RFB #30 2025-12.PDF

DODGE COUNTY

REQUEST FOR BIDS

Aluminum Box Culvert – CTH DE Dodge County Highway Department, Dodge County WI

RFB NUMBER: #30 2025-12

Issued Date: September 11, 2025

RFB Opening Thursday, September 25, 2025 at 9:00 am

Dodge County Highway Department 211 E Center St.

Juneau, WI 53039-1309

Submit Sealed RFB’s To:

Dodge County Highway Department 211 E Center St.

Juneau, WI 53039-1309

(920) 386-3650

Office Hours: 6:30 am – 4:30 pm (Monday – Thursday) Closed (Friday)

DODGE COUNTY CORPORATION COUNSEL

Purchasing Division

127 East Oak Street, Juneau, WI 53039 (920)386-4224

Email: tsteinbach@co.dodge.wi.us

ADVERTISEMENT FOR BIDS

DODGE COUNTY, WISCONSIN

The Dodge County Highway Department is requesting sealed bids from qualified contractors to provide an Aluminum Box Culvert as specified in the Specifications and the Plans for a box culvert replacement on CTH DE in Dodge County. Dodge County Highway Department will install the box culvert. The selected contractor shall supply and deliver the box culvert to the work site (see attached plans).

Request for bid packets will be available starting September 11, 2025, on the Dodge County website at https://www.co.dodge.wi.gov/departments/departments-e-m/finance/request-for-proposals-bids and may also be obtained on Demandstar at: www.demandstar.com .

Bids must be submitted to the Dodge County Highway Department located at 211 E. Center St., Juneau, WI 53039 no later than 9:00 am on Thursday, September 25, 2025. After the official bid closing time, the bids will be publicly opened and read aloud.

Bids must be submitted in a sealed envelope marked “ALUMINUM BOX CULVERT – CTH DE”. No faxed or emailed bids will be accepted and there is not an option to submit bids online.

Dodge County encourages the participation of minority, women-owned and disadvantaged business enterprises.

Dodge County reserves the right to waive any informalities or technicalities and to reject any and all bids or parts thereof deemed to be unsatisfactory or not in the County’s best interest. Furthermore, Dodge County reserves the right to cancel any order or contract for failure of the successful contractor to comply with the terms, conditions and specifications of the request and/or contract. Dodge County reserves the right to award this request to the contractor whose bid is overall the most advantageous to the County in the County’s sole determination.

By order of the Dodge County Highway Department.

Publish: September 11, 2025 mailto:tsteinbach@co.dodge.wi.us https://www.co.dodge.wi.gov/departments/departments-e-m/finance/request-for-proposals-bids http://www.demandstar.com/

RFB #30 2025-12 3

RFB PROJECT DETAILS

1. Intent

It is the intent of Dodge County to contract with a contractor/vendor, hereafter referred to as the “Contractor” to supply an aluminum box culvert on CTH DE. The contractor shall deliver the culvert to the work site (see attached plans). The Highway Department will install the culvert. All contractors are responsible for any addendums issued for this project.

2. Packets and Addendums

RFB packet, updates and addenda are available on the Dodge County Request for Proposals/Bids website, https://www.co.dodge.wi.gov/departments/departments-e-m/finance/request-for-proposals-bids. and may also be obtained on DemandStar at: www.demandstar.com

It is the contractor’s responsibility to view the RFB document and check the website for any updates and addenda prior to submitting a bid for this request. Failure to do so in no way obligates the County to issue addendum or other information concerning this request to the contractor.

3. Tentative Project Timeline

Date Time

(CT)

RFB Issued September 11, 2025

Deadline for questions: Questions bust be emailed to:

tsteinbach@co.dodge.wi.us

September 18, 2025 11:00 am

RFB Questions & Answers Published September 19, 2025 11:00 am

Bid Submission Deadline & Public Opening September 25, 2025 9:00 am

Review and Recommendation September/October 2025

Contract Negotiation / Awarding of Contract September/October 2025

4. Questions Due: September 18, 2025, by 11:00 am

Questions- All questions related to this RFB must be in writing and received by the Dodge County Purchasing Department at least five (5) business days prior to the bid due date.

• Questions shall be directed to the Purchasing Agent via email to: tsteinbach@co.dodge.wi.us

• Questions MUST be clearly marked in the subject line: “Questions for RFB # 30 2025-12

MAILED, PHONE CALL AND FAXED QUESTIONS WILL NOT BE ACCEPTED. QUESTIONS RECEIVED AFTER THIS

TIME WILL NOT BE ANSWERED.

5. Questions & Answers Published Date: September 19, 2025, by 11:00 am

Answers: If any questions are received, answers to all written questions will be issued in the form of an addendum.

• Answers will be published on the Dodge County website at: www.co.dodge.wi.us https://www.co.dodge.wi.gov/departments/departments-e-m/finance/request-for-proposals-bids http://www.demandstar.com/ mailto:tsteinbach@co.dodge.wi.us http://www.co.dodge.wi.us/

RFB #30 2025-12 4

• AND on the DemandStar website at www.demandstar.com

It is the responsibility of all interested contractors to access the website(s) for addenda prior to submitting your bid. Oral or other interpretations or clarifications will be without legal effect. Calls for assistance with the website can be made to (920) 386-4224.

6. Due Date & Delivery Address Details: September 25, 2025 by 9:00 am

Bids must be received in a sealed envelope or container no later than the time set above. Bids are due to the Dodge County Highway Department, 211 E. Center St., Juneau, WI 53039. Bids can be submitted by: Hand Delivery, DHL, FedEX, Mail, UPS, USPS, etc. Late bids will not be accepted.

