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Site work and paving for a civil project in Mellen, Wisconsin. Completed plans call for site work for a road / highway; for paving for a road / highway; bridge / tunnel; and bridge / tunnel.
20250114041. 9925-00-70 WISC 2025178 Mellen - USH 2, STH 13 to Ashland/Iron Co Ln, STH 169 Ashland County 9925-00-71 WISC 2025179 Mellen - USH 2, Bad River Bridge B-02-0026, STH 169 Ashland County Work Summary: Removals, Milling, Grading, Aggregate, Concrete Pavement, Asphalt Pavement, Structure Rehabilitation, Culvert Pipe, Beam Guard, Erosion Control, Permanent Signing, Traffic Control, Pavement Marking, Restoration. Work Type: AD DBE Goal: 2% Completion Date Contract: August 30, 2025 Guaranty Required: $100,000.00 With each sealed proposal, the bidder must include a properly executed bid bond or a cashiers 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. 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. Question Deadline - 01/13/2025 at 11:45 AM CT, Any question submitted after 2 p.m. the Thursday prior to the letting may not have sufficient time to prepare a thorough response or develop a contract addenda. 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. WI DOT - 041 - Mellen - USH 2, STH 169 *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document. Comply with standard spec 107.17 for all work affecting Fox Valley and Lake Superior Rail System, LLC property and any existing tracks. (1) This special provision describes modifying the compaction and density testing and documentation requirements of work done under the Base Aggregate Dense 1 1/4-Inch bid items. Conform to standard spec 305 as modified in this special provision and to the contract QMP Base Aggregate article. (2) Provide and maintain a quality management program. A quality management program is defined as all activities, including process control, inspection, sampling and testing, and necessary adjustments in the process related to construction of dense graded base which meets all the requirements of this provision. (3) Chapter 8 of the department's construction and materials manual (CMM) provides additional detailed guidance for QMP work and describes sampling and testing procedures. (4) This special provision applies to Base Aggregate Dense 1 1/4-Inch material placed: above at least 16 inches of subgrade improvement, 12 inches of subgrade improvement and geogrid or QMP subgrade provisions, between shoulder hinge points and lower than mainline pavement. Unless otherwise specified by the contract, all Base Aggregate Dense 1 1/4-Inch material placed on side roads, private and public entrances, individual ramps less than 1500 feet, passing lanes less than 1500 feet, tapers, turn lanes, and other undefined locations are exempt from the compaction and density requirement modifications and testing contained within this special provision. (1) This special provision describes modifying the compaction and density testing documentation requirements of work done under the Mill and Relay Pavement and Pulverize and Relay bid items. Conform to standard spec 325 and 330 as modified in this special provision. (2) Provide and maintain a quality management program. A quality management program is defined as all activities, including process control, inspection, sampling and testing, and necessary adjustments in the process related to construction of a milled and re-laid and pulverized and re-laid base which meets all the requirements of this provision. (3) Chapter 8 of the department's Construction and Materials Manual (CMM) provides additional detailed guidance for QMP work and describes sampling and testing procedures. The contractor may obtain the CMM from the department's website. (4) This special provision applies to Mill and Relay and Pulverize and Relay material placed on both the mainline traveled way and its adjacent mainline shoulders according to the typical finished sections. Unless otherwise specified by the contract, all Mill and Relay and Pulverize and Relay material placed on side roads, private and public entrances, ramps, tapers, turn lanes, and other locations not described as the mainline traveled way and its adjacent mainline shoulders is exempt from the compaction and density requirement modifications and testing contained within this special provision. Replace standard spec 460.3.3.2 (1) and standard spec 460.3.3.2 (4) with the following: (1) This special provision describes density testing of in-place HMA pavement with the use of nuclear density gauges. Conform to standard spec 460 except as modified in this special provision. (2) Provide and maintain a quality control program defined as all activities and documentation of the following: 1. Selection of test sites. 2. Testing. 3. Necessary adjustments in the process. 4. Process control inspection. (3) Chapter 8 of the department's construction and materials manual (CMM) provides additional detailed guidance for QMP work and describes required procedures. (4) The department's Materials Reporting System (MRS) software allows contractors to submit data to the department electronically, estimate pay adjustments, and print selected reports. Qualified personnel may obtain MRS software from the department's website. This special provision describes the Hot Mix Asphalt (HMA) density and volumetric testing tolerances required for an HMA test strip. An HMA test strip is required for contracts constructed under HMA Percent Within Limits (PWL) QMP. A density test strip is required for each pavement layer placed over a specific, uniform underlying material, unless specified otherwise in the plans. Each contract is restricted to a single mix design per mix type per layer (e.g., upper layer and lower layer may have different mix type specified or may have the same mix type with different mix designs). Each mix design requires a separate test strip. Density and volumetrics testing will be conducted on the same test strip whenever possible. This special provision describes percent within limits (PWL) pay determination, providing and maintaining a contractor Quality Control (QC) Program, department Quality Verification (QV) Program, required sampling and testing, dispute resolution, corrective action, pavement density, and payment for HMA pavements. Pay is determined by statistical analysis performed on contractor and department test results conducted according to the Quality Management Program (QMP) as specified in standard spec 460. This special provision describes providing Material Transfer Vehicles (MTV) and operators for use during HMA upper layer paving operations of the travel lanes as shown in the plan or as directed by the engineer. This special provision describes excavating, grading, shaping, compacting, topsoiling, and finishing all disturbed areas, and properly disposing of surplus material necessary to clean ditches, as shown on the plans and as directed by the engineer. The Wisconsin Department of Transportation is committed to the compliant administration of the DBE Program. The DBE provisions work in tandem with FHWA 1273 and WisDOT's Standard Specifications for Highway and Structure Construction and Construction and Materials Manual. The WisDOT Secretary is signatory to assurances of departmentwide compliance. The Department assigns the contract DBE goal as a percentage of work items that could be performed by certified DBE firms on the contract. The assigned DBE goal is expressed on the bid proposal as a percentage applicable to the total contract bid amount. (1) WisDOT identifies the assigned DBE goal in its contract advertisements and posts the contract DBE goal on the cover of the bidding proposal. The contractor can meet the assigned contract DBE goal by subcontracting work to a DBE firm or by procuring services or materials from a DBE firm. (2) Under the contract, the prime contractor should inform, advise, and develop participating DBE firms to be more knowledgeable contractors who are prepared to successfully complete their contractual agreement through the proactive provision of assistance in the following areas: o Produce accurate and complete quotes o Understand highway plans applicable to their work o Understand specifications and contract requirements applicable to their work o Understand contracting reporting requirements (3) The Department encourages contractors to assist DBE subcontractors more formally by participating in WisDOT's Business Development program as a mentor, coach, or resource. For comprehensive information on the Disadvantaged Business Enterprise Program, visit the Department's Civil Rights and Compliance Section website. The work under this contract shall consist of Asphaltic Milling, Stabilized Base Reclamation, HMA pavement, Culvert replacement, Concrete Masonry Bridges, Grading, Shaping and Finishing Intersection, Grading, Shaping and Finishing Beamguard Terminals and all incidental items necessary to complete the work as shown on the plans and included in the proposal and contract.
Post-Bid
Roads / Highways
$7,999,999.00
Public - State/Provincial
Paving, Site Work
Trades Specified
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January 14, 2025
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WI-169, Mellen, WI
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