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STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION

DIVISION OF TRANSPORTATION SYSTEM DEVELOPMENT NOTICE TO CONTRACTORS

BIDDERS MUST SUBMIT BIDDING PROPOSALS NO LATER THAN 11 A.M. LOCAL TIME, TUESDAY, JANUARY 12, 2021, to the Division of Transportation System Development for the highway work hereinafter described. Bidders must either submit electronic bids on the Internet through the Bid Express on-line bidding exchange or submit sealed bidding proposals on the day of the bid opening to 4th Floor South, Room S437 of the Hill Farms State Transportation Building, 4822 Madison Yards Way, Madison, Wisconsin. The bidding proposals received will then be publicly opened and the results available in 4th Floor South, Room S437. Bidders wishing to submit their sealed bidding proposals by mail to the Bureau of Project Development may do so at their own risk. The correct street address for mailing and/or shipping is: Wisconsin Department of Transportation, Division of Transportation System Development, Bureau of Project Development, 4th Floor South, Room S437, 4822 Madison Yards Way, Madison, Wisconsin, 53705. Bidders wishing to submit their sealed bidding proposals in person prior to the day of the bid opening shall submit them to the Bureau of Project Development, 4th Floor South, Room S437 of the Hill Farms State Transportation Building, 4822 Madison Yards Way, Madison, Wisconsin. The Bureau of Project Development will not open and will return all sealed proposals that are received later than the time identified above. ELECTRONIC BIDDING All bids must be submitted electronically via Bid Express. To request an exception to this requirement, contact the Chief Proposal Management Engineer at (608) 266-3721. PROPOSAL GUARANTY With each sealed proposal, the bidder must include a properly executed bid bond or a cashier’s check, certified check, bank's check, or postal money order in the amount designated on the Highway Work Proposal made payable to the Department. Certified checks shall be drawn on the account of the bidder submitting the proposal. The bidder may also satisfy the proposal guaranty requirements by having a properly executed annual bid bond on file with the Department. For electronic bids submitted on the Internet, the bidder must satisfy the proposal guaranty requirements by having a properly executed annual bid bond on file with the Department.

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PLANS AND PROPOSALS Electronic plans and proposals can be obtained by clicking on the applicable month listed on the Bid Letting Schedule page:

https://wisconsindot.gov/Pages/doing-bus/contractors/hcci/bid-let.aspx The Department has hard copy plans and proposals available for office examination in the respective regional offices where the work is located. PLAN HOLDERS and ELIGIBLE BIDDERS To request to be listed as a Plan Holder or Eligible Bidder, you must submit a completed DT1633 form using the online proposal request application and users guide. This form must be completed and submitted no later than 11:45 AM on the last business day preceding the letting. Information regarding the confidential bidder option can be found on the HCCI homepage:

https://wisconsindot.gov/Pages/doing-bus/contractors/hcci/default.aspx QUALIFICATIONS OF BIDDERS Unless otherwise specified in this advertisement, the Department will issue bidding proposals only to those who have established their qualifications for the work to be bid upon. Any prospective bidder who has not established their qualifications must file a sworn statement with the Department not less than TEN business days prior to the time set for submitting bidding proposals on a form furnished by the Department. The Department will evaluate this statement and will issue bidding proposals as it deems warranted.

https://wisconsindot.gov/Pages/doing-bus/contractors/hcci/bid-let.aspxhttps://trust.dot.state.wi.us/bprshttp://wisconsindot.gov/hcciDocs/dt1633-proposal-request-users-guide.pdfhttps://wisconsindot.gov/Pages/doing-bus/contractors/hcci/default.aspx

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HOURS OF LABOR AND MINIMUM WAGE RATES Pursuant to regulations provided by applicable federal and/or state laws, the hours of labor and minimum wage rates are set forth in the bidding proposals. AFFIRMATIVE ACTION The Wisconsin Department of Transportation, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 US.C. §§ 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. AFFIDAVIT OF NON-COLLUSION Each bidder shall file a sworn statement executed by or on behalf of the person, firm, association, or corporation submitting the bid, certifying that such person, firm, association, or corporation has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action, in restraint of free competitive bidding in connection with the submitted bid. If the bidder fails to submit this sworn statement with the bid, the bidding proposal is irregular, and the Department will reject it. For electronic bids submitted on the Internet, the bidder must satisfy the affidavit of non-collusion requirements by properly completing and submitting their bid through the Bid Express on-line bidding exchange. For sealed proposals, the bidder must satisfy the affidavit of non-collusion requirements by signing the cover of the bidding proposal and having it properly notarized.

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SUMMARY SHEET For your convenience, a summary sheet has been compiled to list the jobs under their classifications. GENERAL CONSTRUCTION 2, 3, 5, 7, 11, 12, 13, 14, 16, 18, 19, 21, 22, 23, 25, 26, 28, 29, 30, 32, 33, 34, 35, 36, 40 GRADING 40 CONCRETE PAVEMENT 28 ASPHALTIC PAVEMENT 20, 22, 29, 30, 36, 38, 40 STRUCTURES 2, 3, 4, 6, 7, 8, 9, 10, 11, 12, 15, 17, 24, 25, 26, 31, 33, 37 BRIDGE PAINTING STREET OR AIRPORT LIGHTING BUILDING CONSTRUCTION INCIDENTAL CONSTRUCTION 1, 13, 14, 16, 21, 24, 27, 32

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1. Southwest Region Pavement Marking, STN Locations Per Annual Plan; SW Region-Wide; 1009-12-95, WISC 2021 074; Various Highways; 0.000 Miles; Pavement Marking.

Guaranty Required: $75,000.00 Estimate of Principal Items: Marking Epoxy, 2,513,229 LF.

DBE Goal: 6 % Contract Completion Date: October 15, 2021

Contact Information: Iver Peterson, (608) 785-9060 / iver.peterson@dot.wi.gov 2. Madison - Lake Mills, CTH A, B-28-41, Airport Road, B-28-35; Jefferson County; 1067-02-72, WISC 2021 075; IH 94; 0.000 Miles; Excavation, Base, Concrete Pavement, HMA Pavement, Curb and Gutter, Beam Guard, Pavement Marking, Bridge Rehabilitation, and Bridge Painting.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 912 CY; Backfill Structure, 82 Ton; Base Aggregate Dense, 2,302 Ton; Select Crushed Material, 85 Ton; Concrete Pavement, 58 SY; Concrete Masonry Bridges, 374 CY; Bar Steel Reinforcement, 1,300 Lbs; Bar Steel Reinforcement Coated, 86,420 Lbs; Marking Epoxy, 4,040 LF; Construction Staking, 2,528 LF; Construction Staking, 4 Each; Construction Staking, 2 LS; Concrete Curb and Gutter, 65 LF; Beam Guard, 300 LF; HMA Pavement, 660 Ton; Removing Asphaltic Surface Milling, 1,695 SY; Tack Coat, 70 Gals; Fence Chain Link 6-Ft, 582 LF.

