STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION … › ... › advertisement.pdf · 5/12/2020  ·...

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1 STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION DIVISION OF TRANSPORTATION SYSTEM DEVELOPMENT NOTICE TO CONTRACTORS BIDDERS MUST SUBMIT BIDDING PROPOSALS NO LATER THAN 9 A.M. LOCAL TIME, TUESDAY, May 12, 2020, 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 4 th 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 4 th 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 mailing address is: Wisconsin Department of Transportation, Division of Transportation System Development, Bureau of Project Development, 4 th Floor South, Room S437, P.O. Box 7916, Madison, Wisconsin, 53707-7916. The correct street address for shipping is: Wisconsin Department of Transportation, Division of Transportation System Development, Bureau of Project Development, 4 th 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, 4 th 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.

Transcript of STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION … › ... › advertisement.pdf · 5/12/2020  ·...

Page 1: STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION … › ... › advertisement.pdf · 5/12/2020  · contract entered into pursuant to this advertisement, disadvantaged business enterprises

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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 9 A.M. LOCAL TIME, TUESDAY, May 12, 2020, 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 mailing address is: Wisconsin Department of Transportation, Division of Transportation System Development, Bureau of Project Development, 4th Floor South, Room S437, P.O. Box 7916, Madison, Wisconsin, 53707-7916. The correct street address for 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 Bureau of Project Development in Madison and 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.

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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 6, 7, 9, 10, 11, 13, 14, 16, 17, 18, 19, 20, 22, 23, 24, 25, 26, 27, 28, 29, 30, 33, 34, 36, 37, 40, 41, 43, 44 GRADING 16, 36 CONCRETE PAVEMENT 21 ASPHALTIC PAVEMENT 11, 22, 23, 24, 25, 26, 28, 30, 33, 37, 44 STRUCTURES 3, 5, 6, 9, 12, 13, 15, 17, 31, 32, 34, 38, 41, 42, 43 BRIDGE PAINTING STREET OR AIRPORT LIGHTING BUILDING CONSTRUCTION INCIDENTAL CONSTRUCTION 1, 2, 3, 8, 10, 12, 14, 16, 17, 29, 31, 32, 40, 45

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1. Statewide Epoxy Pavement Marking, Locations on STN Per Annual Plan; Statewide; 1000-01-46, WISC 2020 310; Various Highways; 0.000 Miles; Pavement Marking.

Guaranty Required: $20,000.00 Estimate of Principal Items: Marking Epoxy, 676,914 LF.

DBE Goal: 6 % Contract Completion Date: October 30, 2020

Contact Information: Jeannie Silver, (608) 246-5408 / [email protected] 2. Statewide Epoxy Pavement Marking, Locations on STN Per Annual Plan; Dane County; 1000-01-47, WISC 2020 311; Various Highways; 0.000 Miles; Pavement Marking.

Guaranty Required: $20,000.00 Estimate of Principal Items: Marking Epoxy, 455,042 LF; Marking Parking Stall Epoxy, 29,683 LF.

DBE Goal: 6 % Contract Completion Date: October 30, 2020

Contact Information: Jeannie Silver, (608) 246-5408 / [email protected] 3. Black River Falls - Tomah, US 12, Mill Cr., Empire Ave., B-41-284 - 289; Monroe County; 1023-06-66, WISC 2020 239; IH 94; 0.000 Miles; Polymer Overlay and Pavement Marking.

Guaranty Required: $20,000.00 Estimate of Principal Items: Marking Epoxy, 1,592 LF; Polymer Overlay, 5,012 SY.

DBE Goal: 4 % Contract Completion Time: 20 Working Days

Contact Information: Brian Meyer, (608) 789-5676 / [email protected] 4. DEFERRED

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5. V. Bell Center, Sand Hill Road, Kickapoo River Bridge, B-12-251; Crawford County; 5328-00-70, WISC 2020 241; Local Street; 0.047 Miles; Excavation, Base, Asphaltic Surface, Curb and Gutter, Signs, and Bridge Replacement.

Guaranty Required: $40,000.00 Estimate of Principal Items: Excavation Common, 230 CY; Backfill Structure, 280 Ton; Base Aggregate Dense, 519 Ton; Breaker Run, 365 Ton; Concrete Masonry Bridges, 396 CY; Concrete Masonry Seal, 104 CY; Bar Steel Reinforcement, 11,080 Lbs; Bar Steel Reinforcement Coated, 46,180 Lbs; Piling Steel, 1,800 LF 10-Inch; Construction Staking, 642 LF; Construction Staking, 2 LS; Concrete Curb and Gutter, 160 LF; Beam Guard Energy Absorbing Terminals, 4 Each; Asphaltic Surface, 92 Ton; Tack Coat, 25 Gals; Signs, 12 SF.

DBE Goal: 4 % Contract Completion Time: 60 Working Days

Contact Information: Aleigha Burg, (608) 317-9083 / [email protected] 6. STH 162 - STH 35, S. Chipmunk Coulee Cr. Br., B-62-0064; Vernon County; 5476-00-70; CTH K; 0.057 Miles; Excavation, Base, Asphaltic Surface, Curb and Gutter, Pavement Marking, Beam Guard, Signs, and Bridge Rehabilitation.

Guaranty Required: $40,000.00 Estimate of Principal Items: Excavation Common, 1,055 CY; Backfill Structure, 40 Ton; Base Aggregate Dense, 1,160 Ton; Breaker Run, 1,150 Ton; Concrete Masonry Bridges, 110 CY; Bar Steel Reinforcement Coated, 18,860 Lbs; Marking Epoxy, 1,920 LF; Construction Staking, 1,682 LF; Construction Staking, 2 LS; Concrete Curb and Gutter, 101 LF; Beam Guard, 244 LF; Beam Guard Energy Absorbing Terminals, 3 Each; Asphaltic Surface, 155 Ton; Tack Coat, 40 Gals; Signs, 12 SF.

