Site work and paving for a road / highway in Lone Rock, Wisconsin. Completed plans call for site work for a road / highway; and for paving for a road / highway.

Richland County; 5190-00-70, WISC 2022 070; STH 60; 0.000 Miles; Mill, Base, Asphalt Pavement, Signing, and Pavement Marking. Contract Completion Time: 70 Working Days Estimated Range - $4,000,000 - $4,999,999 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. The bidder may also satisfy the proposal guaranty requirements by having a properly executed annual bid bond on file with the Department. Contractors should submit all questions concerning plans and/or proposals through Website. This process is documented and can be found at Website. 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. WisDOT - 10 - Boscobel - Gotham, CTH W to STH 80 *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. The work under this contract shall consist of asphaltic surface milling, base aggregate dense, HMA pavement, pavement marking and all incidental items necessary to complete the work as shown on the plans and included in the proposal and contract. 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. Perform work according to standard spec 460 and as follows.