DBE Goal: 5 % Contract Completion Time: 55 Working Days

Contact Information: John Jenkins, (608) 246-3866 / john.jenkins@dot.wi.gov 3. Columbus - Watertown, Beaver Dam River, Structure B-14-0060; Dodge County; 1400-00-84, WISC 2021 076; STH 16; 0.122 Miles; Base, Asphaltic Surface, Curb and Gutter, Beam Guard, Pavement Marking, and Bridge Deck Replacement.

Guaranty Required: $40,000.00 Estimate of Principal Items: Backfill Structure, 214 Ton; Base Aggregate Dense, 174 Ton; Select Crushed Material, 60 Ton; Concrete Pavement, 218 SY; Concrete Masonry Bridges, 259 CY; Bar Steel Reinforcement, 2,200 Lbs; Bar Steel Reinforcement Coated, 56,720 Lbs; Marking Epoxy, 2,050 LF; Construction Staking, 1,040 LF; Construction Staking, 2 LS; Concrete Curb and Gutter, 58 LF; Beam Guard, 200 LF; Beam Guard Energy Absorbing Terminals, 4 Each; Asphaltic Surface, 238 Ton; Removing Asphaltic Surface Milling, 2,006 SY; Tack Coat, 121 Gals.

DBE Goal: 5 % Contract Completion Time: 45 Working Days

Contact Information: Matthew Lamb, (608) 246-5638 / matthew.lamb@dot.wi.gov

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4. Town of Jefferson, Will Road, Deer Creek Bridge, B-28-0194; Jefferson County; 3636-00-72; Local Street; 0.025 Miles; Excavation, Base, Asphaltic Surface, Signs, and Bridge Replacement.

Guaranty Required: $20,000.00 Estimate of Principal Items: Excavation Common, 124 CY; Backfill Structure, 230 Ton; Base Aggregate Dense, 207 Ton; Concrete Masonry Bridges, 127 CY; Bar Steel Reinforcement, 3,800 Lbs; Bar Steel Reinforcement Coated, 15,400 Lbs; Piling Steel, 600 LF 10-Inch; Construction Staking, 288 LF; Construction Staking, 2 LS; Asphaltic Surface, 61 Ton; Tack Coat, 14 Gals; Signs, 12 SF.

DBE Goal: NA Contract Completion Time: 27 Working Days

Contact Information: Zachary Pearson, (608) 246-5319 / zachary.pearson@dot.wi.gov

5. Spring Green - Madison, Walter Road to CTH KP; Dane County; 5310-02-76, WISC 2021 077; USH 14; 0.797 Miles; Excavation, Base, HMA Pavement, Concrete Pavement, Curb and Gutter, Sidewalk, Signs, Beam Guard, Pavement Marking, Traffic Signals, Street Lighting, and Storm Sewer.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 27,121 CY; Borrow, 489 CY; Base Aggregate Dense, 38,626 Ton; Concrete Pavement, 73 SY; Marking Epoxy, 18,963 LF; Construction Staking, 52,885 LF; Construction Staking, 146 Each; Construction Staking, 2 LS; Culvert Pipe, 154 LF 18”; Storm Sewer Pipe Reinforced Concrete, 1,078 LF 12“, 282 LF 15“, 517 LF 18“, 1,895 LF 24“, 898 LF 30“; Concrete Curb and Gutter, 7,353 LF; Concrete Sidewalk, 24,794 SF; Beam Guard, 531 LF; Beam Guard Energy Absorbing Terminals, 2 Each; HMA Pavement, 7,334 Ton; Removing Asphaltic Surface Milling, 1,280 SY; Tack Coat, 2,463 Gals; Signs, 357 SF; Storm Sewer Rock Excavation, 500 CY; Conduit Rigid Nonmetallic Schedule 40 2-inch, 4,184 LF.

DBE Goal: 5 % Contract Completion Time: 75 Working Days

Contact Information: Amy Coughlin, (608) 245-5358 / amy.coughlin@dot.wi.gov

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6. Town of Marietta, Marietta Valley Road, Woodward Hollow Creek Bridge, B-12-0249; Crawford County; 5329-00-70; Local Street; 0.027 Miles; Excavation, Base, Asphaltic Surface, Signs, and Bridge Replacement.

Guaranty Required: $20,000.00 Estimate of Principal Items: Excavation Common, 99 CY; Backfill Structure, 210 Ton; Base Aggregate Dense, 183 CY; Concrete Masonry Bridges, 143 CY; Bar Steel Reinforcement, 3,380 Lbs; Bar Steel Reinforcement Coated, 18,330 Lbs; Piling Steel, 575 LF 10-Inch; Construction Staking, 291 LF; Construction Staking, 2 LS; Asphaltic Surface, 32 Ton; Tack Coat, 11 Gals; Signs, 12 SF.

DBE Goal: NA Contract Completion Time: 45 Working Days

Contact Information: Aleigha Burg, (608) 317-9083 / aleigha.burg@dot.wi.gov 7. Town of Scott, Byers Road, Richland Creek Bridge, B-12-0248; Crawford County; 5336-00-73, WISC 2021 078; Local Street; 0.026 Miles; Excavation, Base, Asphaltic Surface, and Bridge Replacement.

Guaranty Required: $20,000.00 Estimate of Principal Items: Excavation Common, 227 CY; Backfill Structure, 280 Ton; Base Aggregate Dense, 205 Ton; Select Crushed Material, 190 Ton; Concrete Masonry Bridges, 128 CY; Bar Steel Reinforcement, 4,116 Lbs; Bar Steel Reinforcement Coated, 15,336 Lbs; Piling Steel, 240 LF 10-Inch; Construction Staking, 300 LF; Construction Staking, 2 LS; Asphaltic Surface, 70 Ton; Tack Coat, 20 Gals; Signs, 12 SF.

DBE Goal: 5 % Contract Completion Time: 40 Working Days

Contact Information: Aleigha Burg, (608) 317-9083 / aleigha.burg@dot.wi.gov 8. CTH X - STH 27, Timber Coulee Creek Bridge, B-62-0260; Vernon County; 5478-00-72, WISC 2021 079; CTH P; 0.024 Miles; Excavation, Base, Asphaltic Surface, Pavement Marking, and Structure Construction.

