20261208025proposal.pdf

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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.

3837-00-71 1 of 16

Special Provisions Table of Contents

Article Description Page #

1. General

2. Scope of Work

3. Prosecution and Progress

4. Traffic

5. Holiday and Special Event Work Restrictions

6. Utilities

7. Work by Others

8. Information to Bidders, WPDES Transportation Construction General Permit (TCGP) for Storm

Water Discharges

9. Environmental Protection, Invasive Species Control

10. Erosion Control

11. Notice to Contractor

12. Notice to Contractor – Advance Notification

13. Archaeological Site

14. Municipality Acceptance of Sanitary Sewer and Water Main Construction

15. Referenced Construction Specifications

16. Coordination with Businesses and Residents

17. Public Convenience and Safety

18. QMP Base Aggregate Dense 1 1/4-Inch Compaction, Item 371.2000.S

19. Removing Signs

20. Removing Small Sign Supports

21. Temporary Audible Message Devices, Item 644.1900.S

22. Adjust Sanitary Manhole Frame & Cover, Item SPV.0060.01

23. Adjust Water Main Valve Box, Item SPV.0060.02

24. Section Corner Monuments, Item SPV.0060.03

3837-00-71 2 of 16

STSP’S Revised July 1, 2026

SPECIAL PROVISIONS

1. General.

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

3837-00-71 T Darien, Lawson School Road Creek Road to STH 11 Local Street Walworth 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 removing and replacing pavement and stone, curb replacement, curb ramp replacement, shoulder stone replacement, road widening, storm sewer improvements, culvert replacement, ditching, pavement marking, sign replacement, erosion control and restoration, 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.

4. Traffic.

Lawson School Road will be closed to traffic for the duration of the project. A signed detour will not be posted.

General Requirements Submit to the engineer for approval a detailed traffic control plan for any changes to the proposed as shown in the plans. Submit the plan 14 days prior to the intended use. A request does not constitute approval.

Access Access to businesses, local residences, farm operations, and emergency vehicles will be maintained by the contractor during construction. Any access closure will be coordinated with specific owners.

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

3837-00-71 3 of 16

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

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.

5. 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 Lawson School Road 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, 5/28/2027 to 6:00 AM Tuesday, 6/1/2027 Memorial Day;

- From noon Friday, 7/2/2027 to 6:00 AM Tuesday, 7/6/2027 Independence Day;

stp-107-005 (20210113)

6. Utilities.

This contract does not come under the provision of Administrative Rule Trans 220.

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.

Some of the utility work described below is dependent on prior work being performed by the contractor at a specific site. In such situations, provide the engineer and the affected utility a good faith notice of when the utility is to start work at the site. Provide this notice 14 to 16 calendar days in advance of when the prior work will be completed and the site will be available to the utility. Follow-up with a confirmation notice to the engineer and the utility not less than 3 working days before the site will be ready for the utility to begin its work.

stp-107-066 (20240703)

Alliant Energy (ELCTY) – has overhead and underground electrical along Lawson School Road.

Overhead lines and overhead poles run along the right side of Lawson School Road from station 100+44 to 144+26. The overhead then crosses to the left side of the road and continues past the north project limits. No conflicts anticipated.

AT&T (COMLN) – has underground communication lines along Lawson School Road. AT&T has a line that crosses Creek Road on the east side of Lawson School Road. Multiple lines cross Lawson School Road at station 101+30. AT&T has a line on each side of Lawson School Road that runs from station 101+30 to station 105+13. The west line crosses to the east side of the road. The east line continues to station 126+38. There are pedestals in conflict at stations 101+34 RT, 105+95 RT, and 112+90 RT.

AT&T will remove all 3 pedestals prior to construction. AT&T will discontinue the line that crosses Lawson School Road at station 101+30 and install a new line in the same location 6 feet deep from

3837-00-71 4 of 16 existing road elevation prior to construction. AT&T has underground cable in conflict from station 100+84 RT to 106+80 RT, 101+50 LT to 105+14 LT, 104+40 RT to 105+66 RT, 105+14 LT to 105+95 RT, 108+35 to 108+70 RT, 112+90 RT to 113+85 RT, and 118+85 RT to 119+40 RT. AT&T will discontinue the existing lines from station 100+84 to 119+40 on both sides of Lawson School Road prior to construction. This work will take approximately 21 days to complete.

City of Delavan (ELCTY) – has underground electric running to streetlights on Birchwood Street and Whispering Pines Drive. The electric line at station 119+41 RT is in conflict and will be removed from station 119+41, 42’ RT to 119+41, 57’ RT prior to construction. This work will take approximately 7 days.