The following information must be clearly marked on the front of the envelope/shipping package:

Name & Address of Bidder Due Date of Bid Bid Number & Title

The following sample mailing label is provided here for your convenience:

• No faxed or email bids are accepted.

• No bid may be withdrawn for ninety (90) days.

• Pricing is to remain firm for a minimum of ninety (90) calendar days following the bid opening date unless the Contractor, upon the request of the County, agrees to an extension.

• A public Bid Opening will be held immediately following the due date and time

7. Selection Criteria

Selection will be based on qualified, responsible, and responsive bidder with lowest price. Dodge County requires a high level of service from any contractor who is looking to do business with the County. Quality, service and price are all critical factors that Dodge County considers when doing business and in continuing business with contractors. This is especially important when it comes to the requirements of this request.

Dissatisfaction due to product or performance may result in Dodge County discontinuing service with a contractor.

From:

To: Dodge County Highway Department 211 E Center St Juneau, WI 53939

SEALED BID

RFB # {RFB # 30-2025-12 & Aluminum Box Culvert – CTH DE} Due Date: September 25, 2025 at 9:00 am

Sample Mailing Label

RFB #30 2025-12 5

8. Award Notification

Intent to Award or Thank you letters will be sent via email to all contractors submitting responses.

9. Format & Submission Requirement

Any deviation from these requirements may result in the bid being considered non-responsive, thus eliminating the contractor from consideration. Return the bid package in its entirety to include the following completed attachments (failure to provide the required documents will result in the automatic rejection of the bid):

• Attachment A – Specifications / Drawings

• Attachment B – RFB Cost Sheet

Cost sheet must be included in the bid package

• Attachment C – Statement of Acknowledgement

Include Bidder’s Certificate with your bid. Even if you have recently submitted this form on a previous project, submittal is required for every project requesting this form.

• Attachment D - Addendum Acknowledgement Complete form and return with the bid package. If no addenda were issued, the contractor shall so indicate and sign this document.

• Bid Bond. If required in Section 10 below, include the Bid Bond (in the form of a Cashier’s Check or Certified Check) with your bid submittal.

• Submit a list of any consultants or subcontractors that may be used to complete this project.

10. Bond Requirements for this Project

Failure to submit a required Bid Bond concurrent with your bid will result in the automatic rejection of your bid. Performance and Payment Bonds may be submitted after the Contract is awarded and signed.

• Bid Bond

A bid bond must be submitted with your bid. The bid bond must be in the form of a Cashier’s Check or Certified Check in the amount of five percent (5%) of the total bid amount. Cashier’s Check or Certified Check will be returned after the project is awarded.

• Performance Bond All projects estimated to cost over $50,000 will require a 100% Performance and Payment Bond to be obtained by the selected contractor and provided to Dodge County prior to commencement of work.

11. Insurance Requirements

Minimum Scope and Limits A. Architects, Engineers, Other professionals – Errors & Omissions (Professional Liability) coverage, with a minimum limit of $1,000,000 per claim, $2,000,000 annual aggregate. This insurance is to be maintained for at least two years after completion of the project. If the contractor changes insurance carriers and this policy is provided on a “claims made” basis, the contractor will secure the appropriate coverage extension to provide coverage to the project for a period of at least two years following the completion of the project.

B. Commercial General Liability coverage with limits of no less than the following:

1. General aggregate limit per project $2,000,000

(Other than Products-Completed Operations)

2. Products-Completed Operations Aggregate per project $1,000,000

3. Personal and Advertising Injury Limit $1,000,000

4. Each Occurrence Limit $1,000,000

5. Fire Damage Limit-any one Fire $ 50,000

RFB #30 2025-12 6

6. Medical Expense Limit-any one Person $ 10,000.

C. Automobile Liability coverage with minimum limits of $1,000,000 combined single limit per accident for bodily injury and property damage, provided on a Symbol 1- Any Auto basis.

D. Worker’s Compensation and Employers Liability Insurance with sufficient limits to meet underlying Umbrella Liability Insurance requirements.

E. Umbrella Liability providing coverage at least as broad as the underlying General Liability, Automobile

Liability and Employers Liability coverages, with a minimum limit of $2,000,000 each occurrence and $2,000,000 annual aggregate, and a maximum self-retention of $10,000.

Other Requirements A. Acceptability of Insurers. Insurance is to be placed with insurers who have a Best’s Insurance Reports rating of no less than A and a Financial Size Category of no less than a Class VI, authorized as an admitted insurance company in the State of Wisconsin.

B. Certificates of Insurance acceptable to Dodge County shall be submitted prior to commencement of the work. Certificates shall contain a provision that coverage afforded under the policies will not be cancelled until at least 30 days’ prior written notice has been given to Dodge County.

C. Dodge County, Dodge County’s elected and appointed officials, and Dodge County employees shall be named as additional insureds on all liability policies for liability arising out of project work. Please provide a copy of this endorsement with your certificate of insurance.

12. General RFB Information

A. Dodge County requires a high level of service from any contractor who is looking to do business with the County. Quality, service and price are all critical factors that Dodge County considers when doing business and in continuing business with contractors. This is especially important when it comes to the requirements of this request. Dissatisfaction due to product or performance may result in Dodge County discontinuing service with a contractor.

B. Dodge County is a tax-exempt municipality under Section 77.54(9a) (b), Wis. Stats.

C. Successful Contractor(s) shall provide a certificate of insurance, including naming Dodge County, its officers, elected officials and employees as Additional Insureds, upon bid award.