DBE Goal: NA Contract Completion Time: 45 Working Days

Contact Information: Aleigha Burg, (608) 317-9083 / [email protected]

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7. IH 39 - Arlington, Bullen Road to US 51; Columbia County; 6075-00-74, WISC 2020 242; STH 60; 0.734 Miles; Excavation, Base, HMA Pavement, Curb and Gutter, Sidewalk, Pavement Marking, and Storm Sewer.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 13,937 CY; Base Aggregate Dense, 22,685 Ton; Marking Epoxy, 14,320 LF; Construction Staking, 12,692 LF; Construction Staking, 60 Each; Construction Staking, 1 LS; Storm Sewer Pipe Reinforced Concrete, 5 LF 12“, 8 LF 24“, 546 LF 12“, 8 LF 24“, 72 LF 24“; Storm Sewer / Culvert Pipe Reinforced Concrete Horizontal Elliptical, 112 LF 19“ X 30“, 581 LF 14“ X 23“, 562 LF 19“ X 30“; Concrete Curb and Gutter, 5,791 LF; Concrete Sidewalk, 6,265 SF; Asphaltic Surface, 52 Ton; HMA Pavement, 5,081 Ton; Removing Asphaltic Surface Milling, 3,450 SY; Tack Coat, 1,880 Gals.

DBE Goal: 8 % Contract Completion Date: October 17,2020 Contact Information: Chris Hazard, (608) 245-2652 / [email protected]

8. Oakwood Noise Barrier, 500' S. to 1500' N. of Oakwood Road; Milwaukee County; 1030-22-84; IH 41; 0.000 Miles; Concrete Barrier, Beam Guard, Noise Barrier Wall, Signing, and Pavement Marking.

Guaranty Required: $75,000.00 Estimate of Principal Items: Structural Steel HS, 483 Lbs; Marking Tape, 210 LF; Beam Guard, 53 LF; Beam Guard Energy Absorbing Terminals, 1 Each; Signs, 1 SF; Concrete Barrier, 1,907 LF; Riprap, 1 CY; Sigh Supports Steel Reinforcement, 204 Lbs; Noise Barrier Double-Sided Sound Absorptive, 43,200 SF.

DBE Goal: NA Contract Completion Date: October 16, 2020

Contact Information: Jason Dahlgren, (262) 521-5349 / [email protected] 9. IH 94, East West Freeway, 70th Street to 16th Street; Milwaukee County; 1060-11-73, WISC 2020 243; IH 94; 0.000 Miles; Structures.

Guaranty Required: $75,000.00 Estimate of Principal Items: Bearing Pads Elastomeric Laminated, 28 Each; Precast Concrete Bearing Blocks, 28 Each; Fiber Wrap Reinforcing Non-Structural, 260 SF.

DBE Goal: 13 % Contract Completion Date: November 15, 2020

Contact Information: Scott Anderson, (262) 548-6894 / [email protected]

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10. Zoo IC, North Leg Prep Work, Swan Blvd. to North Avenue; Milwaukee County; 1060-34-76; USH 45; 0.000 Miles; Sanitary Sewer, Base, Asphalt Pavement, and Curb and Gutter.

Guaranty Required: $75,000.00 Estimate of Principal Items: Base Aggregate Dense, 530 Ton; Construction Staking, 1 LS; Sanitary Sewer PVC, 61 LF 15”, 8 LF 20“, 753 LF 21“; Concrete Curb and Gutter, 230 LF; Asphaltic Surface, 332 Ton; Steel Casing with Sanitary Sewer 20-Inch, 194 LF.

DBE Goal: NA Contract Completion Date: October 18, 2020

Contact Information: Christopher Zacharias, (262) 548-6716 / [email protected]

11. IH 94, East West Freeway, STH 83 to CTH T; Waukesha County; 1060-47-60, WISC 2020 244; IH 94; 0.000 Miles; Mill, Concrete Pavement, Asphalt Pavement, Beam Guard, and Pavement Marking.

Guaranty Required: $75,000.00 Estimate of Principal Items: Concrete Pavement, 1,200 SY; Marking Epoxy, 187,497 LF; Beam Guard, 150 LF; HMA Pavement, 2,400 Ton; Removing Asphaltic Surface Milling, 21,000 SY; Tack Coat, 500 Gals.

DBE Goal: 10 % Contract Completion Date: August 30, 2020

Contact Information: Christopher Zacharias, (262) 548-6716 / [email protected]

12. 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 2020 246; 1090-35-70, WISC 2020 247; IH 43; 0.000 Miles; Mill, Asphalt Pavement, Sidewalk, Pavement Marking, and Structures.

Guaranty Required: $75,000.00 Estimate of Principal Items: Marking Epoxy, 13,072 LF; Concrete Sidewalk, 594 SF; Asphaltic Surface, 6 Ton; Removing Asphaltic Surface Milling, 103 SY; Polymer Overlay, 19,592 SY; Concrete Bridge Deck Methacrylate Flood Seal, 6,193 SY; Epoxy Crack Seal, 110 LF; Rapid Set Deck Repair, 10 CY.

DBE Goal: 7 % Contract Completion Date: September 15, 2020

Contact Information: Amanda Johansen, (262) 521-4465 / [email protected]

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13. IH 794, Lake Freeway, Milwaukee River - Lincoln Memorial Drive; Milwaukee County; 1300-09-72, WISC 2020 250; IH 794; 0.000 Miles; Polymer Overlay, 21,238 SY; High Friction Surface Treatment, Pavement Marking, and Structures.

Guaranty Required: $75,000.00 Estimate of Principal Items: Marking Epoxy, 55,544 LF; Polymer Overlay, 21,238 SY; High Friction Surface Treatment, 672 SY.

DBE Goal: 10 % Contract Completion Date: August 30, 2020

Contact Information: Christopher Zacharias, (262) 548-6716 / [email protected]

14. Development Roads, Shared Use Paths; Racine County; 2704-00-79; Non-Hwy.; 0.000 Miles; Grade, Base, Asphalt Pavement, Sidewalk, Landscaping, Lighting, and Signing.