City of Delavan (SEWR) – has sanitary sewer on Birchwood Street and Whispering Pines Drive. Adjust manholes as shown in the plans and in the bid items for this project.

City of Delavan (WATR) – has water main along the east side of Lawson School Road from station 104+32 to 127+38. The water main has tees that continue east at station 104+51, 108+58, 113+28, and 119+25. Adjust valve boxes as shown in the plans and in the bid items for this project.

Spectrum (COMLN) – has underground communication line along the east side of Lawson School Road from station 114+62 to 126+37. No conflicts anticipated.

TDS Telecom (COMLN) – has installed a new underground fiber optic cable line along the east side of Lawson School Road from 106+00 to 126+38. The line then continues east outside of the work limits. A line runs along the north side of the driveway at 108+53. No conflicts are anticipated.

WalCoMet (Walworth Sanitary District) (SEWR) - has a sanitary force main that runs on the north side of Creek Road then crosses at the intersection of Creek Road and Lawson School Road and continues on the south side of Creek Road. No conflicts anticipated.

WE Energies (GSPTL) – has underground gas main along the west side of Lawson School Road from station 100+43 to 100+72. The gas main then crosses Lawson School Road at station 100+72 and then runs along the east side of the road to station 105+00. There is a dead end under the south sidewalk on the east side of Lawson School Road at station 118+87. WE Energies then has underground gas main along the west side of the road from station 127+28 to past the north project limits. The gas main from 100+43 to 105+00 is in conflict and will be discontinued in place. WE Energies will install new gas main 3’ to 5’ away from the right of way from station 100+43 to 105+00 prior to construction. This work will take approximately 20 days.

7. Work by Others The City of Delavan will relocate the streetlight at station 119+41, 42’ RT to the east side of the sidewalk ramp in the north terrace of Whispering Pines Drive prior to construction. This work will take approximately 7 days.

8. Information to Bidders, WPDES Transportation Construction General Permit (TCGP) for Storm Water Discharges.

The following Project IDs have one acre or more of land disturbing construction activity and are required to obtain coverage under the TCGP. The permit requirements are part of the contract:

Project ID Design Calculated Amount of Land Disturbing Construction Activity (acres)

3837-00-71 5.50

This permit is the Wisconsin Pollutant Discharge Elimination System, Transportation Construction General Permit, (WPDES Permit No. WI-S066796-2) and is located at:

https://widnr.widen.net/s/s5mwp2gd7s/finalsignedwisdotcsgp

The department will apply for coverage under the TCGP upon submittal of the complete ECIP from the contractor, and concurrent with the department providing the ECIP to the Department of Natural Resources (DNR). The DNR will convey permit coverage upon the department’s approval of the ECIP and DNR concurrence that the project has met the requirements for coverage under the TCGP.

Do not begin land disturbing construction activity until the ECIP is approved and the DNR conveys TCGP coverage for the project.

https://widnr.widen.net/s/s5mwp2gd7s/finalsignedwisdotcsgp

3837-00-71 5 of 16

A “Certificate of Permit Coverage” will be provided by the DNR upon conveyance of coverage under the permit. Post the “Certificate of Permit Coverage” in a conspicuous place at the construction site.

Stormwater discharge permit coverage for additional land disturbing construction activities related to contractor means and methods, including temporary support activity sites, will be considered as part of the ECIP review and approval process. Coverage under the TCGP for additional land disturbance areas will be considered if the areas meet all of the following:

• Must meet the TCGP applicability criteria.

• Must be for the exclusive use of WisDOT projects.

• Land disturbance first commences after the ECIP approval, and the areas are fully restored to meet the final stabilization criteria of the TCGP upon completion of the work.

Obtain any permits for areas that are not approved by the department for coverage under the TCGP.

stp-107-056 (20260701)

9. Environmental Protection, Invasive Species Control.

The project has the potential for spreading invasive species, primarily Emerald Ash Borer and Phragmites. Follow WisDOT best management practices to prevent spreading these species to areas where it is not yet established.

Reference the WisDOT and Wisconsin Department of Natural Resources guidance and websites located at:

• Emerald Ash Borer: https://dnr.wisconsin.gov/topic/urbanforests/eabtoolbox

• Phragmites: https://dnr.wisconsin.gov/newsroom/release/78891

10. Erosion Control.

All disturbed, graded, or soil stockpile areas shall be permanently restored withing fourteen (14) calendar days of any contractor disturbance. If any disturbed, graded or soil stockpile areas (including intersection/turn lanes and all newly graded/filled areas) will not be permanently restored within fourteen

(14) calendar days, they shall receive temporary seed and mulch within four (4) calendar days on initial disturbance.

When performing saw cutting operations, squeegee the saw cut slurry to the curb apron, and remove this material as approved by the engineer. Saw cut slurry, grinding and chipping waste must be collected during the process and not allowed to run or fall unmanaged into wetlands.

