20261110013proposal.pdf
PDF 3 MB Posted
- Solicitation number
- 20261110013
- Issued by
- Dane County, Wisconsin
About this file
Summary
This is a proposal document submitted for the Village of Deforest, Wisconsin in connection with the N Towne Road and Vinburn Road Intersection project. The project encompasses comprehensive roadway reconstruction and infrastructure improvements at the specified intersection location. The scope of work includes removal of existing pavement and materials, HMA (hot mix asphalt) pavement installation, base aggregate placement, common excavation, traffic signal installation, concrete curb and gutter construction, storm sewer and culvert work, erosion control measures, traffic control implementation, site restoration, permanent signing installation, and pavement marking. All work is to be completed in accordance with the project plans and contract specifications as outlined in the proposal documents.
The proposal document appears to contain standard bidding and contractual information; however, the specific pricing terms, bid amount, contract timeline, payment schedule, funding sources, and other financial details are not clearly legible in the provided file. Additional documentation such as the formal invitation for bids, detailed specifications, project plans, and the complete proposal submission would be necessary to provide comprehensive information regarding pricing structures, any set-asides or preferences, contract duration, payment terms, and funding mechanisms for this Village of Deforest infrastructure project.
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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.
6992-00-76 1 of 14
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. Other Projects
8. Information to Bidders, WPDES Transportation Construction General Permit (TCGP) for Storm
Water Discharges
9. Traffic Signal Timing Parameters
10. Coordination with Businesses and Residents
11. Removing Apron Endwalls, Item 204.9060.S.01
12. Furnish and Install Traffic Signal Cabinet and Controller, Item SPV.0060.01
13. Furnish and Install EVP System, Item SPV.0060.02
6992-00-76 2 of 14
STSP’S Revised July 1, 2026
SPECIAL PROVISIONS
1. General.
Perform the work under this construction contract for the following projects:
6992-00-76 Village of Deforest, N Towne Road Vinburn Road Intersection Loc Str 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 removals, HMA pavement, base aggregate, common excavation, traffic signals, concrete curb & gutter, storm sewer and culverts, erosion control, traffic control, restoration, permanent signing, 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.
Use portable changeable message signs 7 calendar days in advance of closure of any roadways.
Coordinate the locations of portable changeable message signs with the engineer. Obtain acceptance from the engineer for all messages on portable changeable message signs.
Protection of Endangered Bats (Tree Clearing) 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.
6992-00-76 3 of 14
Tree Clearing:
To avoid adverse impacts upon protected bats, no tree clearing is allowed between April 15 and October 31, both dates inclusive. If the required tree clearing is not completed by April 14, the department will suspend all tree clearing and associated work directly impacted by clearing.
Tree clearing is limited to that which is specified in the plans. Contractor means and methods to remove additional trees will not be allowed. If it is determined that additional trees with a 3-inch or greater diameter at breast height (dbh) 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.
Due to potential for erosion, do not perform grubbing operations at the time of tree clearing unless grading activities will commence in those areas immediately following the tree clearing, or as otherwise approved by the engineer. Provide information for the grubbing and grading activities, including the schedule of operations, in the Erosion Control Implementation Plan (ECIP).
Submit a schedule and description of clearing operations with the ECIP 14 days prior to any clearing operations. The department will determine, based on schedule and scope of work, what additional erosion control measures shall be implemented prior to the start of clearing operations, and list those additional measures in the ECIP
4. Traffic.
Vinburn Road will be closed to through traffic during construction.
Wisconsin Lane Closure System Advance Notification Prior to starting work, provide closure information to the engineer for incorporation into the Wisconsin Lane Closure System (LCS).
Discuss LCS completion dates and provide changes in the schedule to the engineer at project meetings in order to manage closures nearing their completion date.
Traffic Operations Provide traffic staging as shown in the plans.
Maintain a minimum of one 10’ lane of traffic in open lanes for the duration of the project.
Maintain local and emergency service access through the project area during construction.
Notify the Village of Deforest and area emergency responders forty-eight hours in advance of any traffic pattern changes.
Stage 1: Close NB N Towne Road and the east leg of Vinburn Road to through traffic. SB traffic and the west leg of Vinburn Road will be open to traffic at all times. Traffic is to use the detour route consisting of Gray Road, CTH CV, and E Holum St.
Stage 2: Close SB N Towne Road and the west leg of Vinburn Road to through traffic. Access to business’s is to be maintained at all times. NB traffic and the west leg of Vinburn Road will be open to traffic at all times. Traffic is to use the detour route consisting of E Holum St, CTH CV, and Gray Road.