D. All bids shall be binding for ninety (90) calendar days following the bid opening date unless the contractor(s), upon the request of the County, agrees to an extension.

E. Payment for services will be made to successful contractor(s) contingent upon County’s acceptance and approval of all work done and/or products provided, or services rendered. Acceptance as herein means acceptance by the County of all work performed or products provided and services rendered, after the department’s authorized agent has found it to be in compliance with the specification requirement. Fuel surcharges or surcharges of any kind will not be allowed.

F. Contractors may withdraw their bid at any time before the bid due date and time by written request for withdrawal to the Purchasing Agent and by presenting proper identification upon request. Faxed and emailed bids will be rejected. Late bids will not be accepted.

RFB #30 2025-12 7

G. Dodge County’s Standard Terms and Conditions available at:

https://www.co.dodge.wi.gov/departments/departments-e-m/finance/purchasing- division are applicable to this request and are hereby made a part of it.

H. RFB packet, updates and addenda are available on the Dodge County Request for Proposals/Bids website, https://www.co.dodge.wi.gov/departments/departments-e-m/finance/request-for-proposals-bids. and may also be obtained on DemandStar at: www.demandstar.com It is the contractor’s responsibility to view the RFB document, and check the website for any updates and addenda prior to submitting a bid for this request. Failure to do so in no way obligates the County to issue addendum or other information concerning this request to the contractor.

I. No reimbursement will be made by the County for any cost incurred in preparing responses to this solicitation, or for cost incurred before a formal notice to proceed is issued if a contract is awarded.

J. Dodge County shall be the owners of any, and all of the reports, plans, specifications and documents resulting from this RFB, and contractor shall provide both digital and hard copies of all reports, plans and documents as indicated in this RFB to Owner in a format usable to the County. Awarded contractor(s) shall also waive any rights to copyright protection so Owner may reproduce, distribute and use all reports, plans, specifications and documents as it so chooses.

K. Any bid/response and any, and all supporting materials submitted in conjunction with this request may become a public record, subject to public inspection.

L. Contractors responding to this request shall include with the bid a proposed contract covering all the terms, conditions and specifications for the performance of all work for this request. Proposed contract shall incorporate at a minimum the County’s terms and conditions and the contract requirements contained herein.

M. Bidders shall list any consultants or subcontractors that may be used to complete this project.

N. All questions resulting in further clarification or modification to this (RFB) document will be handled by written addenda. Questions shall be directed to the Purchasing Agent via email to tsteinbach@co.dodge.wi.us. Questions must be asked at least five (5) business days prior to the bid due date. Questions received after this time may not be answered. Any changes as a result of issues raised will be made by written addenda and posted on the Dodge County website at https://www.co.dodge.wi.gov/departments/departments-e-m/finance/request-for-proposals-bids. and may also be obtained on DemandStar at: www.demandstar.com. It is the contractor’s responsibility to check the website for addenda prior to submitting your bid. Oral and other interpretations or clarifications will be without legal effect.

O. Dodge County assumes no responsibility or liability for any error or omission in any part of this RFB or resulting design. Prior to the deadline for questions, a contractor shall notify Dodge County of any error for any error or omission in any part of this RFB or resulting design. Prior to the deadline for questions, a contractor shall notify Dodge County of any error, omission, inconsistency or other factor which requires clarification that is discovered while reviewing the documents or preparing a bid. Such notification shall be made in writing to Dodge County Purchasing Agent.

P. Confidentiality and Security – This document or any portion thereof may not be used for any purpose other than the submission of bids. The successful contractor must agree to maintain security standards consistent with the confidentiality and security policies of Dodge County and any applicable state or federal laws or regulations. These include strict control of access to secure areas, sensitive data and maintaining confidentiality of information gained while carrying out their contractual obligations. The https://www.co.dodge.wi.gov/departments/departments-e-m/finance/purchasing-division https://www.co.dodge.wi.gov/departments/departments-e-m/finance/purchasing-division https://www.co.dodge.wi.gov/departments/departments-e-m/finance/request-for-proposals-bids https://www.co.dodge.wi.gov/departments/departments-e-m/finance/request-for-proposals-bids

RFB #30 2025-12 8

successful contractor will be required to ensure that all contractor’s personnel providing services to the County which require access to secure and confidential Dodge County information or facilities, meet the criteria for personal security clearance prescribed by Dodge County. Dodge County reserves the right to deny access to any individual that is not fully compliant with security criteria without disruption to timeline or adjustment to project cost.

Q. Dodge County reserves the right to require background checks for any employee or subcontractor employee involved in this project from the awarded contractor(s).

R. Unpublished information pertaining to Dodge County, or its employees obtained by the contractor as a result of participation in this RFB or resulting contract is confidential and must not be disclosed without written authorization from Dodge County Corporation Counsel or pursuant to a court order.

S. INDEMNIFICATION Dodge County requires any contract or agreement to contain an indemnification clause in which contractor holds harmless Dodge County, its officers, elected officials and employees harmless from and against any and all claims arising from contracts between the contractor and third parties made to effectuate the purposes of this RFB. Dodge County will not agree to mutual indemnification or to indemnify vendor.

T. NON-COLLUSIVE STATEMENT Each contractor, by submitting a response, certifies that it is not a party to any collusive action with Dodge County personnel and/or Contractors. Each contractor also certifies that it is not a party to any collusive action with any other party submitting a bid in response to this solicitation.

U. Dodge County reserves the right to reject any or all bids or parts thereof, to waive any technicality in any bid and accept any bid deemed to be the most advantageous to the County. It is possible that multiple awards may be made through this RFB process.