Add to standard spec 107.20 with the following:

Erosion control best management practices (BMP’s) shown on the plans are at suggested locations. The actual locations will be determined by the contractor’s ECIP and by the engineer. Include dust control and each dewatering or by-pass (mechanical pumping) operation in the ECIP submittal. The ECIP will supplement information shown on the plans and not reproduce it. The ECIP will identify how to implement the project’s erosion control plan. ECIP will demonstrate timely and diligently staged operations, continuing all construction operations methodically from the initial removals and topsoil stripping operations through the subsequent grading, paving, re-application of top soil, and restoration of permanent vegetation to minimize the period of exposure to possible erosion.

Provide the ECIP 14 days prior to the pre-construction meeting. Provide 1 copy of the ECIP to the department and 1 copy of the ECIP to the WDNR Liaison Craig Webster, (262) 574-2141, Craig.Webster@wisconsin.gov. Do not implement the ECIP without department approval and perform all work conforming to the approved ECIP.

Maintain Erosion Control BMP’s until permanent vegetation is established or until the engineer determines that the BMP is no longer required.

Stockpile excess materials or spoils on upland areas away from wetlands, floodplains, and waterways.

Prevent the discharge of sediment eroding from soil stockpiles. If soil stockpiles will be left for more than 14 days, install temporary stabilization measures as the engineer orders and as identified in the approved

ECIP.

https://dnr.wisconsin.gov/topic/urbanforests/eabtoolbox https://dnr.wisconsin.gov/newsroom/release/78891

3837-00-71 6 of 16

When land disturbing construction activities have temporarily ceased and will not resume for a period exceeding 14 calendar days, install temporary stabilization measures as the engineer orders and as identified in the approved ECIP.

Final stabilization activity shall commence when land disturbing activities cease and final grade has been reached on any portion of the site.

Maintaining Drainage Maintain drainage at and through worksite during construction conforming to standard spec 107.20, 204.3.2.1(3), 205.3.3 and 520.3.1(2). Use existing storm sewers, existing culvert pipes, existing drainage channels, temporary culvert pipes, or temporary drainage channels to maintain existing surface and pipe drainage. Pumps may be required to drain the surface, pipe, and structure discharges during construction. Costs for furnishing, operating, and maintaining the pumps is considered incidental to the contract.

SER-107-003 (20161220)

11. Notice to Contractor Two environmentally sensitive areas located within the project limits; Station 101+50, LT to Station 110+80, LT & Station 127+50, LT to Station 133+50, LT. Limit work to the locations and offsets shown in the plans. All disturbed land must be fully restored and returned to existing or better conditions at the completion of the project.

Do not use the sites for borrow or waste disposal. Do not use the site area not currently capped by asphalt/concrete for the staging of personnel, equipment and/or supplies.

12. Notice to Contractor – Advance Notification Notify the following agencies or businesses 14 calendar days in advance of beginning work or erecting traffic control.

• Darien Fire and EMS, Chief Bruce Vander Veen, Phone: (262) 882-5055

• Delavan Fire and EMS, Chief Sean McKean, Phone: (262) 728-5646

• Delavan-Darien Police Department, Chief Jim Hansen, Phone: (262) 728-6311

• Walworth County Sheriff’s Office, Sheriff Dave Gerber, Phone: (262) 741-4400

• Delavan-Darien School District, Superintendent Anthony Klein, Phone: (262) 233-6800 or (262) 728-5954

• Delavan-Darien School District bus service, Dousman Transport- Terminal Manager Lori Chalchoff, Phone: (262) 728-2166

13. Archaeological Site.

47WL0337/BWL-0012 (Old St Andrews Cemetery) site is located approximately Station 127+50, LT to Station 133+50, LT within the limits shown on the plans.

Notify the Bureau of Technical Services – Environmental Process and Document Section (BTS-EPDS) at

(608) 266-0099 at least two weeks before commencement of any ground disturbing activities beyond the existing right-of-way limits. BTS-EPDS will determine if a qualified archaeologist will need to be on site during construction of this area.

Do not use the site for borrow or waste disposal. Do not use the site area not currently capped by asphalt/concrete for the staging of personnel, equipment and/or supplies.

stp-107-220 (20180628) tel:2627285646

3837-00-71 7 of 16

14. Municipality Acceptance of Sanitary Sewer and Water Main Construction.

Both the department and City of Delavan personnel will inspect materials placement of sanitary sewer and water main under this contract. However, construction staking, post-placement testing of the system, and final acceptance of the sanitary sewer and water main construction will be by the City of Delavan.

stp-105-001 (20250701)

15. Referenced Construction Specifications.

Construct the work enumerated below conforming to the City of Delavan Specifications. If there is a discrepancy or conflict between the referenced specification and the standard specifications regarding contract administration, part 1 of the standard specifications governs.