Residential and Business Property Access Coordinate access with property owners and businesses.
Maintain access to all entrances on a minimum of a base aggregate at the end of each workday.
Construct driveways in stages as required to maintain traffic and/or access.
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 North Town 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:
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- From noon Friday, May 28, 2027 to 6:00 AM Tuesday, June 1, 2027 for Memorial Day;
- From noon Friday, July 2, 2027 to 6:00 AM Tuesday, July 6, 2027 for Independence Day;
- From noon Friday, September 3, 2027 to 6:00 AM Tuesday, September 7, 2027 for Labor 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)
Any utility facility locations (stations, offsets, elevations, depths) listed in this article are approximate.
Known utilities in the project area are as follows:
Alliant Energy (Electricity)
Overhead lines west of North Towne Rd can be covered. Street light pole and light on northwest corner of the intersection will be removed during construction. Call Kai Graff at 608-459-5797 to coordinate this removal.
Brightspeed (Communications)
Brightspeed has underground facilities along the north and south side of Vinburn Rd, a line along the west side of North Towne Rd, and a crossing near station 14+25 ‘NB’. No conflicts are anticipated.
Charter (Communications)
Charter has underground facilities in the NW quadrant of the intersection and overhead facilities along the west side of North Towne Rd. No conflicts are anticipated.
MGE (Gas)
MGE has underground facilities along the north side of Vinburn Rd and a crossing of Vinburn Rd at Station 9+60 ‘VIN’. At Station 7+50 ‘VIN’, the 4” plastic gas main will be lowered prior to construction around March 1, 2027 with an approximate timeline of 2 days. Gas valves or posts will be adjusted to grade during construction. Provide notice to MGE Watchdog, contact information will be provided at preconstruction meeting.
TDS Metrocom (Communications)
TDS has underground facilities in the NW quadrant of the intersection. No conflicts are anticipated.
7. Other Projects.
Coordination with Adjacent Project – Project ID 6992-00-13.
This project, 6992-00-76, abuts project 6992-00-13 on the west limits on Vinburn Road. Project 6992-00- 13 is a reconstruction project of Vinburn Road which improves the existing rural cross section with curb and gutter and pedestrian accommodation improvements. The project is scheduled for construction during spring and summer of 2027.
Coordinate with this project’s contractor for construction activities near the project limits. The design engineer Tyler Braatz can be contacted at (608) 402-6365, and the WisDOT Project Manager can be contacted at (608) 246-5317.
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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)
6992-00-76 1.39
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.
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. Traffic Signal Timing Parameters.
The traffic signals at the North Towne Rd & Vinburn Rd intersection shall be fully operational, as shown in the “Sequence of Operations” sheets in the plan set. The traffic signals shall be timed according to the following traffic signal timings.
All work required to implement these permanent traffic signal timings, perform test operations and make updates shall be included of the bid item, Furnish and Install Traffic Signal Cabinet and Controller.
Main Street: North Towne Road
Cross Street: Vinburn Road
Location: Village of DeForest
Type: Permanent Traffic Signal Timing Completed by: SHH
Date: July 6, 2026 Checked by: KCW https://widnr.widen.net/s/s5mwp2gd7s/finalsignedwisdotcsgp