Guaranty Required: $20,000.00 Estimate of Principal Items: Excavation Common, 210 CY; Borrow, 50 CY; Backfill Structure, 1,380 Ton; Base Aggregate Dense, 376 Ton; Concrete Masonry Bridges, 298 CY; Bar Steel Reinforcement, 9,760 Lbs; Bar Steel Reinforcement Coated, 42,750 Lbs; Piling Steel, 700 LF 10-Inch; Marking Epoxy, 500 LF; Construction Staking, 438 LF; Construction Staking, 2 Each; Construction Staking, 2 LS; Culvert Pipe Corrugated Steel, 51 LF 18“; Asphaltic Surface, 105 Ton; Tack Coat, 32 Gals.

DBE Goal: 4 % Contract Completion Time: 45 Working Days

Contact Information: Aleigha Burg, (608) 317-9083 / aleigha.burg@dot.wi.gov

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9. CTH EE - STH 80, Br. S. Branch Creek Bridge, B-62-0259; Vernon County; 5479-00-70, WISC 2021 080; CTH Q; 0.025 Miles; Excavation, Base, Asphaltic Surface, Pavement Marking, and Structure Replacement.

Guaranty Required: $20,000.00 Estimate of Principal Items: Backfill Structure, 2,175 Ton; Base Aggregate Dense, 376 Ton; Breaker Run, 250 Ton; Concrete Masonry Culverts, 263 CY; Bar Steel Reinforcement, 40,120 Lbs; Bar Steel Reinforcement Coated, 2,530 Lbs; Marking Epoxy, 492 LF; Construction Staking, 396 LF; Construction Staking, 2 LS; Asphaltic Surface, 103 Ton; Tack Coat, 21 Gals.

DBE Goal: 5 % Contract Completion Time: 45 Working Days

Contact Information: Aleigha Burg, (608) 317-9083 / aleigha.burg@dot.wi.gov 10. Town of N. Lancaster, Borah Road, Borah Creek Bridge, B-22-0294; Grant County; 5691-00-79; Local Street; 0.024 Miles; Excavation, Base, Asphaltic Surface, Signs, and Bridge Replacement.

Guaranty Required: $20,000.00 Estimate of Principal Items: Excavation Common, 51 CY; Borrow, 60 CY; Backfill Structure, 460 Ton; Base Aggregate Dense, 175 Ton; Concrete Masonry Bridges, 222 CY; Bar Steel Reinforcement, 4,940 Lbs; Bar Steel Reinforcement Coated, 26,330 Lbs; Piling Steel, 160 LF 10-Inch; Construction Staking, 225 LF; Construction Staking, 2 LS; Asphaltic Surface, 18 Ton; Tack Coat, 5 Gals; Signs, 12 SF.

DBE Goal: NA Contract Completion Time: 50 Working Days

Contact Information: Aleigha Burg, (608) 317-9083 / aleigha.burg@dot.wi.gov 11. Town of Jamestown, Jimtown Road, Kieler Creek Bridge, B-22-0293; Grant County; 5721-00-75; Local Street; 0.051 Miles; Excavation, Base, Asphaltic Surface, Beam Guard, Signs, and Bridge Construction.

Guaranty Required: $20,000.00 Estimate of Principal Items: Excavation Common, 392 CY; Backfill Structure, 760 Ton; Base Aggregate Dense, 780 Ton; Select Crushed Material, 460 Ton; Concrete Masonry Bridges, 267 CY; Bar Steel Reinforcement Coated, 40,030 Lbs; Piling Steel, 179 LF 10-Inch; Construction Staking, 695 LF; Construction Staking, 2 LS; Beam Guard, 157 LF; Asphaltic Surface, 185 Ton; Tack Coat, 52 Gals; Signs, 12 SF.

DBE Goal: NA Contract Completion Time: 45 Working Days

Contact Information: Aleigha Burg, (608) 317-9083 / aleigha.burg@dot.wi.gov

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12. CTH FF - CTH KP, East Branch Blue Mound Creek Bridge, B-13-0686; STH 92 - CTH PB, Mt. Vernon Creek Bridge, B-13-0687; Dane County; 5844-00-74; 5848-00-71; CTH F; CTH A; 0.000 Miles; Grade, Culvert Pipe, Base, Concrete Pavement, Asphalt Pavement, Beam Guard, Signing, Pavement Marking, and Two Structures.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 2,039 CY; Borrow, 260 CY; Backfill Structure, 736 Ton; Base Aggregate Dense, 3,230 Ton; Select Crushed Material, 230 Ton; Concrete Pavement, 232 SY; Concrete Masonry Bridges, 432 CY; Prestressed Girders, 340 LF 45W-Inch; Bar Steel Reinforcement, 10,920 Lbs; Bar Steel Reinforcement Coated, 51,020 Lbs; Piling CIP Concrete, 1,200 LF 12 3/4-Inch; Piling Steel, 630 LF 12-Inch; Marking Epoxy, 4,065 LF; Construction Staking, 3,107 LF; Construction Staking, 1 Each; Construction Staking, 4 LS; Storm Sewer / Culvert Pipe Reinforced Concrete Horizontal Elliptical, 44 LF 19“ X 30“; Beam Guard, 842 LF; Beam Guard Energy Absorbing Terminals, 8 Each; HMA Pavement, 758 Ton; Tack Coat, 151 Gals; Signs, 50 SF; Steel Diaphragms, 6 Each; Tubular Railing, 423 LF; Riprap, 497 CY.

DBE Goal: NA Contract Completion Time: 80 Working Days Contact Information: Mark Westerveld, (608) 246-5355 / mark.westerveld@dot.wi.gov 13. C. Janesville, E. Racine Street, S. Randall Avenue Intersection; Rock County; 5990-01-32, WISC 2021 081; Local Street; 0.129 Miles; Excavation, Concrete Pavement, Curb and Gutter, Sidewalk, Signs, Pavement Marking, Traffic Signals, and Storm Sewer.

Guaranty Required: $20,000.00 Estimate of Principal Items: Excavation Common, 25 CY; Base Aggregate Dense, 70 Ton; Select Crushed Material, 40 Ton; Concrete Pavement, 57 SY; Marking Epoxy, 2,005 LF; Construction Staking, 90 LF; Construction Staking, 5 Each; Construction Staking, 2 LS; Storm Sewer Pipe Reinforced Concrete, 20 LF 12“; Concrete Curb and Gutter, 148 LF; Concrete Sidewalk, 947 SF; Signs, 230 SF; Conduit Rigid Nonmetallic Schedule 40 3-Inch, 430 LF.