Guaranty Required: $100,000.00 Estimate of Principal Items: Excavation Common, 26,015 CY; Base Aggregate Dense, 32,754 Ton; Concrete Sidewalk, 1,163 SF; Asphaltic Surface, 13,802 Ton; Signs, 8 SF; Trees, 1,179 Each; Shrubs, 3,047 Each; Poles, 203 Each; Luminaire Arms, 324 Each; Lighting Control Cabinets, 6 Each; Perennials, 1,904 Each; Steel Edging Material, 14,280 LF.

DBE Goal: NA Contract Completion Date: October 29, 2021

Contact Information: Steve Hoff, (262) 548-6718 / [email protected]

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15. N. Wacker Drive, Rubicon River Bridge, P-66-0709; Washington County; 2706-00-71, WISC 2020 251; Local Street; 0.000 Miles; Grade, Base, Concrete Pavement, Asphalt Pavement, Curb and Gutter, Sidewalk, Beam Guard, Signing, Lighting, Pavement Marking, and a Structure.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 985 CY; Backfill Structure, 302 Ton; Base Aggregate Dense, 1,290 Ton; Breaker Run, 72 Ton; Concrete Pavement, 104 SY; Concrete Masonry Bridges, 321 CY; Prestressed Girders Box, 648 LF 33-Inch; Bar Steel Reinforcement, 7,250 Lbs; Bar Steel Reinforcement Coated, 34,820 Lbs; Structural Steel Stainless, 1,100 Lbs; Piling Steel, 1,140 LF 10-Inch; Marking Epoxy, 790 LF; Construction Staking, 1,555 LF; Construction Staking, 3 Each; Construction Staking, 3 LS; Concrete Curb and Gutter, 636 LF; Concrete Sidewalk, 939 SF; Beam Guard, 282 LF; Beam Guard Energy Absorbing Terminals, 3 Each; HMA Pavement, 300 Ton; Tack Coat, 43 Gals; Signs, 36 SF; Riprap, 350 CY; Decorative Light Pole and Luminaire, 2 Each.

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

Contact Information: Phil Ciha, (414) 750-1951 / [email protected] 16. STH 32, Storm Sewer Repair, 7th Place, 875 Sheridan Road, 11th Place; Kenosha County; 3240-17-60, WISC 2020 252; Non-Hwy.; 0.000 Miles; Mill, Grade, Storm Sewer, Water Service, Base, Concrete Pavement, Asphalt Pavement, Curb and Gutter, Signing, and Pavement Marking.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 2,015 CY; Backfill Structure, 3,790 CY; Base Aggregate Dense, 1,108 Ton; Base Aggregate Open Graded, 663 Ton; Concrete Pavement, 30 SY; Marking Epoxy, 6,180 LF; Construction Staking, 1,484 LF; Construction Staking, 17 Each; Storm Sewer Pipe Reinforced Concrete, 63 LF 12“, 288 LF 24“, 905 LF 30“; Storm Sewer / Culvert Pipe Reinforced Concrete Horizontal Elliptical, 543 LF 24“ X 38“; Concrete Curb and Gutter, 1,484 LF; HMA Pavement, 908 Ton; Removing Asphaltic Surface Milling, 1,680 SY; Tack Coat, 182 Gals; Signs, 40 SF; Riprap, 53 CY; Trees, 6 Each; Engineered Soil, 40 CY; Clay Cap, 31 CY; Bluff Embankment, 4,310 CY; Relocate Water Service, 9 Each; Offset Hydrant Lead, 2 Each; Revetment Outfall, 2 LS; AASHTO #57 Stone, 2,420 Ton.

DBE Goal: 7 % Contract Completion Date: October 15, 2021

Contact Information: Doug Cain, (262) 548-5603 / [email protected]

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17. NE Region, Polymer Deck Overlays, Winnebago and Brown Counties; Brown County; 1150-77-71, WISC 2020 253; IH 41; 0.000 Miles; Polymer Overlay.

Guaranty Required: $75,000.00 Estimate of Principal Items: Marking Tape, 9,218 LF; Marking Epoxy, 24,107 LF; Polymer Overlay, 90,178 SY; Joint Sealing, 8,157 LF.

DBE Goal: 2 % Contract Completion Date: July 31, 2021

*** NOTE *** This contract requires pre-bid contact with the Native American tribe whose land the project resides on. Additional documentation must be included when the Proposal Request (Form DT1633) is submitted. For further information on this requirement, please see the special provisions and/or contact Andrew Fulcer.

Contact Information: Andrew Fulcer, (920) 362-6126 / [email protected]

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18. Manitowoc - Green Bay, STH 172 - Atkinson Drive; Brown County; 1227-08-76, WISC 2020 254; IH 43; 10.029 Miles; Grading, Base, Asphalt Pavement, Curb and Gutter, Concrete Masonry Overlays, Deck Repair, Bridge Painting, Guardrail, Pavement Markings, and Sign Bridge.

Guaranty Required: $100,000.00 Estimate of Principal Items: Excavation Common, 4,200 CY; Backfill Structure, 229 Ton; Base Aggregate Dense, 6,380 Ton; Concrete Masonry Bridges, 18 CY; Concrete Masonry Culverts, 16 CY; Concrete Masonry Overlay, 1,311 CY; Bar Steel Reinforcement, 210 Lbs; Bar Steel Reinforcement Coated, 12,950 Lbs; Marking Epoxy, 26,800 LF; Concrete Curb and Gutter, 260 LF; Beam Guard, 952 LF; Beam Guard Energy Absorbing Terminals, 1 Each; HMA Pavement, 4,900 Ton; Tack Coat, 1,490 Gals; Preparation Decks, 4,681 SY; Cleaning Decks, 13,673 SY; Concrete Surface Repair, 1,162 SF; Structure Repainting, 8 LS; Structure Overcoating, Cleaning and Priming, 4 LS; Sign Bridge, 1 LS.