V. This request and possible resulting contract shall be interpreted under the laws of the State of Wisconsin.

Any disputes or claims that arise under this contract shall be litigated in the Circuit Court of Dodge County, WI.

13. RFB Attachments

A. Specifications / Drawings

1) Contractors must adhere to specifications/drawings for this project.

B. RFB Cost Sheet C. Statement of Acknowledgement D. Addendum Acknowledgement

1) Dodge County reserves the right to make changes to this project. Any changes in the scope of work shall be mutually agreed upon by the Contractor and the County.

RFB #30 2025-12 9

ATTACHHMENT A

Specifications / Drawings

SECTION 33 42 26

ALUMINUM BOX CULVERTS

PART 1 GENERAL

1.01 SUMMARY

A. Provide aluminum box culverts as shown and as specified. Comply with applicable provisions of Divisions 00 and 01.

1.02 PRE-INSTALLATION MEETING

A. The manufacturer shall conduct a pre-construction meeting with the aluminum box culvert installer and provide onsite technical assistance as required by the installer.

1.05 SUBMITTALS

A. Shop Drawings: Submit shop drawings and specifications for aluminum box culverts, aluminum headwalls, and aluminum wingwalls. Submitted shop drawings shall include a professional stamp licensed in the state of Wisconsin.

PART 2 PRODUCTS

2.01 ALUMINUM BOX CULVERT

A. Aluminum box culvert structural design shall be based on AASHTO Section 12.

1. Size of culvert shall be 20’-6” span x 7’-3” rise x 65’-3” long.

A. Provide 24’ wide, 2’ high aluminum headwall.

B. Provide 18.25’ and 22.75’ long wing walls consisting of corner and wing panels as shown in the plans. Include necessary deadman and anchors as needed. Slopes along wingwalls will be less than 2:1.

2. Culvert shall have full plate invert with toewalls.

3. Culvert shall be designed to accommodate a minimum depth of cover of 1.4 feet.

B. The manufacturer shall provide the Owner a list detailing a minimum of 10 successful installations of aluminum box culverts they have supplied in the past year.

C. The manufacturer will provide a WisDOT load rating of HL-93.

D. The manufacturer shall assume a foundation bearing capacity of 3,000 psf.

2.03 GRANULAR BEDDING AND BACKFILL

A. Per culvert manufacturer recommendations.

END OF SECTION

33 42 26-1

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WATER

WATER MAIN

WATER SURFACE

WATER TREATMENT PLANT

WELDED WIRE FABRIC

WEST

WITH

WITHOUT

WOVEN WIRE MESH

WWTP

WTP

WTR

WS

WM

WWF

W W/ W/O

WWM

VAR

V

VC

PP

PRIVATE ENTRANCE

PSF

PSI

WASTEWATER TREATMENT

PLANT

SLOPESL

V&B VALVE & BOX

SSMH STORM SEWER MANHOLE

SANITARY MANHOLESAMH

TC

P/L

TOP OF PIPET/O/P

PERMANENT LIMITED EASEMENTPLE

TEMPORARY LIMITED EASEMENTTLE

100 99

SAN MH

HYDRANT

INSULATION

REDUCER

GATE VALVE & BOX

UNDERDRAIN

STM MH

SAN SAN

SF SF

X X X X X

INL

800.80

10+00

SIDEWALK

GRAVEL, DIRT, ETC

ASPHALT, CONCRETE, ETC

T

TRACER WIRE

ACCESS BOX SAN LATERAL WITH

CLEAN OUT

STRUCTURE LABEL

ID, STRUCTURE TYPE SIZE-CASTING

APRON ENDWALL AND

RIP RAP

CP1

BM100

WTR SERVICE

& CURB STOP

W W

FM FM

CS

BEND

AREA

INL

CO

FIELD ENTRANCEFE

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25-0418.00

AUGUST 2025

Green Bay, WI 54304

920.498.1200

CTH DE BRIDGE REPLACEMENT

DODGE COUNTYJWS

TAH

CWG

G-2GENERAL SYMBOLS AND ABBREVIATIONS

HORIZONTAL CONTROL

CONTROL POINT NORTHING EASTING DESCRIPTION

900 721682.30 826298.04 3

4" REBAR IRON ROD W/ AYRES CAP

901 721762.52 826430.03 3

4" REBAR IRON ROD W/ AYRES CAP

VERTICAL CONTROL

BENCH MARK ELEVATION DESCRIPTION

800 875.93 RR SPIKE IN POWER POLE #847512

801 879.20 RR SPIKE IN POWER POLE #CL8 90

PROJECT CONTACTS

NAME OF OWNER ADDRESS CONTACT PERSON PHONE NUMBER/EMAIL SERVICE

DODGE COUNTY 211 EAST CENTER STREET

JUNEAU, WI 53039 NATHAN KEMPKE

(920) 386-3655 nkempke@co.dodge.wi.us ASSISTANT COMMISSIONER

WISCONSIN DEPARTMENT OF

NATURAL RESOURCES

3911 FISH HATCHERY ROAD

FITCHBURG, WI 53711 ERIC HEGGELUND (608) 228-7927 WDNR LIASON

AYRES ASSOCIATES 700 PILGRIM WAY, SUITE 180

GREEN BAY, WI 54304 TRACE HUBBARD (920) 498-1200 PROJECT MANAGER

AYRES ASSOCIATES 700 PILGRIM WAY, SUITE 180

GREEN BAY, WI 54304 CODY GORGES (920) 498-1200 PROJECT ENGINEER

GENERAL PROJECT NOTES

EROSION CONTROL NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING PROPERTY IRONS. PROPERTY IRONS REMOVED OR DISTURBED DURING CONSTRUCTION SHALL BE RE-ESTABLISHED BY A REGISTERED LAND SURVEYOR.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING UTILITIES AND APPURTENANCES NOT SHOWN TO BE REPLACED. TEMPORARY REMOVAL AND ANY DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. EXISTING UTILITIES SHOWN ON THE PLANS MAY VARY. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

UTILITIES TO AVOID POTENTIAL CONFLICTS.