DBE Goal: 8 % Contract Completion Date: August 27, 2021

Contact Information: Zachary Pearson, (608) 246-5319 / zachary.pearson@dot.wi.gov

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14. City of Waupun, S. Madison Street, Doty Street to E. Lincoln Street; City of Waupun, S. Madison Street, Doty Street to E. Lincoln Street; Dodge County; 6998-05-05, WISC 2021 082; 6998-05-06; Local Street; 0.000 Miles; Grade, Sanitary Sewer, Storm Sewer, Water Main, Base, Concrete Pavement, Asphalt Pavement, Curb and Gutter, Sidewalk, Signing, and Pavement Marking.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 7,008 CY; Excavation Rock, 3,255 CY; Base Aggregate Dense, 4,765 Ton; Select Crushed Material, 5,610 Ton; Concrete Pavement, 7,105 SY; Marking Epoxy, 6,451 LF; Construction Staking, 5,096 LF; Construction Staking, 49 Each; Construction Staking, 1 LS; Storm Sewer Pipe, 58 LF 12”, 116 LF 15“, 198 LF 18“, 32 LF 21“; Storm Sewer Pipe Reinforced Concrete, 284 LF 12“, 405 LF 15“, 459 LF 18“; Concrete Curb, 103 LF; Concrete Curb and Gutter, 2,962 LF; Concrete Sidewalk, 14,820 SF; Asphaltic Surface, 356 Ton; Signs, 103 SF; Water Hydrant, 4 Each; Storm Sewer Lateral PVC, 72 LF; Water Main PVC, 2,811 LF; Water Service, 1,291 LF; Sanitary Sewer PVC, 3,117 LF.

DBE Goal: 8 % Contract Completion Date: August 27, 2021

Contact Information: Zachary Pearson, (608) 246-5319 / zachary.pearson@dot.wi.gov

15. Various Bridge Locations, Bridge Rehab; Milwaukee County; 1000-09-75, WISC 2021 083; Various Highways; 0.000 Miles; Structures B-40-9, 63, and 64.

Guaranty Required: $75,000.00 Estimate of Principal Items: Bar Steel Reinforcement Coated, 50 Lbs; Cleaning and Sealing Concrete Girder Ends, 137 Each; Shotcrete Surface Repair, 5,793 SF; Fiber Wrap Reinforcement Structural, 380 SF.

DBE Goal: 2 % Contract Completion Date: July 30, 2021

Contact Information: Mark Wilfert, (262) 548-5936 / mark.wilfert@dot.wi.gov 16. Ancillary Structure Rehab / Replace 2021, Locations on STN Per Annual Plan; Statewide; 1000-20-63; Various Highways; 0.000 Miles; Ancillary Structure Rehab and Replacement.

Guaranty Required: $20,000.00 Estimate of Principal Items: Signs, 144 SF; Vertical Sign Support, 10 Each; Sign Panel Connector, 19 Each; Dished Washer, 11 Each; Signal Mounting Hardware, 48 Each.

DBE Goal: NA Contract Completion Date: December 1, 2021

Contact Information: Frank Pritzlaff, (262) 548-5683 / frank.pritzlaff@dot.wi.gov

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17. IH 43, Rock Freeway, 124th Street and 116th Street Br.; IH 43, Rock Freeway, STH 83 to STH 164; IH 43, Rock Freeway, STH 164 to Beloit Road; Milwaukee; Waukesha; and Waukesha Counties; 1090-05-72, WISC 2020 245; 1090-08-72, WISC 2021 057; 1090-35-70, WISC 2021 056; IH 43; 0.000 Miles; Milling, Asphalt Pavement, Pavement Marking and Structures.

Guaranty Required: $75,000.00 Estimate of Principal Items: Marking Epoxy, 12,147 LF; Asphaltic Surface, 6 Ton; Removing Asphaltic Surface Milling, 103 SY; Concrete Surface Repair, 205 SF; Polymer Overlay, 19,592 SY; Rapid Set Deck Repair, 10 CY; Concrete Bridge Deck Methacrylate Flood Seal, 6,193 SY.

DBE Goal: 12 % Contract Completion Date: September 15, 2021

Contact Information: Amanda Johansen, (262) 521-4465 / amanda.johansen@dot.wi.gov

18. Zoo Freeway, Burleigh Street to Good Hope Road; Milwaukee County; 1100-01-77, WISC 2021 084; IH 41; 0.000 Miles; Mill, Grade, Storm Sewer, Base, Concrete Pavement, Asphalt Pavement, Curb and Gutter, Sidewalk, Concrete Barrier, Beam Guard, Signing, Signals, FTMS, Lighting, Pavement Marking, and Structures.

Guaranty Required: $300,000.00 Estimate of Principal Items: Excavation Common, 3,262 CY; Borrow, 168 CY; Backfill Structure, 180 Ton; Base Aggregate Dense, 1,629 Ton; Breaker Run, 1,883 CY; Concrete Pavement, 12,747 SY; Concrete Masonry Bridges, 52 CY; Concrete Masonry Overlay, 86 CY; Bar Steel Reinforcement, 3,870 Lbs; Bar Steel Reinforcement Coated, 16,770 Lbs; Marking Tape, 24,628 LF; Marking Epoxy, 88,139 LF; Storm Sewer Pipe, 122 LF 12”, 13 LF 15“; Concrete Curb, 72 LF; Concrete Curb and Gutter, 5,659 LF; Concrete Sidewalk, 8,698 SF; Beam Guard, 1,329 LF; Beam Guard Energy Absorbing Terminals, 8 Each; Asphaltic Surface, 11 Ton; HMA Pavement, 16,974 Ton; Removing Asphaltic Surface Milling, 14,470 Ton; Tack Coat, 8,731 Gals; Signs, 2,391 SF; Expansion Device, 560 LF; Concrete Surface Repair, 1,456 SF; Concrete Barrier, 311 LF; Riprap, 58 CY; Pull Boxes, 120 Each; Concrete Bases, 59 Each; Poles, 39 Each; Communication Vault, 3 Each; Polyster Polymer Concrete Overlay, 5,451 SY.

DBE Goal: 15 % Contract Completion Date: November 15, 2021

Contact Information: Georgia Vergou, (262) 548-8812 / georgia.vergou@dot.wi.gov

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19. Sheridan Road, City of Kenosha, 91st Street to 85th Street; Kenosha County; 3240-14-70, WISC 2021 085; STH 32; 0.000 Miles; Milling, Grading, Storm Sewer, Base, Concrete Pavement, Asphalt Pavement, Curb and Gutter, Sidewalk, Signals, Lighting, Signing, and Pavement Marking.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 16,787 CY; Base Aggregate Dense, 9,182 Ton; Breaker Run, 12,626 Ton; Concrete Pavement, 16,412 SY; Marking Epoxy, 26,678 LF; Construction Staking, 26,958 LF; Construction Staking, 135 Each; Construction Staking, 2 LS; Storm Sewer Pipe Reinforced Concrete, 503 LF 12“, 32 LF 18“; Concrete Curb, 164 LF; Concrete Curb and Gutter, 8,242 LF; Concrete Sidewalk, 10,590 SF; Asphaltic Surface, 113 Ton; HMA Pavement, 5,282 Ton; Removing Asphaltic Surface Milling, 3,815 SY; Tack Coat, 5,617 Gals; Signs, 1,074 SF; Pull Boxes, 30 Each; Concrete Bases, 60 Each; Poles, 57 Each.