DBE Goal: 12 % Contract Completion Date: October 1, 2021

*** NON-MANDATORY PRE-BID MEETING *** DATE: April 28, 2020 TIME: 1 PM LOCATION: WisDOT NE Region Office Green Bay / Lake Michigan Conference Rooms 944 VanDerperren Way Green Bay, WI 54304-0080 NOTE: No meeting minutes will be prepared. Issues discovered at the

meeting will be handled by addendum.

Contact Information: Brian Haen, (920) 366-4788 / [email protected]

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19. Kewaunee - Sturgeon Bay, Duvall Street - NCL; Kewaunee County; 1470-36-71, WISC 2020 255; STH 42; 12.641 Miles; Grading, Base, Asphalt Pavement, Concrete Pavement, Bridge Replacement, Culvert Pipe, Curb and Gutter, Guardrail, Signs, and Pavement Markings.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 8,532 CY; Excavation Marsh, 58 CY; Borrow, 54 CY; Backfill Structure, 595 Ton; Base Aggregate Dense, 11,300 Ton; Select Crushed Material, 15 CY; Concrete Pavement, 195 SY; Concrete Masonry Bridges, 304 CY; Bar Steel Reinforcement, 7,210 Lbs; Bar Steel Reinforcement Coated, 38,100 Lbs; Piling Steel, 990 LF 10-Inch; Marking Epoxy, 5,010 LF; Construction Staking, 6,381 LF; Construction Staking, 21 Each; Construction Staking, 2 LS; Culvert Pipe, 318 LF 24”, 152 LF 30“; Culvert Pipe Corrugated Steel, 60 LF 18“; Culvert Pipe Reinforced Concrete, 224 LF 42“, 268 LF 24“, 192 LF 48“, 72 LF 36“, 182 LF 72“, 58 LF 54”; Concrete Curb and Gutter, 120 LF; Beam Guard, 411 LF; Beam Guard Energy Absorbing Terminals, 3 Each; Asphaltic Surface, 2,010 Ton; Tack Coat, 496 Gals; Signs, 63 SF; Foundation Backfill, 5,280 CY.

DBE Goal: 5 % Contract Completion Time: 70 Working Days Contact Information: Jeremy Ashauer, (920) 412-6381 / [email protected]

20. Sheboygan Falls - Sheboygan, CTH EE Intersection; Sheboygan County; 4010-20-71, WISC 2020 256; STH 28; 0.000 Miles; Grade, Storm Sewer, Culvert Pipe, Base, Concrete Pavement, Asphalt Pavement, Curb and Gutter, Beam Guard, Sidewalk, Lighting, Signing, Pavement Marking, and a Structure.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 14,488 CY; Borrow, 7,063 CY; Backfill Structure, 35 Ton; Base Aggregate Dense, 8,307 Ton; Select Crushed Material, 15,423 Ton; Concrete Pavement, 506 SY; Concrete Masonry Bridges, 16 CY; Bar Steel Reinforcement Coated, 1,640 Lbs; Marking Epoxy, 10,910 LF; Construction Staking, 14,723 LF; Construction Staking, 38 Each; Construction Staking, 2 LS; Culvert Pipe Corrugated Steel, 61 LF 18“; Culvert Pipe Reinforced Concrete, 108 LF 24“; Storm Sewer Pipe Reinforced Concrete, 121 LF 12“, 340 LF 18“, 182 LF 30“; Concrete Curb, 150 LF; Concrete Curb and Gutter, 4,058 LF; Concrete Sidewalk, 8,526 SF; Beam Guard, 355 LF; Beam Guard Energy Absorbing Terminals, 2 Each; HMA Pavement, 4,550 Ton; Tack Coat, 1,955 Gals; Signs, 455 SF; Polymer Overlay, 1,099 SY; Riprap, 1,200 CY; Pull Boxes, 10 Each; Concrete Bases, 12 Each; Poles, 11 Each; Clay Cover, 3,090 CY; Clay Cover and Fly Ash Excavation, 3,225 CY.

DBE Goal: 10 % Contract Completion Date: June 23, 2021

Contact Information: Paul Brauer, (920) 366-1097 / [email protected]

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21. Mauston - IH 39, CTH B - Marquette Co. Line; Adams County; 1430-01-87, WISC 2020 257; STH 82; 5.967 Miles; Grading, Base, Pulverize and Relay, Concrete Pavement, Asphalt Pavement, Curb and Gutter, and Pavement Markings.

Guaranty Required: $100,000.00 Estimate of Principal Items: Excavation Common, 240 CY; Borrow, 2,343 CY; Base Aggregate Dense, 4,617 Ton; Concrete Pavement, 108,520 SY; Marking Epoxy, 207,360 LF; Construction Staking, 36,242 LF; Construction Staking, 1 Each; Construction Staking, 1 LS; Culvert Pipe Corrugated Steel, 8 LF 30“; Concrete Curb and Gutter, 3,732 LF; Beam Guard, 3,122 LF; Beam Guard Energy Absorbing Terminals, 7 Each; Asphaltic Surface, 1,134 Ton; HMA Pavement, 647 Ton; Tack Coat, 237 Gals; Pulverize and Relay, 111,200 SY.