3. EXISTING MATERIALS AND THEIR THICKNESS MAY VARY. ALL COSTS ASSOCIATED WITH REMOVAL OF EXISTING MATERIALS

SHALL BE INCLUDED IN THE COST OF THE WORK.

4. ASPHALT ROADWAY AND DRIVEWAYS SHALL BE SAWCUT PRIOR TO EXCAVATION. REPLACEMENT OF ROADWAY BEYOND LIMITS

SHOWN ON DRAWINGS WITHOUT APPROVAL OF A/E WILL BE AT CONTRACTORS EXPENSE.

5. ALL MATERIALS USED FOR CONSTRUCTION OF THE ROADWAY IMPROVEMENTS SHALL MEET THE MINIMUM MATERIAL AND

INSTALLATION REQUIREMENTS OF THE SPECIFICATION REQUIREMENTS OF THIS PROJECT.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING ASPHALT ON STREETS OUTSIDE OF PROPOSED ROADWAY IMPROVEMENTS. ANY DAMAGE DURING CONSTRUCTION UNDER THIS CONTRACT SHALL BE REPAIRED OR REPLACED

AT CONTRACTORS EXPENSE.

7. PROVIDE FILL AT EACH CORNER OF THE STRUCTURE TO TAPER EXISTING SLOPES INTO THE NEW STRUCTURE AND PROPOSED TYPICAL SECTION. GRADUALLY TAPER SLOPES EAST AND WEST TO MATCH EXISTING.

8. WORK IS TO BE COMPLETED DURING NO/LOW FLOW PERIOD WITH CONSIDERATION FOR FORECASTED PRECIPITATION.

9. CONTRACTOR TO PREPARE AND SUBMIT BYPASS AND DEWATERING PLAN TO ENGINEER FOR REVIEW AND APPROVAL.

10. IN-STREAM DISTURBANCE CANNOT OCCUR BETWEEN MARCH 1 AND JUNE 15. BOTH DATES INCLUSIVE.

1. INSTALL EROSION CONTROL PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY.

2. EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION UNTIL THE SITE IS STABILIZED

BY VEGETATION OR OTHER APPROVED MEASURES.

3. EROSION CONTROL DEVICES DESTROYED OR DAMAGED SHALL BE REPAIRED BY THE END OF THE WORK DAY.

4. INSPECT ALL EROSION CONTROL MEASURES AT LEAST ONCE A WEEK AND AFTER ANY RAINFALL OF 0.5-INCHES OR MORE AND MAKE NEEDED

REPAIRS. RECORD INSPECTIONS AS SPECIFIED.

5. ALL ACTIVITIES SHALL BE CONDUCTED IN A LOGICAL SEQUENCE AS TO MINIMIZE THE AMOUNT OF BARE SOIL EXPOSED AT ANY ONE TIME.

MAINTAIN EXISTING VEGETATION AS LONG AS POSSIBLE.

6. DRAWINGS SHOW GENERAL LOCATIONS OF EROSION CONTROL DEVICES AND SIGNS. ACTUAL LOCATIONS MAY VARY AS DETERMINED BY

ENGINEER IN THE FIELD.

7. EROSION MAT SHALL BE PLACED AT ALL DISTURBED AREAS TO RECEIVE LAWN RESTORATION. THE CONTRACTOR IS RESPONSIBLE FOR

PREVENTING BANK EROSION UNTIL VEGETATION IS ESTABLISHED.

8. IF BYPASS PUMPING IS DONE, USE AN APPROVED SEDIMENT TRAP, FILTER BAG, OR OTHER APPROVED METHOD TO REMOVE SEDIMENT.

9. IF A DIVERSION CHANNEL IS CONSTRUCTED, ADJUST PROPOSED SILT FENCE AS NECESSARY.

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25-0418.00

AUGUST 2025

Green Bay, WI 54304

920.498.1200

CTH DE BRIDGE REPLACEMENT

DODGE COUNTYJWS

TAH

G-3GENERAL NOTES

BM 800 BM 801

CP 900

CP 901

18" HDDP PCP

18" HDDP PCP

18" CMCP

18" CMCP

TPED

18" CMCP

18" CMCP

GUY

WZ

WZ

WZ

WZ

T T

OH

OH OH OH OH OH OH OH OH OH

10+00 11+00 12+00 13+00 13+50

BP

: 1

0+

.0

PI

: 1

1+

.5

EP

: 1

3+

.0

50+00

+0

51+81

BP: 50+00.00

PI: 50+70.84

PI: 50+98.52

EP: 51+80.78

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25

-0.38% 0.18%

VP

I 1

1+

.0

EL

.3

VP

I 1

1+

.0

EL

.0

VP

I 1

2+

.0

EL

.1

6.9

6.7

6.5

6.3

6.1

6.0

3.5

6.0

6.1

6.3

6.5

6.8

7.1

6.

6.

6.

6.

6.

6.