DBE Goal: 15 % Contract Completion Date: October 29, 2021

Contact Information: Mark Wilfert, (262) 548-5936 / mark.wilfert@dot.wi.gov 20. Milwaukee - Green Bay Road, SCL - Wilson / Lima Road; Port Washington - Cedar Grove, IH 43 - CTH D; Sheboygan County; 1221-09-71, WISC 2021 086; 4540-27-71, WISC 2021 091; IH 43; STH 32; 8.366 Miles; Grading, Base, Milling, Base Patching, Asphalt Pavement, Culvert Pipe, Curb and Gutter, Sidewalk, Adjusting Beam Guard, Pavement Markings, and Signs.

Guaranty Required: $100,000.00 Estimate of Principal Items: Excavation Common, 650 CY; Base Aggregate Dense, 9,817 Ton; Marking Tape, 29,036 LF; Marking Epoxy, 206,216 LF; Construction Staking, 86,486 LF; Construction Staking, 5 Each; Construction Staking, 2 LS; Culvert Pipe, 72 LF 24”, 76 LF 30“; Concrete Curb and Gutter, 999 LF; Concrete Sidewalk, 5,270 SF; Asphaltic Surface, 136 Ton; HMA Pavement, 81,119 Ton; Removing Asphaltic Surface Milling, 354,372 SY; Tack Coat, 35,165 Gals; Signs, 3,738 SF; Base Patching Concrete, 1,573 SY; Adjusting Steel Plate Beam Guard, 6,850 LF.

DBE Goal: 11 % Contract Completion Date: September 2, 2021

Contact Information: Paul Brauer, (920) 366-1097 / paul.brauer@dot.wi.gov

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21. Port Washington - Sheboygan, CTH V - CTH EE; Manitowoc - Green Bay, Polifka Road – Fisherville Road; Sheboygan and Manitowoc Counties; 1221-18-71, WISC 2021 087; 1225-09-71, WISC 2021 088; IH 43; 2.754 Miles; Grading, Base, and Cable Barrier.

Guaranty Required: $75,000.00 Estimate of Principal Items: Base Aggregate Dense, 281 Ton; Cable Barrier, 21,723 LF; Cable Barrier Median Grading, 215 Sta.

DBE Goal: 7 % Contract Completion Date: August 30, 2021

Contact Information: Brian Haen, (920) 366-4788 / brian.haen@dot.wi.gov 22. SCL - Kewaunee, SCL - South City Limits Kewaunee; Kewaunee County; 1470-25-71, WISC 2021 089; STH 42; 9.903 Miles; Grading, Base, Milling, Asphalt Pavement, Culvert Pipe, Storm Sewer, Box Culvert Replacement, Beam Guard, and Pavement Markings.

Guaranty Required: $100,000.00 Estimate of Principal Items: Excavation Common, 3,611 CY; Backfill Structure, 4,671 Ton; Base Aggregate Dense, 11,586 Ton; Select Crushed Material, 210 Ton; Breaker Run, 214 Ton; Concrete Masonry Culverts, 415 CY; Bar Steel Reinforcement, 54,050 Lbs; Bar Steel Reinforcement Coated, 6,950 Lbs; Marking Epoxy, 154,490 LF; Construction Staking, 73,276 LF; Construction Staking, 5 Each; Construction Staking, 2 LS; Culvert Pipe Corrugated Steel, 57 LF 18“, 74 LF 24“; Culvert Pipe Reinforced Concrete, 152 LF 30“; Storm Sewer Pipe Reinforced Concrete, 126 LF 18”; Beam Guard, 6,764 LF; Beam Guard Energy Absorbing Terminals, 28 Each; Asphaltic Surface, 270 Ton; HMA Pavement, 50,460 Ton; Removing Asphaltic Surface Milling, 194,740 SY; Tack Coat, 25,850 Gals; Pipe Arch Corrugated Steel 57“ X 38”, 4 LF; Foundation Backfill, 320 CY.

DBE Goal: 8 % Contract Completion Date: October 15, 2021 Contact Information: Jeremy Ashauer, (920) 412-6381 / jeremy.ashauer@dot.wi.gov

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23. V. Bellevue, Manitowoc Road, Allouez Avenue - Kewaunee Road; Brown County; 4516-08-71, WISC 2021 090; Local Street; 1.440 Miles; Grading, Base, Asphalt Pavement, Storm Sewer, Concrete Driveway, Curb and Gutter, Sidewalk, Box Culvert Extension, Chain Link Fence, Pavement Markings, and Signs.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 5,128 CY; Backfill Structure, 695 Ton; Base Aggregate Dense, 6,883 Ton; Breaker Run, 50 Ton; Concrete Masonry Culverts, 81 CY; Bar Steel Reinforcement, 5,270 Lbs; Bar Steel Reinforcement Coated, 4,930 Lbs; Marking Epoxy, 34,436 LF; Construction Staking, 39,878 LF; Construction Staking, 30 Each; Construction Staking, 1 LS; Storm Sewer Pipe Reinforced Concrete, 64 LF 12“; Concrete Curb, 184 LF; Concrete Curb and Gutter, 15,748 LF; Concrete Sidewalk, 59,491 SF; Asphaltic Surface, 88 Ton; HMA Pavement, 8,016 Ton; Tack Coat, 2,440 Gals; Signs, 321 SF; Concrete Driveway, 5,406 SY; Storm Sewer Pipe 18”, 12 LF; Storm Sewer Pipe Composite 8” 829 LF, 12” 115 LF, 6” 61 LF; Chain Link Fence, 232 LF.