DBE Goal: 8 % Contract Completion Date: November 20, 2020

Contact Information: Dan Holloway, (715) 421-7305 / [email protected] 22. Region-Wide Concrete Overlays, Wood Co. Bridge Overlay, B-71-78; Wisconsin Rapids - Pittsville, STH 186 to STH 80 SB; Wisconsin Rapids - Pittsville, STH 186 / CTH D Intersection; Wood County; 1520-00-64, WISC 2020 258; 1520-00-75, WISC 2020 259; 1520-00-76, WISC 2020 260; STH 73; 0.000 Miles; Mill, Grade, Culvert Pipe, Base, Asphalt Pavement, Curb and Gutter, Beam Guard, Signing, Pavement Marking, and a Structure.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 494 CY; Borrow, 901 CY; Backfill Granular, 5 CY; Base Aggregate Dense, 2,122 Ton; Concrete Masonry Overlay, 23 CY; Marking Epoxy, 105,045 LF; Construction Staking, 47,385 LF; Construction Staking, 4 Each; Construction Staking, 3 LS; Culvert Pipe, 66 LF 24”; Culvert Pipe Reinforced Concrete, 36 LF 30“; Concrete Curb and Gutter, 480 LF; Beam Guard, 555 LF; Beam Guard Energy Absorbing Terminals, 12 Each; Asphaltic Surface, 664 Ton; HMA Pavement, 17,110 Ton; Removing Asphaltic Surface Milling, 152,780 SY; Tack Coat, 10,875 Gals; Signs, 79 SF; Culvert Pipe Liners, 60 LF; Riprap, 19 CY.

DBE Goal: 6 % Contract Completion Date: September 30, 2020

Contact Information: Mariah Krueger, (715) 421-7380 / [email protected]

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23. Antigo - Monico, CTH J E. - Clinic, Otter - OCL; Langlade County; 1602-10-63, WISC 2020 261; USH 45; 9.610 Miles; Grading, Base, Milling, Asphalt Pavement, Culvert Pipe, Curb and Gutter, Guardrail, Signs, and Pavement Markings.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 3,912 CY; Borrow, 413 CY; Backfill Granular, 100 Ton; Base Aggregate Dense, 5,960 Ton; Marking Epoxy, 134,471 LF; Construction Staking, 1,920 LF; Construction Staking, 4 Each; Construction Staking, 1 LS; Culvert Pipe, 334 LF 24”; Concrete Curb and Gutter, 1,520 LF; Beam Guard, 113 LF; Asphaltic Surface, 83 Ton; HMA Pavement, 21,230 Ton; Removing Asphaltic Surface Milling, 180,681 SY; Tack Coat, 12,893 Gals; Signs, 18 SF; Thermoplastic Snowmobile Crossing, 320 SY.

DBE Goal: 6 % Contract Completion Time: 40 Working Days

Contact Information: Jesse Jefferson, (715) 365-5714 / [email protected] 24. Adams - Wisconsin Rapids, CTH D - Pixler Court; Adams - Wisconsin Rapids, Adams Bridges, B-1-33 and 34; Adams - Wisconsin Rapids, STH 21 – CTH D; Adams County; 6140-01-63, WISC 2020 262; 6140-01-64, WISC 2020 263; 6140-01-73, WISC 2020 264; STH 13; Various Hwys.; STH 13; 19.070 Miles; Milling, Asphalt Pavement, Base, Polymer Overlays, Pavement Markings, and Temporary Traffic Signals.

Guaranty Required: $75,000.00 Estimate of Principal Items: Marking Epoxy, 270,890 LF; Construction Staking, 100,662 LF; Construction Staking, 2 LS; Beam Guard, 5,817 LF; Asphaltic Surface, 715 Ton; HMA Pavement, 33,982 Ton; Removing Asphaltic Surface Milling, 387,457 SY; Tack Coat, 23,530 Gals; Polymer Overlay, 1,091 SY; Temporary Traffic Signals, 2 LS.

DBE Goal: 4 % Contract Completion Time: 55 Working Days

Contact Information: Timothy Hanley, (715) 421-8050 / [email protected]

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25. Waupaca - Clintonville, STH 110 S. - STH 54 E. / S. Br. Little Wolf; Waupaca County; 6220-00-72, WISC 2020 265; STH 22; 0.000 Miles; Milling, Asphalt Pavement, Base, and Pavement Markings.

Guaranty Required: $40,000.00 Estimate of Principal Items: Base Aggregate Dense, 2,500 Ton; Marking Epoxy, 76,702 LF; Construction Staking, 14,026 LF; Construction Staking, 1 LS; Asphaltic Surface, 593 Ton; HMA Pavement, 5,925 Ton; Removing Asphaltic Surface Milling, 57,819 SY; Tack Coat, 3,786 Gals.

DBE Goal: 4 % Contract Completion Time: 25 Working Days Contact Information: Wendy Arneson, (715) 421-7391 / [email protected]

26. Wautoma - Waupaca, Portage County Line to USH 10 Ramps; Waupaca County; 6300-00-73, WISC 2020 266; STH 22; 0.000 Miles; Mill, Grade, Culvert Pipe, Base, Asphalt Pavement, Curb and Gutter, Beam Guard, Sidewalk, and Pavement Marking.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 2,144 CY; Borrow, 54 CY; Base Aggregate Dense, 4,956 Ton; Marking Epoxy, 219,174 LF; Construction Staking, 55,160 LF; Construction Staking, 12 Each; Construction Staking, 1 LS; Culvert Pipe Reinforced Concrete, 152 LF 30“, 216 LF 36“; Concrete Curb, 30 LF; Concrete Curb and Gutter, 1,117 LF; Concrete Sidewalk, 1,322 SF; Beam Guard, 62 LF; Asphaltic Surface, 564 Ton; HMA Pavement, 23,675 Ton; Removing Asphaltic Surface Milling, 205,863 SY; Tack Coat, 14,410 Gals; Signs, 8 SF; Riprap, 94 CY.

DBE Goal: 7 % Contract Completion Date: September 30, 2020

Contact Information: Kyle Treml, (920) 360-7209 / [email protected]

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27. Mosinee - Elderon, Old 51 Road - East View Drive; Mosinee - Elderon, I-39 SB Ramp - NB Ramp; Marathon County; 6600-00-61, WISC 2020 267; 6600-00-62, WISC 2020 268; STH 153; 1.152 Miles; Base, Milling, Concrete Base Patching, Removing Concrete Surface Partial Depth, Asphalt Pavement, Curb and Gutter, Sidewalk, Pavement Markings, and Loop Detectors.