6992-00-76 6 of 14
Phase Data Phase
1 2 3 4 5 6 7 8
Not Used Not
Used
Movement NBLT SBT - EBT SBLT NBT - WBT
Street Name North Towne Road
North Towne Road
- Vinburn Road
North Towne Road
North Towne Road
- Vinburn Road
Vehicle Basic Timings
Minimum Green (sec.) 8.0 10.0 - 10.0 8.0 10.0 - 10.0
Max 1 15.0 35.0 - 30.0 15.0 35.0 - 30.0
Vehicle Extension (sec.) 1.5 5.0 - 5.0 1.5 5.0 - 3.0
Yellow (sec.) 3.5 3.5 - 4.5 3.5 3.5 - 4.5
Red Clearance (sec)* 1.0 2.0 - 3.0 1.0 2.0 - 3.0
Density Timings
Seconds per Actuation - - - - - - - -
Max Initial - - - - - - - -
Time Before Reduction - 12.0 - - - 12.0 - -
Time to Reduce - 12.0 - - - 12.0 - -
Minimum Gap - 3.0 - - - 3.0 - -
Vehicle Detectors
Delay - - - - - - - -
Delay Detector Number - - - - - - - -
Delay Time (s) - - - - - - - -
Extension Stretch? - - - - - - - -
Extension Stretch Detector Number - - - - - - - -
Extend Time (s) - - - - - - - -
Disconnect - - - - - - - -
Disconnect Detector Number - 22,23 - - - 62,63 - -
Disconnect Time
(s) - 24.0 - - - 24.0 - -
Pedestrian Timings
Walk (sec) - - - - - - - -
Ped Clearance (sec) - - - - - - - -
N
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Miscellaneous
Vehicle Recall NONE MIN - NONE NONE MIN - NONE
Phase Locking NON-
LOCKING LOCKING - NON-
LOCKING
NON-
LOCKING LOCKING - NON-
LOCKING
10. Coordination with Businesses and Residents.
The contractor shall prepare and coordinate publication of project notices to the department, Village of DeForest, affected residents, local officials and business people to inform them of the project schedule of operations including vehicular and pedestrian access during construction operations and contact information. Project notices shall be at least two weeks before the start of work under this contract.
Project notice delivery to be discussed at the preconstruction meeting.
11. Removing Apron Endwalls, Item 204.9060.S.01.
A Description
This special provision describes removing Apron Endwalls conforming to standard spec 204.
B (Vacant) C (Vacant) D Measurement The department will measure Removing Apron Endwalls in as each unit, removed, disposed of and acceptably completed.
E Payment Add the following to standard spec 204.5:
ITEM NUMBER DESCRIPTION UNIT
204.9060.S.01 Removing Apron Endwalls EACH
Payment is full compensation for disconnecting the apron endwall from the pipe, removing the apron endwall, and disposing of the apron endwall to a suitable location off the project.
stp-204-025 (20230113)
12. Furnish and Install Traffic Signal Cabinet and Controller, Item SPV.0060.01.
This specification describes furnishing and installing an equipped NEMA TS2 Type 1 traffic signal control cabinet at intersections. Cabinet components, including, but not limited to the traffic signal controller, malfunction management unit (MMU), bus interface units (BIU), and flash transfer relays, will also be furnished and installed as part of these bid items as appropriate.
The traffic signal cabinet shall include an Econolite Cobalt ATC series traffic signal controller compatible with the furnished cabinet, communications, and EVP equipment.
B Materials Furnish and install equipment and assemble the cabinet conforming to the latest revision of NEMA Standards Publication TS 2-2003, Traffic Controller Assemblies with NTCIP Requirements, National Electrical Manufacturers Association, hereinafter called NEMA TS2 Standard, except where modified in this specification. Conform all work to the Wisconsin State Electrical Code (WSEC).
Provide cabinets designed for TS2 Type 1 operation. Pre-wire cabinets for a minimum of sixteen phases as specified herein.
Furnish and install at no extra cost any equipment, software, and materials not specifically described but required in order to perform the functions in the cabinet required to operate as shown in the plans.
6992-00-76 8 of 14
C Construction C.1 Cabinet C.1.1 Design Furnish a door-in-door ground mounted (without anchor bolts) aluminum cabinet of clean-cut design and appearance. Provide a cabinet of minimum size 44 inches wide, minimum 24 inches deep, and minimum 52 inches to maximum 60 inches high. The size of the cabinet shall provide ample space for housing the controller, all of the associated devices which are to be furnished with the controller, all other auxiliary devices herein specified, and all equipment to be furnished and installed by others as listed in the Description section of this specification.
The cabinet shall comply with the environmental and operating standards outlined in the NEMA TS2 Standard. The cabinet shall provide reasonable vandalism protection. The cabinet shall have a NEMA 3R rating.
Construct the cabinet from type 5052-H32 aluminum with a minimum thickness of 0.125 inches. Prime the inside surface of the cabinet with phosphate treatment and primer. After priming interior surfaces shall be furnished with rust resistant high gloss white enamel. Continuously weld all seams. The surface shall be smooth, free of marks and scratches. Use stainless steel for all external hardware.
On the top of the cabinet, incorporate a 1-inch slope toward the rear to prevent rain accumulation. Incorporate a rain channel into the design of the main door opening to prevent liquids from entering the enclosure.
Include an exhaust plenum with a vent screen into the roof of the cabinet. Perforations in the vent screen shall not exceed 0.125 inches in diameter.
Equip the lower section of the cabinet door with a louvered air entrance. The air inlet shall be large enough to allow sufficient air flow per the rated fan capacity. Louvers must satisfy the NEMA rod entry test for Type 3R ventilated enclosures. Secure a washable, fiberglass, removable air filter to the air entrance. The filter shall fit snugly against the cabinet door wall. Attach an aluminum, easily removable, gasketed cover over the air filter and louver.