DBE Goal: 10 % Contract Completion Time: 60 Working Days

Contact Information: Scott Ebel, (920) 360-2225 / scott.ebel@dot.wi.gov 24. T. Wrightstown, CTH ZZ, Clay Street - Mallard Road; Brown County; 4616-03-71, WISC 2021 092; CTH ZZ; 0.393 Miles; Grading, Base, Concrete Driveway, Curb and Gutter, Sidewalk, Storm Sewer, and Retaining Wall.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 5,148 CY; Base Aggregate Dense, 3,773 Ton; Base Aggregate Open Graded, 17 Ton; Breaker Run, 7,140 Ton; Concrete Masonry Retaining Walls, 944 CY; Bar Steel Reinforcement Coated, 100,990 Lbs; Structural Steel Carbon, 256,284 Lbs; Structural Steel HS, 23,310 Lbs; Construction Staking, 9,100 LF; Construction Staking, 30 Each; Construction Staking, 2 LS; Storm Sewer Pipe Reinforced Concrete, 304 LF 12“, 1,074 LF 24“, 186 LF 15“, 407 LF 18“; Concrete Curb and Gutter, 2,874 LF; Concrete Sidewalk, 15,650 SF; Concrete Driveway, 65 SY; Steel Sheet Piling, 67,856 SF; Sheet Pile Wall Backfill, 14,770 Ton.

DBE Goal: 10 % Contract Completion Date: October 15, 2021

Contact Information: Bill Bertrand, (920) 360-3124 / william.bertrand@dot.wi.gov

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25. T. Ashford, CTH H, East Branch Rock River Bridge; Fond du Lac County; 4850-01-71; CTH H; 0.045 Miles; Grading, Base, Asphalt Pavement, Concrete Pavement Approach Slabs, Bridge Replacement, Culvert Pipe, Beam Guard, Pavement Markings, and Signs.

Guaranty Required: $20,000.00 Estimate of Principal Items: Excavation Common, 1,255 CY; Backfill Structure, 290 Ton; Base Aggregate Dense, 1,110 Ton; Concrete Pavement, 145 SY; Bar Steel Reinforcement, 4,590 Lbs; Bar Steel Reinforcement Coated, 20,690 Lbs; Piling CIP Concrete, 180 LF 10 3/4-Inch; Marking Epoxy, 871 LF; Construction Staking, 1,386 LF; Culvert Pipe, 36 LF 30”; Beam Guard, 160 LF; Beam Guard Energy Absorbing Terminals, 4 Each; Asphaltic Surface, 145 Ton; Tack Coat, 41 Gals; Signs, 12 SF.

DBE Goal: NA Contract Completion Time: 35 Working Days

Contact Information: Bryan Learst, (920) 366-5639 / bryan.learst@dot.wi.gov 26. V. Suamico, CTH M, Suamico River Bridge and Approaches; Brown County; 9267-04-71; CTH M; 0.069 Miles; Grading, Base, Asphalt Pavement, Bridge Replacement, Culvert Pipe, Beam Guard, Signs, and Pavement Markings.

Guaranty Required: $40,000.00 Estimate of Principal Items: Excavation Common, 737 CY; Backfill Structure, 640 Ton; Base Aggregate Dense, 720 Ton; Breaker Run, 1,300 Ton; Concrete Masonry Bridges, 210 CY; Prestressed Girders, 284 LF 36-Inch; Bar Reinforcement, 5,730 Lbs; Bar Steel Reinforcement Coated, 21,640 Lbs; Piling Steel, 315 LF 10-Inch; Marking Epoxy, 1,456 LF; Construction Staking, 906 LF; Construction Staking, 2 LS; Beam Guard, 208 LF; Beam Guard Energy Absorbing Terminals, 4 Each; HMA Pavement, 310 Ton; Tack Coat, 80 Gals; Signs, 82 SF; Pipe Arch Corrugated Steel 28” X 20”, 36 LF.

DBE Goal: NA Contract Completion Date: September 3, 2021 Contact Information: Tim Verhagen, (920) 362-1267 / timothy.verhagen@dot.wi.gov

27. North Central Region Epoxy Pavement Marking, Locations on STN Per Annual Plan; NC Region-Wide; 1009-42-25, WISC 2021 093; Various Highways; 0.000 Miles; Pavement Markings.

Guaranty Required: $40,000.00 Estimate of Principal Items: Marking Epoxy, 1,922,829 LF.

DBE Goal: 3 % Contract Completion Date: October 31, 2021

Contact Information: Mike Worzella, (715) 421-8003 / michael.worzella@dot.wi.gov

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28. Packwaukee - Plainfield, STH 73 Interchange; Plainfield - Wisconsin Rapids, 5th Avenue - 4th Court; Waushara County; 1160-00-79, WISC 2021 094; 6321-00-71, WISC 2021 095; IH 39; STH 73; 0.806 Miles; Grading, Base, Milling, Asphalt Pavement, Concrete Pavement, Culvert Pipe, Storm Sewer, Curb and Gutter, Sidewalk, Signs, and Pavement Markings.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 11,896 CY; Borrow, 221 CY; Base Aggregate Dense, 23,493 Ton; Concrete Pavement, 24,282 SY; Marking Epoxy, 24,879 LF; Construction Staking, 6,343 LF; Construction Staking, 9 Each; Construction Staking, 2 LS; Culvert Pipe Corrugated Steel, 65 LF 24“, 106 LF 30“, 11 LF 36“; Culvert Pipe Reinforced Concrete, 39 LF 18“, 43 LF 36“, 24 LF 79“, 37 LF 30“; Storm Sewer Pipe Reinforced Concrete, 14 LF 18”; Culvert Pipe Reinforced Concrete Horizontal Elliptical, 9 LF 19“ X 30“; Concrete Curb and Gutter, 7,450 LF; Concrete Sidewalk, 6,052 SF; Asphaltic Surface, 2,174 Ton; HMA Pavement, 1,206 Ton; Removing Asphaltic Surface Milling, 990 SY; Tack Coat, 1,092 Gals; Signs, 18 SF; Route and Seal, 8,608 LF.

DBE Goal: 3 % Contract Completion Date: August 27, 2021 Contact Information: Wendy Arneson, (715) 421-7391 / wendy.arneson@dot.wi.gov

29. Pittsville - Marshfield, STH 73 - USH 10; Wood County; 6949-00-73, WISC 2021 096; CTH A; 11.798 Miles; Milling, Asphalt Pavement, Pavement Markings, and Signs.

Guaranty Required: $40,000.00 Estimate of Principal Items: Marking Epoxy, 178,550 LF; Asphaltic Surface, 2,300 Ton; Removing Asphaltic Surface Milling, 13,670 SY; Tack Coat, 980 Gals; Signs, 130 SF.

