concrete Masonry Retaining Walls HES Concrete Masonry Culverts Concrete Masonry Endwalls Concrete Masonry Culverts HES Concrete Masonry Overlay Decks Concrete Barrier Single-Faced 32-Inch Concrete Barrier (type) Concrete Barrier Double-Faced 32-Inch Concrete Barrier Fixed Object Protection (type) Concrete Barrier Transition Section 32-Inch Concrete Barrier Transition (type)

Replace standard spec 501.4 and 501.5 with the following:

501.4 Measurement

(1) The department will measure Ice Hot Weather Concreting by the pound acceptably completed, measured only if the conditions prescribed in standard spec 501.3.8.2 are met.

501.5 Payment

(1) The department will pay for the measured quantity at the contract unit price under the following bid item:

ITEM NUMBER DESCRIPTION UNIT

501.1000.S Ice Hot Weather Concreting LB

(2) Payment for Ice Hot Weather Concreting is full compensation for ice used to cool concrete placed in hot weather as specified in standard spec 501.3.8.2.

(3) The department will not pay directly for the concrete specified under this section. Concrete is incidental to the various bid items using it. Payment under those bid items includes providing all materials, including aggregates and associated aggregate source testing, cement, fly ash, slag, and admixtures; and for preparing, transporting, storing, protecting and curing concrete.

(4) If required to remove and replace any concrete damaged by lack of proper protection. Perform this work at no expense to the department.

stp-501-010 (20210708)

12. Polymer Overlay, Item 509.5100.S.

This special provision describes providing two layers of a two-component polymer overlay system to the bridge decks the plans show.

B Materials B.1 General Furnish materials specifically designed for use over concrete bridge decks. Furnish polymer liquid binders from the department’s approved product list.

B.2 Polymer Resin Furnish a polymer resin base and hardener composed of two-component, 100 percent solids, 100 percent reactive, thermosetting compound with the following properties:

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Property Requirements Test Method

Gel Time[1] 15 - 45 minutes @

73° to 75° F

ASTM C881

Viscosity[1] 7 - 70 poises ASTM D2393, Brookfield RVT, Spindle No. 3, 20 rpm

Shore D Hardness[2] 60-75 ASTM D2240

Absorption[2] 1% maximum at 24 hr ASTM D570

Tensile Elongation[2] 30% - 70% @ 7 days ASTM D638

Tensile Strength[2] 2000 to 5000 psi @ 7 days ASTM D638

Chloride Permeability[2] <100 coulombs @ 28 days AASHTO T277 [1] Uncured, mixed polymer binder [2] Cured, mixed polymer binder

Ensure that the polymer resin when mixed with aggregate has the following properties:

Property Requirement[1] Test Method

Minimum Compressive Strength

1,000 psi @ 8 hrs 5,000 psi @ 24 hrs

ASTM C579 Method B, Modified[2]

Thermal Compatibility No Delaminations ASTM C884

Minimum Pull-off Strength 250 psi @ 24 hrs ASTM C1583

[1] Based on samples cured or aged and tested at 75°F [2] Plastic inserts that will provide 2-inch by 2-inch cubes shall be placed in the oversized brass molds.

B.3 Aggregates Furnish natural or synthetic aggregate that is non-polishing; clean; free of surface moisture; fractured or angular in shape; free from silt, clay, asphalt, or other organic materials; and conform to the following:

Aggregate Properties

Property Requirement Test Method

Moisture Content[1] 1/2 of the measured aggregate absorption, % ASTM C566

Hardness >6.5 Mohs Scale

Fractured Faces 100% with at least 1 fractured face & 80% with at least 2 fractured faces of material retained on No.16 ASTM D5821

Absorption <1% ASTM C128

[1] Sampled and tested by the department before placement.

Gradation

Sieve Size % Passing by Weight

No. 4 100

No. 8 30 – 75

No. 16 0 – 5

No. 30 0 – 1

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B.4 Approval of Bridge Deck Polymer Overlay System A minimum of 20 working days before application, submit product data sheets and specifications from the manufacturer, and a certified report of test or analysis from an independent laboratory to the engineer for approval. The department will sample and test the aggregates for gradation and moisture content before placement. If requested, supply the department with samples of the polymer for the purpose of acceptance testing.

B.4.1 Product Data Sheets and Specifications Product data sheets and specifications from the manufacture consists of literature from the manufacturer showing general instructions, application recommendations/methods, product properties, general instructions, or any other applicable information.

B.4.2 Certified Report of Test or Analysis Conform to the following:

Polymer Binder: Submit a certified report of test or analysis from an independent laboratory dated less than 3 years before the date of the project letting showing the polymer binder meets the requirements of section B.2.

Aggregates: Submit a certified report of test or analysis from an independent laboratory dated less than 6 months before the date of the project letting showing the aggregates meet the requirements of section B.3.

C Construction C.1 General Ensure that the overlay system is 1/4 inch thick or thicker.

Conform to the following:

Field Review: Conduct a field review of the existing deck to identify any possible surface preparation and material compatibility issues.

Pre-Installation Meeting: Conduct a pre-installation meeting with the manufacturer's representative and the engineer before construction. Discuss the field review findings, verification testing of the surface preparation and establish procedures for maintaining optimum working conditions and coordination of work. Furnish the engineer a copy of the recommended procedures and apply the overlay system according to the manufacturer’s instructions. Supply for the engineer’s use for the duration of the project, a Concrete Surface Profile (CSP) chip set of 10 from the International Concrete Repair Institute (ICRI).

Manufacturer’s Representative: An experienced manufacturer's representative familiar with the overlay system installation procedures shall be present at all times during surface preparation and overlay placement to provide quality assurance that the work is being performed properly. This requirement may be reduced at the engineer’s discretion.

Material Storage: Store and handle materials according to the manufacturer’s recommendations. Store resin materials in their original containers in a dry area. Store all aggregates in a dry environment and protect aggregates from contaminants on the job site.

C.2 Deck Preparation C.2.1 Deck Repair Remove all asphaltic patches and unsound or disintegrated areas of the concrete decks as the plans show, or as the engineer directs.