Guaranty Required: $75,000.00 Estimate of Principal Items: Base Aggregate Dense, 26 Ton; Base Aggregate Open Graded, 106 Ton; Marking Epoxy, 10,816 LF; Construction Staking, 7,124 LF; Construction Staking, 27 Each; Construction Staking, 4 LS; Concrete Curb and Gutter, 1,200 LF; Concrete Sidewalk, 3,172 SF; Asphaltic Surface, 153 Ton; HMA Pavement, 5,629 Ton; Removing Asphaltic Surface Milling, 6,009 SY; Tack Coat, 3,957 Gals; Removing Concrete Surface Partial Depth, 448,437 SF; Base Patching Concrete, 188 SY; Conduit, 1,350 LF; Concrete Joint and Crack Cleaning and Repair, 284 Sta.

DBE Goal: 7 % Contract Completion Date: September 1, 2020

Contact Information: Mark Steidl, (715) 459-8043 / [email protected] 28. Columbus - Princeton, Columbia County Line - STH 44; Green Lake County; 6640-00-72, WISC 2020 269; STH 73; 4.325 Miles; Milling, Asphalt Pavement, and Pavement Markings.

Guaranty Required: $75,000.00 Estimate of Principal Items: Base Aggregate Dense, 682 Ton; Marking Epoxy, 100,653 LF; Construction Staking, 22,838 LF; Construction Staking, 1 LS; Asphaltic Surface, 965 Ton; HMA Pavement, 6,621 Ton; Removing Asphaltic Surface Milling, 84,665 SY; Tack Coat, 3,807 Gals.

DBE Goal: 5 % Contract Completion Time: 23 Working Days Contact Information: Daniel Holloway, (715) 421-7305 / [email protected]

29. C. Wausau, Scott Street, 2nd, 3rd, 4th, and 5th Street Intersections; Marathon County; 6999-02-70, WISC 2020 270; Local Street; 0.000 Miles; Traffic Signals, Street Lighting, Sidewalk, Signs, and Pavement Markings.

Guaranty Required: $40,000.00 Estimate of Principal Items: Excavation Common, 50 CY; Base Aggregate Dense, 69 Ton; Marking Epoxy, 1,319 LF; Construction Staking, 2 LS; Concrete Curb and Gutter, 50 LF; Concrete Sidewalk, 2,016 SF; Signs, 15 SF; Conduit, 458 LF; Signal and Lighting Poles, 18 Each.

DBE Goal: 8 % Contract Completion Time: 45 Working Days

Contact Information: Michael Grage, (715) 365-5705 / [email protected]

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30. Woodruff - Eagle River, USH 51 - STH 155; Vilas County; 9080-14-74, WISC 2020 271; STH 70; 10.570 Miles; Grading, Base, Milling, Asphalt Pavement, Culvert Pipe, Curb and Gutter, Concrete Driveway, Sidewalk, Beam Guard, Temporary Traffic Signals, and Pavement Markings.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 4,753 CY; Backfill Granular, 200 CY; Base Aggregate Dense, 8,408 Ton; Marking Epoxy, 208,923 LF; Construction Staking, 56,988 LF; Construction Staking, 7 Each; Construction Staking, 1 LS; Culvert Pipe Reinforced Concrete, 608 LF 30“, 128 LF 24“; Concrete Curb and Gutter, 671 LF; Concrete Sidewalk, 264 SF; Beam Guard, 390 LF; Beam Guard Energy Absorbing Terminals, 8 Each; Asphaltic Surface, 1,569 Ton; HMA Pavement, 20,886 Ton; Removing Asphaltic Surface Milling, 184,347 SY; Tack Coat, 13,290 Gals; Concrete Driveway, 72 SY; Temporary Traffic Signals, 1 LS; Protective Thermoplastic Snowmobile Crossing, 1,173 SY.

DBE Goal: 6 % Contract Completion Time: 45 Working Days

Contact Information: Daniel Erva, (715) 365-5776 / [email protected] 31. NW Region, Various Counties, Interstate 94, Thin Polymer, Var.; NW Region, Various Counties, Interstate 94, Front St., B-55-0065, STH 35 SB, B-55-0066; NW Region, Various Counties, Interstate 94, Thin Polymer, Var.; NW Region, Various Counties, US Highway 53, WI Central RR, B-09-0052 and B-09-0053; Dunn; St. Croix; Eau Claire; and Chippewa Counties; 1020-00-75, WISC 2020 272; 1020-01-86, WISC 2020 273; 1020-01-89, WISC 2020 274; 1190-00-89, WISC 2020 275; IH 94; IH 94; IH 94; USH 53; 0.000 Miles; Polymer Overlays and Pavement Marking.

Guaranty Required: $75,000.00 Estimate of Principal Items: Marking Epoxy, 10,579 LF; Polymer Overlay, 25,908 SY.

DBE Goal: 2 % Contract Completion Time: 49 Working Days

Contact Information: Adam Hetrick, (715) 577-8053 / [email protected]

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32. NW Region, Chippewa County - USH 53, Bridge Deck Sealing, Various Bridges; NW Region, Eau Claire County - USH 53, Bridge Deck Sealing, Various Bridges; Barron, Douglas, and Washburn Counties, Bridge Deck Sealing – USH 53; Chippewa; Eau Claire; and Barron Counties; 1190-11-82, WISC 2020 276; 1190-11-83, WISC 2020 277; 1190-11-84, WISC 2020 278; USH 53; 0.000 Miles; Bridge Deck Sealing.

Guaranty Required: $20,000.00 Estimate of Principal Items: Protective Surface Treatment Reseal, 50,932 SY.

DBE Goal: 2 % Contract Completion Date: July 31, 2020

Contact Information: David Koepp, (715) 563-8402 / [email protected] 33. Chippewa Falls - New Auburn, STH 64 to North County Line, NB; Chippewa Falls - New Auburn, STH 64 to North County Line, SB; Chippewa County; 1192-00-72, WISC 2020 279; 1192-00-73, WISC 2020 280; USH 53; 10.710 Miles; Base, HMA Pavement, Asphaltic Surface, Curb and Gutter, Sidewalk, Signs, Pavement Markings, and Plantings.