Conform to the referenced construction specifications for the following:

SPV.0060.01 Adjust Sanitary Manhole Frame & Cover SPV.0060.02 Adjust Water Main Valve Box

16. Coordination with Businesses and Residents.

The contractor shall arrange and conduct a meeting between the contractor, the department, affected residents, local officials and business people to discuss the project schedule of operations including vehicular and pedestrian access during construction operations. Hold the first meeting at least one week before the start of work under this contract and no further meetings will be required unless directed by the engineer. The contractor shall arrange for a suitable location for meetings that provides reasonable accommodation for public involvement. The department will prepare and coordinate publication of the meeting notices and mailings for meetings. The contractor shall schedule meetings with at least 2 weeks’ prior notice to the engineer to allow for these notifications.

stp-108-060 (20141107)

17. Public Convenience and Safety.

Revise standard spec 107.8(6) as follows:

Check for and comply with local ordinances governing the hours of operation of construction equipment.

Do not operate motorized construction equipment from 10:00 PM until the following 7:00 AM, unless prior written approval is obtained from the engineer.

stp-107-001 (20060512)

18. QMP Base Aggregate Dense 1 1/4-Inch Compaction, Item 371.2000.S.

A Description

(1) This special provision describes modifying the compaction and density testing and documentation requirements of work done under the Base Aggregate Dense 1 1/4-Inch bid items. Conform to standard spec 305 as modified in this special provision and to the contract QMP Base Aggregate article.

(2) Provide and maintain a quality management program. A quality management program is defined as all activities, including process control, inspection, sampling and testing, and necessary adjustments in the process related to construction of dense graded base which meets all the requirements of this provision.

(3) Chapter 8 of the department’s construction and materials manual (CMM) provides additional detailed guidance for QMP work and describes sampling and testing procedures.

http://wisconsindot.gov/rdwy/cmm/cm-08-00toc.pdf

(4) This special provision applies to Base Aggregate Dense 1 1/4-Inch material placed: above at least 16 inches of subgrade improvement, 12 inches of subgrade improvement and geogrid or QMP subgrade provisions, between shoulder hinge points and lower than mainline pavement. Unless otherwise specified by the contract, all Base Aggregate Dense 1 1/4-Inch material placed on side roads, private and public http://wisconsindot.gov/rdwy/cmm/cm-08-00toc.pdf

3837-00-71 8 of 16 entrances, individual ramps less than 1500 feet, passing lanes less than 1500 feet, tapers, turn lanes, and other undefined locations are exempt from the compaction and density requirement modifications and testing contained within this special provision.

B (Vacant) C Construction

C.1 General

(1) The engineer shall approve the grade before placement of the base. Approval of the grade shall be in accordance with applicable provisions of the standard specifications.

Add the following to standard spec 305.3.2.2:

(3) For 1 1/4-Inch dense graded base composed of < or = 20% reclaimed asphaltic pavement (RAP) or crushed concrete (RCA), as determined by classification of material (aggregate or RAP and/or RCA) and percentage by weight of each material type retained on the No. 4 Sieve, the contractor must determine the material target density in accordance with:

Method 1: Maximum dry density in accordance with AASHTO T-180, Method D, with correction for coarse particles and modified to require determination of Bulk Specific Gravity (Gm) in accordance with AASHTO T 85. Bulk Specific Gravities determined in accordance with standard spec 106.3.4.2.2 for aggregate source approval may be utilized.

(4) For 1 1/4-Inch dense graded base composed of >20% RAP or RCA, as determined by classification of material (aggregate or RAP and/or RCA) and percentage by weight of each material type retained on the No. 4 Sieve, the contractor may choose from the following options to determine the material target density:

Method 2: Maximum dry density as determined by AASHTO T-180, Method D, with correction for coarse particles, and modified to require determination of Bulk Specific Gravity (Gm) in accordance with

AASHTO T 85.

Method 3: Maximum wet density as determined by AASHTO T-180, Method D, modified to define Maximum Density as the wet density in pounds per cubic foot of soil at optimum moisture content using Method D specified compaction, with correction for coarse particles, and modified to require determination of Bulk Specific Gravity (Gm) in accordance with AASHTO T 85.

Method 4: Average of 10 random control strip wet density measurements as described in section C.2.5.1.

(5) Compact the 1 1/4-Inch dense graded base to a minimum of 93.0% of the material target density for methods 1, 2 and 3. Compact 1 ¼-inch dense graded base to a minimum of 96% of the material target density for method 4.