Site work and paving for a road / highway in Boon, Michigan. Completed plans call for site work for a road / highway; and for paving for a road / highway.

All materials and all work will be in accordance with the 2020 MDOT Standard Specifications for Construction. Insurance requirements shall be in accordance with the 2020 MDOT Standard Specifications for Construction. Award is contingent upon Board approval and funding being available from MDOT. The Wexford County Road Commission, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, SubTitle A, Office the Secretary, Part 21, Nondiscrimination in Federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contact entered into pursuant to this advertisement, minority business enterprises will be afforded full 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. The Board reserves the right to reject any or all bids or any part of the same, to waive irregularities and/or informalities and to make the award in part or entirety in any manner deemed to be in the best interest of the Wexford County Road Commission. Contractors / suppliers that do not honor their bid through out the season may at WCRC discretion be precluded from future bid lettings. Description of Work: There are 2 different work types along this section of road. Read the project description carefully to understand what is being performed. See attached log sketch of the project provided by MDOT. Work Type I: Overlay with Shoulder Repair Location: 31 Rd to 33 Rd (Sta. 2149+85 to 2205+50) The intent of this work is to cold mill repair intermittent failing sections of the existing shoulder between the joint west of 31 Rd (POB) and 33 Rd. A cold mill will be used to mill the existing 3' wide failed shoulders where indicated. Cold mill the existing HMA shoulder will be variable width from 3' to 5' wide, as directed. The milled sections to be 2" deep at variable width. The milled shoulder repair sections will be paved separately, placing HMA, 5EML at a rate of 220 lbs/syd on milled surface prior to paving the HMA overlay. The entire roadway from POB to 33 Rd will be paved with HMA 1_" overlay, including the existing shoulders and the shoulder repair sections. HMA, 5EML to be placed at a rate of 165 lbs/syd. There are 18 HMA paved driveways that will have HMA wedged to transition from the new road surface to the old driveway surface. Length of taper will be determined in the field to provide the residents with a minimal grade change. S 31 Rd currently has paved HMA approaches on both the north and south sides. These approaches will be overlayed with HMA, 5EML at a rate of 165 lb/syd. Work Type II: Mill & Resurface Location: 33 Rd to 35 Rd (Sta. 2205+50 to 2272+53) The intent of this work is Cold Milling of the drive lanes and _ foot of each shoulder (25'wide) from 33 Rd to the joint just east of 35 Rd (POE). This includes 2 passing flares. Cold Milling to be to a depth of 1_" deep. The drive lanes and passing flares will be paved back with HMA, 5EML at a rate of 165 lbs/syd. The curbed approaches at Wexford County intersecting roads will be profile milled. Cold Milling the shoulder to produce a 1_" joint along the face of the curbs and through the approach while matching the milled edge of the lane. Cold Milling of shoulder at approaches will begin at the end of the curbs and will continue through the intersection to the end of the opposite curb. Below is a list of intersections the profile milling applies to, quantities are estimated: Thirsty's Taylor 180 Syds 180 Syds Bucchanalia Dr Benson Road Morel Drive 350 Syds 200 Syds. 160 Syds. There are 2 Wexford County roads intersecting that will have fully paved approaches. The approaches will have both curbs profile milled along M-55 as described above and also milled around the radii of the curbs to the ends of curbs, transitioning to overlay with a tapered mill joint. The entire approach will be overlayed with HMA, 5EML at a rate of 165 lbs/syd. See the list of intersections for approach Cold Milling below, quantities are estimated: 35 Road 550 Syds 33 Road 600 Syds. Work Type II, Mill and Resurface will transition to Work Type I, Overlay, with a milled taper to transition at the west end of the passing flare lane at the 33 Rd intersection (Sta 2205+550). Tapered butt joint will be cold milled at POB (Sta. 2149+85) to transition to existing surface. Milled taper to be 75' long. The milled material will become property of the Wexford County Road Commission. The contractor will haul material off site and stockpile at the DNR snowmobile staging area at 33 Rd and 48 _ Rd. Class II shoulders to be placed after completion of paving. Class II shoulders to be placed flush to new asphalt and compacted. Temporary Removable Yellow pavement markings are to be placed on centerline only. Permanent Yellow pavement markings to be placed upon completion of paving and aggregate shoulders. The contractor's operations must be performed during daylight hours from Monday through Friday. Project Schedule: This project is to be completed prior to September 26, 2025. No work on Saturdays, Sundays, or holidays. In the event of a Labor Dispute, lockout, or strike, there will be no extensions of time and liquidated damages will begin on September 26, 2025, if the project is not completed. General Log Notes: 1. Once work has been initiated, the work must be continued daily until it is completed. The project must be completed in 10 work days. 2. HMA, 5EML Overlay to be a MDOT approved mix design. 3. A HMA overlay will be paved over the existing roadway and shoulders, along with the milled surfaces, at a rate of 165 lbs/syd. 4. Asphalt Cement for the HMA, 5EML to be PG 64-28 5. The top course of HMA pavement to have a minimum AWI of 260. 6. The Bond Coat material shall be placed on the existing HMA surface. The application rate shall be 0.05 to 0.15 gal/syd. Surfaces are to be clean and dry. 7. Shoulder, CL II, will be placed 2' to 3' wide where needed. This material will be graded flush with HMA surface and compacted. 8. The Engineer will establish exact limits of operations in the field prior to work. 9. Milled material becomes the property of the Wexford County Road Commission. The contractor will haul material off site and stockpile at the DNR snowmobile staging area at 33 Rd and 48 _ Rd. 10. WCRC may perform maintenance work within or adjacent to the Construction Influence Area (CIA). WCRC will coordinate their operations to minimize interference to the Contractor. NO additional payment will be made to the Contractor for the joint use of traffic control items. 11. The 2020 MDOT Standard Specifications for Construction and 2011 Michigan Manual of Uniform Traffic Control Devices and MDOT Standard Plans shall apply. 12. This project is not a Davis/Bacon project, nor does it require prevailing wages to be paid to the contractor or its employees. Insurance Requirements: Insurance: Requirements as per MDOT 2020 Standard Specifications for Construction.