49+50 49+75 50+00 50+25 50+50 50+75 51+00 51+25 51+50 51+75 52+00

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25-0418.00

AUGUST 2025

Green Bay, WI 54304

920.498.1200

CTH DE BRIDGE REPLACEMENT

DODGE COUNTYJWS

TAH

CWG

NORTH

20 400

C-101PLAN AND PROFILE

GENERAL NOTES:

1. SUBMIT WRITTEN PLAN AND DRAWINGS OF PROPOSED METHOD FOR DE-WATERING

AND DIVERSION OF WATER TO WDNR AT LEAST 14 DAYS PRIOR TO START OF

CONSTRUCTION.

2. WATER PUMPED FROM SITE, MUST PASS THROUGH A FILTRATION DEVICE PRIOR TO

ENTERING CREEK.

3. STREAM FLOWS: Q2 = 90 CFS, Q100 = 330 CFS. DURING CONSTRUCTION, ENTIRE

VOLUME OF STREAM FLOW SHALL BE MAINTAINED DOWNSTREAM OF PROJECT SITE.

4. STOCKPILE TRENCH SPOILS AND TOPSOIL IN UPLAND AREAS. PROVIDE SILT FENCE

AROUND ANY MATERIAL STOCKPILES. DO NOT PLACE SPOILS IN WETLAND AREAS

NEAR CREEK. STABILIZE ANY AREAS WITHIN 75-FEET OF ORDINARY HIGH WATER

MARK WITHIN 24 HOURS.

5. THERE SHALL BE NO IN-STREAM / CREEK DISTURBANCE BETWEEN MARCH 1 AND

JUNE 15. BOTH DATES INCLUSIVE.

6. TEMPORARY DAM AND PUMP STATION AS NECESSARY. DAM TO BE APPROVED BY

ENGINEER, AND SHALL CONSIST OF NON-ERODABLE MATERIAL. PUMP DISCHARGE

MUST BE PROTECTED BY EROSION CONTROL.

7. INSTALL EROSION CONTROL PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY.

8. EROSION CONTROL CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE

DURATION OF CONSTRUCTION UNTIL THE SITE IS STABILIZED BY VEGETATION.

9. WORK IS TO BE COMPLETED DURING LOW/NO FLOW PERIOD WITH CONSIDERATION

FOR FORECASTED PRECIPITATION.

10. SEE DETAIL 3/D-1 FOR WINGWALL AND HEADWALL ELEVATION DETAIL.

11. SUBGRADE SOIL BEARING PRESSURE SHALL BE VERIFIED TO MEET OR EXCEED

CULVERT MANUFACTURER SPECIFICATIONS. IF SUBGRADE SOIL BEARING PRESSURE

DOES NOT MEET CULVERT MANUFACTURER SPECIFICATIONS, UNDERCUT SUBGRADE

1-FOOT. PROVIDE STRUCTURAL BACKFILL AND COMPACT IN 6-INCH LIFTS.

CTH DE

SLIT FENCE

(TYP)

LIMITS OF CONSTRUCTION

SAWCUT ASPHALT

(TYP)

MEDIUM RIPRAP

(TYP)

ALUMINUM HEADWALL

AND WINGWALLS (TYP)

PROPOSED PROFILE

EXISTING PROFILE

BYPASS SYSTEM

SILT FENCE

TURN-AROUND

(TYP)

BYPASS SYSTEM

DRAINAGE SWALE

W/ MEDIUM RIRAP

SLOPE INTERCEPT

(TYP)

18" PLASTIC CULVERT

W/ CMP ENDWALLS

INV (W) 869.14

INV (E) 873.54

80 LF @ 5.5%

REMOVE EXISTING BRIDGE

STRUCTURE (TYP)

20'-6" SPAN X 7'-3" RISE X 65'-3" LONG

ALUMINUM BOX CULVERT W/ FULL INVERT

DRAINAGE SWALE

INV 865.00

INV 865.00

PROPOSED PROFILE

SEE DETAILS

PROPOSED ℄ ELEVATION

876.04

EXISTING STREAM

BED

EXCAVATE EXISTING

STREAM BED MATERIAL

EROSION CONTROL NOTES:

1. ALL AREAS TO BE RESTORED WITH WISDOT SEED MIXTURE #10 AND EROSION MAT

CLASS I TYPE 'B' URBAN.

2. PLACE EROSION CONTROL DEVICES AS TO NOT INTERFERE WITH PROPOSED WORK.

HEADWALL

EL 874.25

HEADWALL

EL 874.25

REMOVE EX CULVERT

MEDIUM RIPRAP

MEDIUM RIPRAP

RIGHT-OF-WAY

RIGHT-OF-WAY

RIGHT-OF-WAY

RIGHT-OF-WAY

REMOVE EX SIGNS

(TYP OF 4)

GRAVEL DRIVEWAY RESTORATION

25-FT LANE WIDTH

TRANSITION (TYP)

BM 800 BM 801

CP 900

CP 901

18" HDDP PCP

18" HDDP PCP

18" CMCP

18" CMCP

GUY

WZ

WZ

WZ

T T T T T T

T

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH

11+00 12+00

PI

: 1

1+

.5

50+00

+0

PI: 50+70.84

PI: 50+98.52

0.5 871.0

871.5 87 2.0

872.5

873.0 873.5

874.0

873.5 874.0

874.5 875.0

875.5

876.0

876.0

875.5

875.0 874.5 874.0

873.5 873.0 872.5

872.0

1.587

1.0

869.5

870.0

870.5

871.0

871.5

872.0

872.5

873.0

873.5

874.0

874.5

875.0

875.5

876.0

871.0

871.5

872.0

872.5 873.0

873.5 874.0 874.5 875.0 875.5

876.0

2 87

7 87

8 87

876 875

876.0 876.0

874.0

875.0

9.