Guaranty Required: $100,000.00 Estimate of Principal Items: Base Aggregate Dense, 1,950 Ton; Marking Epoxy, 830 LF; Construction Staking, 59,011 LF; Construction Staking, 2 LS; Concrete Curb and Gutter, 40 LF; Concrete Sidewalk, 100 SF; Asphaltic Surface, 7,000 Ton; HMA Pavement, 39,420 Ton; Removing Asphaltic Surface Milling, 46,300 SY; Tack Coat, 26,170 Gals; Signs, 573 SF; Marking Line Grooved Wet Ref Epoxy 4-Inch, 112,860 LF.

DBE Goal: 2 % Contract Completion Date: October 15, 2020

Contact Information: Tyler Rongstad, (715) 461-0372 / [email protected]

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34. Drummond - USH 2, South Fish Creek Bridge, B-04-0119; Bayfield County; 1560-00-72, WISC 2020 281; USH 63; 0.160 Miles; Excavation, Base, Asphaltic Surface, Curb and Gutter, Beam Guard, Pavement Marking, and Bridge Replacement.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 1,689 CY; Selected Borrow, 2,630 CY; Backfill Structure, 316 Ton; Base Aggregate Dense, 3,996 Ton; Concrete Pavement, 107 SY; Concrete Masonry Bridges, 422 CY; Prestressed Girders, 600 LF 45-Inch; Bar Steel Reinforcement, 5,640 Lbs; Bar Steel Reinforcement Coated, 68,060 Lbs; Piling Steel, 1,320 LF 10-Inch; Marking Epoxy, 70,820 LF; Construction Staking, 1,887 LF; Construction Staking, 2 LS; Concrete Curb and Gutter, 30 LF; Beam Guard, 418 LF; Beam Guard Energy Absorbing Terminals, 4 Each; Asphaltic Surface, 881 Ton; Tack Coat, 1,109 Gals; Signs, 47 SF.

DBE Goal: 2 % Contract Completion Date: October 1, 2020

Contact Information: Matthew Dickenson, (715) 395-3022 / [email protected]

35. DEFERRED 36. C. River Falls, STH 35 and STH 65, Division Street / CTH M (Hoffman Place); St. Croix County; 7200-02-73, WISC 2020 283; STH 35; 0.222 Miles; Excavation, Base, HMA Pavement, Curb and Gutter, Sidewalks, Beam Guard, Pavement Marking, Signs, and Street Lighting.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 15,303 CY; Borrow, 45,827 CY; Backfill Granular, 5,848 CY; Base Aggregate Dense, 8,058 Ton; Marking Epoxy, 10,202 LF; Construction Staking, 19,988 LF; Construction Staking, 16 Each; Construction Staking, 2 LS; Culvert Pipe Corrugated Steel, 22 LF 12“, 58 LF 15“, 28 LF 36“; Culvert Pipe Reinforced Concrete, 130 LF 48“, 256 LF 66“, 324 LF 54“; Storm Sewer Pipe Reinforced Concrete, 44 LF 15“, 153 LF 18“; Concrete Curb and Gutter, 1,817 LF; Concrete Sidewalk, 3,396 SF; Beam Guard, 1,051 LF; Beam Guard Energy Absorbing Terminals, 5 Each; Asphaltic Surface, 154 Ton; HMA Pavement, 2,516 Ton; Tack Coat, 576 Gals; Signs, 449 SF.

DBE Goal: 2 % Contract Completion Date: October 31, 2020

Contact Information: James Koenig, (715) 828-0680 / [email protected]

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37. Durand - Menomonie, South County Line to Red Cedar River; Durand - Menomonie, South County Line to Red Cedar River; Dunn County; 7220-00-60, WISC 2020 284; 7220-00-61, WISC 2020 285; STH 25; 6.628 Miles; Base, HMA Pavement, Storm Sewer, Pavement Marking, and Signs.

Guaranty Required: $75,000.00 Estimate of Principal Items: Base Aggregate Dense, 10,180 Ton; Construction Staking, 39,538 LF; Construction Staking, 15 Each; Construction Staking, 1 LS; Culvert Pipe, 50 LF 18”; Storm Sewer Pipe Reinforced Concrete, 158 LF 24“, 478 LF 30“, 196 LF 36“; Concrete Curb and Gutter, 26 LF; Asphaltic Surface, 454 Ton; HMA Pavement, 21,900 Ton; Removing Asphaltic Surface Milling, 112,335 SY; Tack Coat, 20,250 Gals; Signs, 22 SF; Marking Line Grooved Wet Ref Epoxy 4-Inch, 70,100 LF.

DBE Goal: 2 % Contract Completion Date: November 1, 2020

Contact Information: Tyler Rongstad, (715) 461-0372 / [email protected] 38. T. El Paso, 465th Avenue, Rush River Bridge, B-47-0508; Pierce County; 7891-00-72, WISC 2020 092; Local Street; 0.071 Miles; Excavation, Base, Asphaltic Surface, and Bridge Replacement.

Guaranty Required: $40,000.00 Estimate of Principal Items: Excavation Common, 195 CY; Backfill Structure, 420 Ton; Base Aggregate Dense, 655 Ton; Concrete Masonry Bridges, 147 CY; Prestressed Girders, 364 LF 36-Inch; Bar Steel Reinforcement, 4,120 Lbs; Bar Steel Reinforcement Coated, 17,590 Lbs; Piling CIP Concrete, 680 LF 10 3/4-Inch; Construction Staking, 855 LF; Construction Staking, 2 LS; Asphaltic Surface, 165 Ton; Tack Coat, 49 Gals; Signs, 12 SF.