DBE Goal: 3 % Contract Completion Time: 10 Working Days Contact Information: Jason Schaeffer, (715) 521-7309 / jason.schaeffer@dot.wi.gov

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30. Armstrong Creek - Florence, West Oneonta Lane - Woods Creek Road; Armstrong Creek - Florence, USH 8 - West Oneonta Lane; Florence and Forest Counties; 9304-11-70, WISC 2021 097; 9304-12-70, WISC 2021 098; STH 101; 12.557 Miles; Grading, Base, Milling, Asphalt Pavement, Culvert Pipe, Curb and Gutter, Beam Guard, and Pavement Markings.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 7,970 CY; Borrow, 2,479 CY; Backfill Granular, 140 CY; Base Aggregate Dense, 7,811 Ton; Marking Epoxy, 207,000 LF; Construction Staking, 69,567 LF; Construction Staking, 14 Each; Construction Staking, 2 LS; Culvert Pipe, 78 LF 36”; Culvert Pipe Reinforced Concrete, 720 LF 24“, 134 LF 30“, 52 LF 36“; Culvert Pipe Reinforced Concrete Horizontal Elliptical, 45 LF 24“ X 38“; Concrete Curb and Gutter, 1,583 LF; Beam Guard, 1,828 LF; Beam Guard Energy Absorbing Terminals, 8 Each; Asphaltic Surface, 2,486 Ton; HMA Pavement, 26,784 Ton; Removing Asphaltic Surface Milling, 243,738 SY; Tack Coat, 17,150 Gals.

DBE Goal: 3 % Contract Completion Time: 55 Working Days

Contact Information: Stacy Hagenbucher, (715) 365-5770 / stacy.hagnebucher@dot.wi.gov

31. Morner Road - Goetzke Road, Douglas Creek Bridge, B-50-92; V. Prentice, Railroad Street (CTH A), South Fork Jump River Bridge; Price County; 9476-02-70; 9892-07-71; CTH C; CTH A; 0.056 Miles; Grading, Base, Asphalt Pavement, Concrete Pavement Approach Slab, Bridge Replacement, Culvert Pipe, Curb and Gutter, Guardrail, Pavement Marking, and Signs.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 537 CY; Backfill Structure, 868 Ton; Base Aggregate Dense, 951 Ton; Concrete Pavement, 128 SY; Concrete Masonry Bridges, 414 CY; Bar Steel Reinforcement, 10,460 Lbs; Bar Steel Reinforcement Coated, 46,990 Lbs; Piling CIP Concrete, 770 LF 10 3/4-Inch; Piling Steel, 900 LF 14-Inch; Marking Paint, 1,204 LF; Construction Staking, 804 LF; Construction Staking, 4 LS; Culvert Pipe Corrugated Steel, 35 LF 18“; Concrete Curb and Gutter, 136 LF; Beam Guard, 118 LF; Beam Guard Energy Absorbing Terminals, 3 Each; Asphaltic Surface, 203 Ton; Tack Coat, 38 Gals; Signs, 24 SF.

DBE Goal: NA Contract Completion Time: 70 Working Days

Contact Information: Michael Grage, (715) 365-5705 / michael.grage@dot.wi.gov

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32. Northwest Region Pavement Marking 2021, Various Highways, NW Region-Wide; NW Region-Wide; 1000-18-21, WISC 2021 099; Various Highways; 0.000 Miles; Region-wide Pavement Marking.

Guaranty Required: $75,000.00 Estimate of Principal Items: Marking Epoxy, 1,828,953 LF.

DBE Goal: 3 % Contract Completion Date: October 31, 2021 Contact Information: Jeffrey Emerson, (715) 635-4972 / jeffrey.emerson@dot.wi.gov

33. Baldwin - Menomonie, CTH NN Bridge Eastbound, B-55-0271; Baldwin - Menomonie, CTH NN Bridge Westbound, B-55-0270; Baldwin - Menomonie, Carr Creek Eastbound Bridges, B-55-0281 and 0285; Baldwin - Menomonie, Carr Creek Westbound Bridges, B-55-0282 and 0286; St. Croix County; 1021-00-78, WISC 2021 100; 1021-00-79, WISC 2021 101; 1021-04-77, WISC 2021 102; 1021-04-78, WISC 2021 103; IH 94; 2.915 Miles; Excavation, Base, Concrete Pavement, HMA Pavement, Curb and Gutter, Sidewalk, Signs, Beam Guard, Cable Barrier, Pavement Marking, and Structure Replacements.

Guaranty Required: $490,000.00 Estimate of Principal Items: Excavation Common, 150,234 CY; Borrow, 116,051 CY; Selected Borrow, 2,593 CY; Backfill Structure, 2,517 Ton; Base Aggregate Dense, 119,167 Ton; Select Crushed Material, 6,118 Ton; Breaker Run, 57 Ton; Concrete Pavement, 43,635 SY; Concrete Masonry Bridges, 4,178 CY; Concrete Masonry Culverts, 101 CY; Prestressed Girders, 2,590 LF 28-Inch, 1,855 LF 36-Inch; Bar Steel Reinforcement, 89,475 Lbs; Bar Steel Reinforcement Coated, 559,320 Lbs; Piling CIP Concrete, 8,140 LF 10 3/4-Inch; Piling Steel, 3,315 LF 12-Inch; Construction Staking, 121,132 LF; Construction Staking, 12 Each; Construction Staking, 11 LS; Culvert Pipe, 238 LF 24”, 266 LF 36“; Culvert Pipe Reinforced Concrete, 937 LF 24“, 279 LF 30“; Concrete Curb and Gutter, 610 LF; Concrete Sidewalk, 160 SF; Beam Guard, 4,613 LF; Beam Guard Energy Absorbing Terminals, 11 Each; HMA Pavement, 11,220 Ton; Removing Asphaltic Surface Milling, 5,430 SY; Tack Coat, 5,785 Gals; Signs, 12 SF; Cable Barrier Type 1, 7,250 LF; Fence Woven Wire 4-Ft, 11,630 LF; Marking Line Grooved Wet Ref Epoxy 4-Inch, 36,395 LF.

DBE Goal: 3 % Contract Completion Date: November 10, 2022

Contact Information: Stacie Lambele, (715) 577-2967 / stacie.lambele@dot.wi.gov

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34. Minong - Solon Springs, STH 77 Intersection; Washburn County; 1195-01-76, WISC 2021 104; USH 53; 0.400 Miles; Excavation, Base, Concrete Pavement, HMA Pavement, Asphaltic Surface, Curb and Gutter, Sidewalk, Signs, Pavement Marking, and Street Lighting.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 4,858 CY; Borrow, 1,626 CY; Base Aggregate Dense, 8,850 Ton; Concrete Pavement, 118 SY; Construction Staking, 18,882 LF; Construction Staking, 8 Each; Construction Staking, 2 LS; Culvert Pipe Corrugated Steel, 6 LF 24“; Culvert Pipe Reinforced Concrete, 236 LF 24“; Storm Sewer Pipe Reinforced Concrete, 78 LF 12“, 71 LF 15“; Concrete Curb and Gutter, 1,908 LF; Concrete Sidewalk, 137 SF; Asphaltic Surface, 50 Ton; HMA Pavement, 3,121 Ton; Tack Coat, 1,067 Gals; Signs, 965 SF; Marking Line Grooved Wet Ref Epoxy 4-Inch, 11,406 LF; Conduit Rigid Nonmetallic Schedule 40, 2,379 LF.