7.

7.

8.

9.

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25-0418.00

AUGUST 2025

Green Bay, WI 54304

920.498.1200

CTH DE BRIDGE REPLACEMENT

DODGE COUNTYJWS

TAH

CWG

NORTH

10 200

C-102GRADING PLAN

CTH DE

RIGHT-OF-WAY

RIGHT-OF-WAY

RIGHT-OF-WAY

RIGHT-OF-WAY

SLOPE INTERCEPT

(TYP)

DRAINAGE SWALE

DRAINAGE SWALE

11+00

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 750-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75

11+25

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 750-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75

11+50

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 750-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75

11+10

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 750-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75 0.

6.

0.

5.

0.

6.

0.

5.

-1 0.

6.

-1 4.

5.

-1 0.

5.

.6

6.

.0

6.

.6

5.

-3 5.

1.

.0

1.

-2.6% -0.7%-7.6% -2.7%

18.5% 23.2%

0.

6.

0.

5.

0.

6.

0.

5.

-1 5.

5.

-1 0.

6.

-1 0.

5.

.8

6.

.0

5.

.8

5.

-3 7.

1.

.5

1.

-2.3% -1.2%-6.0% -3.2%

18.6% 21.4%

0.

6.

0.

5.

0.

6.

0.

5.

-1 2.

5.

-1 7.

5.

-1 2.

5.

.0

5.

.0

5.

.0

5.

-4 2.

0.

.4

1.

-2.0% -2.0%-4.0% -4.0%

18.7% 19.3%

0.

6.

0.

5.

0.

6.

0.

5.

-1 2.

5.

-1 7.

5.

-1 2.

5.

.0

5.

.0

5.

.0

5.

-3 2.

3.

.1

3.

43-2.0% -2.0%-4.0% -4.0%

-10.9% -12.3%

RW

RW

RW

RW

RW

RW

RW

RW

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25-0418.00

AUGUST 2025

Green Bay, WI 54304

920.498.1200

CTH DE BRIDGE REPLACEMENT

DODGE COUNTYJWS

TAH

X-101CROSS SECTIONS

11+75

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 750-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75

12+00

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 750-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75

12+15

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 750-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75

11+69

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 750-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75

0.

6.

0.

5.

0.

6.

0.

5.

-1 2.

5.

-1 7.

5.

-1 2.

5.

.0

5.

.0

5.

.0

5.

-3 2.

4.

.4

4.

-2.0% -2.0%-4.0% -4.0% -8.5% -8.7%

0.

6.

0.

5.

0.

6.

0.

5.

-1 2.

5.

-1 7.

5.

-1 2.

5.

.0

5.

.0

5.

.0

5.

-3 3.

4.

.1

4.

-2.0% -2.0%-4.0% -4.0% -8.4% -9.0%

0.

6.

0.

5.

0.

6.

0.

5.

-1 2.

5.

-1 7.

5.

-1 2.

5.

.0

5.

.0

5.

.0

5.

-3 8.

1.

.9

2.

-2.0% -2.0%-4.0% -4.0%

17.6% 18.2%

0.

6.

0.

5.

0.

6.

0.

5.

-1 6.

5.

-1 1.

5.

-1 1.

5.

.6

5.

.1

5.

.6

5.

.2

1.

1.6% -1.2%-3.5% -6.4%

18.2% 16.8%

-5 6.

2.

.8

2.

-6 1.

1.

.0

1.

.7

0.

RW

RW

RW

RW

RW

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25-0418.00

AUGUST 2025

Green Bay, WI 54304

920.498.1200

CTH DE BRIDGE REPLACEMENT

DODGE COUNTYJWS

X-102CROSS SECTIONS

12+25

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 750-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75

0.

6.

0.

5.

0.

6.

0.

5.

-1 0.

6.

-1 6.

5.

-1 0.

5.

.4

6.

.6

5.

.4

5.

.3

1.

-1.3% -0.7%-3.3% -8.3%

19.1% 11.6%

-5 4.

3.

.9

2.

RW

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25-0418.00

AUGUST 2025

Green Bay, WI 54304

920.498.1200

CTH DE BRIDGE REPLACEMENT

DODGE COUNTYJWS

X-103CROSS SECTIONS

NOT TO SCALE1 SILT FENCE

3' MAX*

3' MAX*

3' MAX*

3' MAX*

2'

FOLD

3" MAX

SUPPORT

CHORD

FLOW

GEOTEXTILE

FABRIC

WOOD POSTS LENGTH

4' MIN, 2' MIN DEPTH IN

GROUND

GEOTEXTILE

FABRIC ONLY

BACKFILL AND COMPACT

TRENCH WITH EXCAVATED

SOIL

ATTACH FABRIC TO

TIE POSTS WITH WIRE

STAPLES OR WOODEN

LATH AND NAILS

FLOW

SILT FENCE

*NOTE:

8'-0" POST SPACING ALLOWED IF A

WOVEN GEOTEXTILE FABRIC IS USED.

NOTE:

ADDITIONAL POST DEPTH OR TIE BACKS

MAY BE REQUIRED IN UNSTABLE SOLS.

GENERAL NOTES:

TRENCH SHALL BE A MIN OF 4" WIDE & 6" DEEP TO BURY AND ANCHOR THE

GEOTEXTILE FABRIC, FOLD THE MATERIAL TO FIT TRENCH AND BACKFILL & COMPACT

TRENCH WITH EXCAVATED SOIL.