C.1.2 Doors The cabinet door opening shall be a minimum of 80 percent of the front surface of the cabinet. The main door and police door-in-door shall each close against a weatherproof and dust-proof, closed-cell neoprene gasket seal. The gasket material for the main door shall be a minimum of 0.188 inches thick by
1.00 inch wide. The gasket material for the police door shall be a minimum of 0.188 inches thick by 0.500 inches wide. Permanently bond the gaskets to the cabinet.
Equip the main door with a three-point latching mechanism. The upper and lower locking points of the latching mechanism shall each have a pair of nylon rollers. The handle on the main door shall utilize a shank of stainless steel 3/4 inches minimum diameter. The handle shall include a hasp for the attachment of an optional padlock. The cabinet door handle may turn either clockwise or counterclockwise to open and shall not extend outwards past the edge of the door at any time. Position the lock assembly so the key will not cause any interference with the handle, or a person’s hand on the handle, when opening the cabinet door.
Include on the main door a solid stainless steel rod stop and catch mechanism capable of rigidly holding the door open at approximately 90, 120, and 180 degrees under windy conditions. The operator must be able to engage and disengage the catch with a shoed or booted foot.
The main door hinge shall be a one-piece, continuous piano hinge with a minimum 0.25 inch stainless steel pin running the entire length of the right side of the door (right-handed). Attach the hinge in such a manner that no rivets or bolts are exposed.
Equip the main door with a brass Corbin tumbler lock No. 2, swing away dust cap, and provide two keys No. 2. Equip the police door-in-door with a standard police lock and provide one key.
C.1.3 Shelves and Mountings Mount a minimum of three vertical "C" channels, compatible with Unistrut channel nuts, on each interior side wall of the cabinet for the purpose of mounting the cabinet components. The channels shall accommodate spring mounted nuts or studs. Install three vertical "C" channels or three slotted rails on the interior back wall of the cabinet. All mounting channels and rails shall extend to within 7 inches of the top and bottom of the cabinets and shall be of sufficient strength to rigidly hold specified shelves and equipment.
6992-00-76 9 of 14
Provide two full-width, 11-inch deep, fully adjustable, aluminum shelves to support the controller and other equipment. Mount the lower shelf at a height above the bottom of the cabinet such that the shelf and attached drawer does not interfere with the ability to tilt the terminal facility forward on its hinges for maintenance purposes. Mount the top shelf at least 13 inches above the surface of the lower shelf.
Locate the controller and MMU on the top shelf. Locate the loop detector racks and other auxiliary equipment on the lower shelf. The power supply may be mounted on either shelf.
Provide an under-shelf drawer under the lower shelf. The drawer shall be approximately 20 inches wide and the full depth of the shelf. The drawer shall operate easily and smoothly, and shall have a stop to prevent inadvertently pulling the drawer out of its support. Design the stop to allow purposeful complete removal of the drawer without the use of tools.
C.1.4 Auxiliary Cabinet Equipment Ventilate the cabinet by means of a 120 VAC, 60HZ, tube axial compact type fan located in the top of the cabinet plenum. The fan’s free delivery airflow shall be equal to or greater than 100 cubic feet per minute. The magnetic field of the fan motor shall not affect the performance of control equipment. The fan bearings shall operate freely. The fan unit shall not crack, creep, warp, or have bearing failure within a seven year duty cycle. The maximum noise level shall be less than 40 decibels. The fan unit shall be corrosion resistant. The thermostat's turn on setting shall be adjustable from 90 to 120 degrees F. The fan shall run until the cabinet temperature decreases below the turn-on temperature setting by approximately 30 degrees F. The fan shall be fused.
Mount an incandescent lamp and socket in the cabinet to sufficiently illuminate the field terminals. Wire the lamp to a 15-amp ON/OFF toggle switch mounted as specified in the Cabinet Switches section of this specification.
Provide a 250 watt element heater. Install the heater on the face of the aluminum, louvered air filter cover such that feed air is supplied through the cover. Provide a protective, ventilated cover over the heater. Provide a cord and twist-off plug to an electrical receptacle on the cabinet door. Provide a thermostat with an adjustable setting from 0 to 100 degrees F. Install the thermostat on the interior ceiling of the cabinet well away from the cabinet light or any heat source. Provide a thermal limit switch to prevent the heater’s protective cover from exceeding 170 degrees F.
C.2 Terminals…
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