Site work and paving for a mixed-use development in Madison, Wisconsin. Completed plans call for site work for a road / highway; for paving for a road / highway; sidewalk / parking lot; and sidewalk / parking lot.

The purpose of this document is to provide interested parties with information to enable them to prepare and submit a bid response for HMA and Cold Mix Pavement - County Projects. Vendor Question Submission Deadline:February 7, 2024, 4:00 pm Proposal is accompanied by a certified or cashiers check payable to the Dane County Highway and Transportation Department, or by a bid bond, in the amount of 5% of the total amount bid. Awarded vendor shall also furnish Dane County with a performance bond equal to 100% of the contracted amount Materials covered under this provision shall conform to the State of Wisconsin, Department of Transportations specifications for each Type mix. The contractor will be responsible for providing mix design(s) and for testing required to insure uniformity of mix and adequacy of compaction. A mix design must be submitted to the County for approval a minimum of 2 weeks prior to the start of paving. In no case will paving be allowed to begin until the County is in receipt of said mix design(s) In most cases, milling will involve at least one vertical butt joint in order to match existing pavement. Should topographic or other physical constraints prevent a milling machine from making a satisfactory straight line, vertical "butt" joint, the contractor shall provide all labor and equipment necessary to complete the joint by other means. The contractor shall take measures to ensure that large milled areas on the mainline of the highway are not left open for more than 72 hours and not during rain events. The contractor shall be responsible for repairing underlying lower layers of pavement or base course that becomes damaged due to exposure to significant precipitation or traffic following milling. B. Construction Method: When adjacent to an existing concrete gutter, the contractor shall wedge cut the existing pavement surface to a width as specified by the County. The depth of the wedge cut shall be a minimum of 1 1/2 inches adjacent to the gutter and 1/8 inch on the outside edge towards the street centerline. The depth of cut shall be measured to the top of the ridges. This work is anticipated to be completed by approximately October - November 2024 or spring of 2025 (subject to change). Bid-Results:- 1. CTH AB (CTH MN to USH 12) –- Payne & Dolan, Inc. $ 219,258 2. CTH F (USH 18-151 to CTH ID) – Payne & Dolan, Inc. $ 131,296. 3. CTH F (CTH ID to Diamond Circle) – Payne & Dolan, Inc. $ 275,236 4. CTH G (CTH A east to bridge north of Britt Valley Rd.) – Payne & Dolan, Inc. $ 571,800 5. CTH K (CTH P to Ripp Road)- Payne & Dolan, Inc. $ 489,700 6. CTH KP (STH 19 to USH 12) Payne & Dolan, Inc. $ 332,538 7. TH MM (USH 14 to McCoy Road Payne & Dolan, Inc. $1,009,642 8. Milling in transverse rumble strips at various Dane Co. locations-Payne & Dolan, Inc. $ 12,780