WOOD POSTS SHALL BE A MIN SIZE OF 1 18" x 1 18" OAK OR HICKORY.

CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING

LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY, USE ONE OF THE FOLLOWING

TWO METHODS;

A. TWIST METHOD -- OVERLAP THE END POSTS AND TWIST, OR ROTATE, AT LEAST 180

DEGREES.

B. HOOK METHOD -- HOOK THE END OF EACH SILT FENCE LENGTH.

TRENCH DETAIL HOOK METHOD

JOINING 2 LENGTHS OF SILT FENCE

TWIST METHODSILT FENCE TIE BACK

(WHEN ADDITIONAL SUPPORT REQUIRED)

FL

O

W

GEOTEXTILE

FABRIC

WOOD POST

WOOD POST GEOTEXTILE

FABRIC

WOOD POST

GEOTEXTILE

FABRIC

FL

O

W

GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

2' MIN

1' M

INWOOD

POST

WOOD

POST

TIEBACK BETWEEN

FENCE POST AND

ANCHOR

FLOW

ANCHOR STAKE

MIN 18" LONG

SILT FENCE

GEOTEXTILE

FABRIC

EXCESS FABRIC

FLOW

NOT TO SCALE2 SILT FENCE TURNAROUND

1' MIN TO

1.5' MAX

10' APPROX

SILT FENCE

NOTE:

TURNAROUNDS - TO REDIRECT AMPHIBIANS AND

REPTILES AWAY FROM CONSTRUCTION ZONE.

NOT TO SCALE3 CULVERT HEADWALL / WINGWALL

18.25' 22.75'

18.25' 22.75'

24' HEADWALL

EL 874.25

24' HEADWALL

EL 874.25

18.25' WINGWALL

EL 871.70

22.75' WINGWALL

EL 872.14

22.75' WINGWALL

EL 871.52

18.25' WINGWALL

EL 872.22

NOTE:

SIDE SLOPES ALONG WINGWALL ARE FLATTER THAN 2:1. ACTUAL SLOPES

TO BE DETERMINED IN THE FIELD.

12' 5'

6:1 MAX

2%4%

6:1 MAX

2% 4%

4" - BASE AGGREGATE SHOULDERS

(TYP)

15" - 1 14" BASE AGGREGATE

DENSE

4" HMA PAVEMENT

(1 3 4" - 4LT 58-34S)

(2 14" - 3LT 58-28S)

NOTES:

TOPSOIL, SEED, FERTILIZE, AND EROSION MAT ALL DISTURBED AREAS.

EROSION MAT TO BE CLASS I, TYPE 'B' URBAN

12'5'

2:1 M

AX 2:1 MAX

20'20'

GEOGRID, TYPE 'SR'

NOT TO SCALE4 PROPOSED TYPICAL SECTION AT CULVERT

°' 15°'

15°'

REVISIONDATEREVISIONDATE

DATE

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25-0418.00

AUGUST 2025

Green Bay, WI 54304

920.498.1200

CTH DE BRIDGE REPLACEMENT

DODGE COUNTYJWS

TAH

D-1GENERAL DETAILS

RFB #30 2025-12 19

ATTACHMENT B

RFB COST SHEET

BASE BID: Base bid includes all work required to complete the Project, including permits, general conditions, overhead, profit, insurance, bonds, taxes, and all other expenses. The base bid shall be awarded to one lowest, responsive, and responsible bidder. Dodge County reserves the right to reject any or all bids or parts thereof, to waive any technicality in any bid and accept any bid deemed to be the most advantageous to the County.

We, the undersigned, propose to the Dodge County Highway Department, Juneau, Wisconsin, the following items, as herein specified by us in accordance with this RFB.

RFB Pricing

Base Bid

Provide costs for all labor, materials, and equipment to complete the project in strict accordance with the Specifications and/or Drawings

FOR THE SUM OF

Dollars $

Pricing will be held for 90 days

Company Submitting Bid

Signature Title

Printed Name

Company Mailing Address

City, State, Zip

Telephone Number

( ) Fax Number ( )

Date Signed

BID MUST BE SIGNED OR IT WILL BE REJECTED. RETURN PACKAGE IN ITS ENTIRETY. ATTACH

DOCUMENTS AS NECESSARY.

RFB #30 2025-12 20

ATTACHMENT C

Statement of Acknowledgment

RFB NUMBER: #30 2025-12

Complete this page and include it with your sealed response to the request.

I have read this Request for Bid (RFB), all the attachments, addenda (if any) and exhibits issued for this project and understand the contents and requirements.

Binding Signatures:

The undersigned contractor, submitting their bid, hereby declares and agrees to be bound, and to perform the work in accordance with all the terms, conditions and requirements of this Request for Bid, the within and foregoing bid, the contract, the applicable specifications, special provisions, and the schedule of prices as hereby submitted and made part of their bid submission.

Company:

Address:

Original Signature:

Name (Print/Type)

Title Date

Phone Number: Fax Number:

E-mail:

RFB #30 2025-12 21

ATTACHMENT D

Addendum Acknowledgement

I/we hereby acknowledge receipt of the following addendum(s):

Addendum No. Dated:

I/we further certify that no agreement has been entered into to prevent competition for said work and that I/we carefully examined the plans, specifications, form of contract and all other contract documents.

I/we further agree to enter into the contract, as provided in the contract documents, under all the terms, conditions and requirements of those documents.

If no addendum were issued, the contractor shall so indicate and sign this document.

Contractor

Representative Signature

ATTACHMENT D Addendum Acknowledgement