DBE Goal: 2 % Contract Completion Time: 40 Working Days

Contact Information: Matthew Thornsen, (715) 225-4159 / [email protected]

39. DEFERRED

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40. Ashland - Bayfield, Bono Creek Bridge, B-04-0029; Bayfield County; 8160-01-70, WISC 2020 287; STH 13; 0.000 Miles; Excavation, Base, and Culvert Liner Installation.

Guaranty Required: $40,000.00 Estimate of Principal Items: Excavation Common, 386 CY; Borrow, 284 CY; Base Aggregate Dense, 259 Ton; Construction Staking, 1,071 LF; Construction Staking, 1 LS; CMP Culvert Liner 102-Inch, 144 LF.

DBE Goal: 2 % Contract Completion Time: 40 Working Days

Contact Information: Philip Keppers, (715) 395-3027 / [email protected] 41. Thorp - Ingram, Alder Creek Bridge, B-54-0133; Rusk County; 8213-01-70, WISC 2020 288; STH 73; 0.057 Miles; Excavation, Base, HMA Pavement, Guardrail, Pavement Marking, Signs, and Bridge Replacement.

Guaranty Required: $20,000.00 Estimate of Principal Items: Excavation Common, 1,135 CY; Backfill Structure, 270 Ton; Base Aggregate Dense, 1,005 Ton; Select Crushed Material, 1,180 Ton; Concrete Masonry Bridges, 167 CY; Bar Steel Reinforcement, 4,510 Lbs; Bar Steel Reinforcement Coated, 20,610 Lbs; Piling Steel, 350 LF 10-Inch; Marking Epoxy, 871 LF; Construction Staking, 1,395 LF; Construction Staking, 2 LS; Beam Guard, 160 LF; Beam Guard Energy Absorbing Terminals, 4 Each; HMA Pavement, 280 Ton; Tack Coat, 61 Gals; Signs, 11 SF.

DBE Goal: 2 % Contract Completion Time: 35 Working Days

Contact Information: Kyle Mclean, (715) 225-9442 / [email protected] 42. Siren - CTH X, N. Fork Clam River Bridge, B-07-0005; Burnett County; 8844-00-71; CTH B; 0.042 Miles; Excavation, Base, Asphaltic Surface, Guardrail, Signs, Pavement Marking, and Bridge Rehabilitation.

Guaranty Required: $20,000.00 Estimate of Principal Items: Excavation Common, 164 CY; Base Aggregate Dense, 784 Ton; Concrete Masonry Bridges, 118 CY; Bar Steel Reinforcement Coated, 32,380 Lbs; Marking Epoxy, 440 LF; Construction Staking, 1,932 LF; Construction Staking, 2 LS; Beam Guard, 348 LF; Beam Guard Energy Absorbing Terminals, 4 Each; Asphaltic Surface, 118 Ton; Tack Coat, 28 Gals; Signs, 12 SF.

DBE Goal: NA Contract Completion Time: 35 Working Days

Contact Information: Jesse A. Larson, (715) 491-1470 / [email protected]

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43. Durand - Eau Claire, Rock Creek Bridge, B-17-0226; Dunn County; 7120-01-74, WISC 2020 312; STH 85; 0.000 Miles; Grade, Storm Sewer, Base, Concrete Pavement, Asphalt Pavement, Curb and Gutter, Sidewalk, Beam Guard, Signing, Pavement Marking, and a Structure.

Guaranty Required: $75,000.00 Estimate of Principal Items: Excavation Common, 1,026 CY; Borrow, 175 CY; Backfill Structure, 796 Ton; Base Aggregate Dense, 827 Ton; Concrete Pavement, 80 SY; Concrete Masonry Bridges, 568 CY; Prestressed Girders, 690 LF 72W-Inch; Bar Steel Reinforcement, 9,250 Lbs; Bar Steel Reinforcement Coated, 72,695 Lbs; Structural Steel HS Stainless, 1,330 Lbs; Piling Steel, 520 LF 12-Inch; Marking Epoxy, 1,408 LF; Construction Staking, 1,460 LF; Construction Staking, 3 Each; Construction Staking, 2 LS; Storm Sewer Pipe Reinforced Concrete, 139 LF 18“; Concrete Curb and Gutter, 240 LF; Concrete Sidewalk, 500 SF; Beam Guard, 139 LF; Beam Guard Energy Absorbing Terminals, 4 Each; Asphaltic Surface, 11 Ton; HMA Pavement, 154 Ton; Tack Coat, 46 Gals; Signs, 12 SF; Steel Diaphragms, 8 Each; Riprap, 427 CY.

DBE Goal: 2 % Contract Completion Date: October 15, 2020

Contact Information: Tyler Rongstad, (715) 461-0372 / [email protected] 44. IH 94, East West Freeway, Marquette I/C; Milwaukee County; 1228-09-74, WISC 2020 070; IH 94; 0.479 Miles; Milling, Asphalt Pavement, Signs, Pavement Markings, and High Friction Surface Treatment.

Guaranty Required: $100,000.00 Estimate of Principal Items: Marking Tape, 31,533 LF; Marking Epoxy, 114,239 LF; Asphaltic Surface, 100 Ton; HMA Pavement, 20,891 Ton; Removing Asphaltic Surface Milling, 186,525 SY; Tack Coat, 13,057 Gals; Signs, 4,232 SF; Resin Binder High Friction Surface Treatment, 21,370 SY.

DBE Goal: 10 % Contract Completion Date: September 1, 2021 Contact Information: Evan Limberatos (262) 548-8797 / [email protected]

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45. Epoxy Pavement Marking, Various STH / USH, Northeast Region-Wide; NE Region-Wide; 1009-34-32, WISC 2020 107; Various Hwys.; 0.000 Miles; Pavement Markings.

Guaranty Required: $75,000.00 Estimate of Principal Items: Marking Epoxy, 2,664,541 LF.

DBE Goal: 8 % Contract Completion Date: October 2, 2020

Contact Information: Mike Frewerd, (920) 492-5653 / [email protected] By order of: Rebecca Burkel Administrator Division of Transportation System Development