DBE Goal: 3 % Contract Completion Date: July 31, 2021

Contact Information: Travis Jensen, (715) 395-3025 / travis.jensen@dot.wi.gov 35. C. Superior, East Second Street, 29th Avenue East - 53rd Avenue East; Douglas County; 1198-03-78, WISC 2021 105; USH 2; 0.000 Miles; Grade, Base, Concrete Pavement, Asphalt Pavement, Curb and Gutter, Signals, Signing, Pavement Marking, and Two Structures.

Guaranty Required: $100,000.00 Estimate of Principal Items: Excavation Common, 660 CY; Backfill Structure, 34 CY; Base Aggregate Dense, 3,302 Ton; Concrete Pavement, 13,749 SY; Concrete Masonry Bridges, 3 CY; Bar Steel Reinforcement Coated, 70 Lbs; Marking Epoxy, 59,115 LF; Construction Staking, 13,428 LF; Construction Staking, 50 Each; Construction Staking, 1 LS; Concrete Curb, 48 LF; Concrete Curb and Gutter, 1,980 LF; Concrete Sidewalk, 27,326 SF; Asphaltic Surface, 556 Ton; HMA Pavement, 9,240 Ton; Tack Coat, 7,145 Gals; Signs, 12 SF; Polymer Overlay, 3,000 SY; Concrete Barrier, 188 LF; Pull Boxes, 8 Each; Concrete Bases, 10 Each; Poles, 9 Each.

DBE Goal: 3 % Contract Completion Date: October 1, 2021

Contact Information: Stephanie King, (715) 392-7874 / stephanie.king@dot.wi.gov

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36. Centerville - Independence, STH 35 to Swenson Lane; Centerville - Independence, STH 35 to Swenson Lane; Trempealeau County; 7130-00-73, WISC 2021 106; 7130-00-83, WISC 2021 107; STH 93; 0.000 Miles; Mill, Culvert Pipe, Base, Asphalt Pavement, Curb and Gutter, Beam Guard, and Pavement Marking.

Guaranty Required: $75,000.00 Estimate of Principal Items: Backfill Granular, 1,094 Ton; Base Aggregate Dense, 4,079 Ton; Marking Epoxy, 206,028 LF; Construction Staking, 42,578 LF; Construction Staking, 29 Each; Construction Staking, 1 LS; Culvert Pipe Corrugated Steel, 19 LF 24“; Culvert Pipe Reinforced Concrete, 257 LF 18“, 236 LF 24“, 218 LF 30“, 93 LF 36“; Concrete Curb and Gutter, 60 LF; Beam Guard, 2,580 LF; Beam Guard Energy Absorbing Terminals, 17 Each; Asphaltic Surface, 851 Ton; HMA Pavement, 30,450 Ton; Removing Asphaltic Surface Milling, 140,589 SY; Tack Coat, 8,164 Gals; Riprap, 100 CY.

DBE Goal: 3 % Contract Completion Date: August 20, 2021

Contact Information: Adam Hetrick, (715) 577-8053 / adam.hetrick@dot.wi.gov 37. C. Eau Claire, Dewey Street, Eau Claire River Bridge, B-18-0093; Eau Claire County; 7995-02-48, WISC 2019 815; Local Street; 0.060 Miles; Excavation, Base, Asphaltic Surface, Pavement Marking, Street Lighting, and Structure Construction.

Guaranty Required: $100,000.00 Estimate of Principal Items: Excavation Common, 220 CY; Backfill Structure, 2,070 Ton; Base Aggregate Dense, 375 Ton; Breaker Run, 75 Ton; Concrete Masonry Bridges, 1,301 CY; Bar Steel Reinforcement, 15,760 Lbs; Bar Steel Reinforcement Coated, 222,490 Lbs; Marking Epoxy, 668 LF; Construction Staking, 501 LF; Construction Staking, 2 LS; Concrete Curb and Gutter, 201 LF; Concrete Sidewalk, 1,516 SF; Asphaltic Surface, 90 Ton; Tack Coat, 28 Gals.

DBE Goal: 3 % Contract Completion Date: October 31, 2022

Contact Information: Matthew Thornsen, (715) 225-4159 / matthew.thornsen@dot.wi.gov

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38. C. Eau Claire, N. Clairemont Avenue, STH 312 to County Line Road; Eau Claire County; 7995-02-57, WISC 2021 113; CTH T; 0.000 Miles; Milling, Base, CIR Asphalt, Asphaltic Pavement, Signing, and Pavement Marking.

Guaranty Required: $75,000.00 Estimate of Principal Items: Base Aggregate Dense, 180 Ton; Marking Epoxy, 24,655 LF; Construction Staking, 8,007 LF; Construction Staking, 2 LS; Asphaltic Surface, 13 Ton; HMA Pavement, 9,260 Ton; Removing Asphaltic Surface Milling, 29,600 SY; Tack Coat, 4,370 Gals; Signs, 460 SF; Base Repair CIR Layer, 400 CY; CIR Asphaltic Base Layer, 33,150 SY.

DBE Goal: 3 % Contract Completion Time: 30 Working Days

Contact Information: Matthew Thornsen, (715) 225-4159 / matthew.thornsen@dot.wi.gov

39. DEFERRED 40. Lancaster - Platteville, USH 61 to E. Jct. Old Lancaster Road; Grant County; 5225-05-70, WISC 2020 532; STH 81; 11.534 Miles; Excavation, Base, HMA Pavement, Curb and Gutter, Beam Guard, Pavement Marking, and Polymer Overlay.

Guaranty Required: $270,000.00 Estimate of Principal Items: Excavation Common, 134,643 CY; Base Aggregate Dense, 176,480 Ton; Select Crushed Material, 61,160 Ton; Marking Epoxy, 92,240 LF; Construction Staking, 201,689 LF; Construction Staking, 1 LS; Culvert Pipe Reinforced Concrete, 12 LF 18“; Concrete Curb and Gutter, 9,746 LF; Beam Guard, 14,150 LF; Beam Guard Energy Absorbing Terminals, 66 Each; HMA Pavement, 61,445 Ton; Tack Coat, 11,933 Gals; Polymer Overlay, 1,340 SY; Marking Line Grooved Wet Ref Epoxy 4-Inch, 120,276 LF.

DBE Goal: 8 % Contract Completion Date: November 18, 2021

Contact Information: Robert Knorr, (608) 266-8677 / robert.knorr@dot.wi.gov By order of: Rebecca Burkel Administrator Division of Transportation System Development