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

Mill & Overlay approximately 4 miles of SR 15 from Queen Street to north of Audubon Drive, in Jones County. Project Completion: Flexible Value Estimate Range - $5,000,000 - $10,000,000 For Federal Aid Projects the attention of bidders is directed to the contract provisions governing selection and employment of labor contained in the bid proposal. Minimum wage rates for Federal Aid Projects have been predetermined by the Secretary of Labor and are subject to Public Law 87-581, Work Hours Act of 1962, as set forth in the contract provisions. Unless otherwise set out in the bid proposal, all other projects are subject to the predetermined minimum wage rate set by the U.S. Department of Labor under the Fair Labor Standards Act. When a DBE goal is contained in the contract, the award will be contingent upon the Contractor satisfying the DBE requirements. Bid bond, signed or countersigned by a Mississippi Resident Agent or qualified non-resident agent, with Power of Attorney attached or on file with the Contract Administration Engineer of the Department, a Cashier's Check or Certified Check for five (5%) percent of bid, payable to State of Mississippi, must accompany each proposal. The attention of bidders is directed to the provisions of Subsection 102.07 pertaining to irregular proposals and rejection of bids. MSDOT - Call 09- Mill & Overlay - SR 15 The Contractor shall request a Notice to Proceed/Beginning of Contract Time date between the dates of the May 8, 2025 and July 10, 2025 QA Type 1B sensor will not be accepted as an alternative detection on span wire intersections. It is anticipated that new pipe will be needed at the following locations: Between two median inlets that have both been breached at the NW corner of Old Amy & 15, from these inlets running north on the west side of 15 down to the entrance of Cannon Chevrolet, and under the entrance to Cannon Chevrolet. Field determinations will be made for this work as directed by the Engineer. The additional width of 36 in Table 1 considers several areas along the mainline where right turn lanes exist. (Jefferson St & 15 SB, US 84 & 15 NB & SB, beginning at 12th St going north to 15th St, and in front of Walmart NB). It also considers ramps at channelized intersections (Walmart & 15, Old Amy & 15 and 15 & Audubon Dr.) Paved Ditch will need to be removed and replaced that exists at the NW corner of 15 & Old Amy where the median inlets are that will need to be rebuilt due to a breach. It also exists along some entrances to either parking lots or businesses longitudinally. Curb and gutter exist throughout the project that have broken areas on the curb above the gutter line. Some areas are worse than others. Removal of pipe exists at the NW corner of 15 & Old Amy, some at the inlets and some at the entrance into Cannon Chevrolet. Structure excavation will be needed at the inlets of 15 & Old Amy. Select material will be used in areas where pipe will be replaced. Concrete Paved Ditch will be used in the aforementioned areas where paved ditch is removed. Saw cut full depth will be used at both entrances to Alliance Gas where the concrete entrance is broken and needs to be replaced with crushed stone and either 9.5 HT or 19 HT asphalt. Class B Structural Concrete, Minor Structures will be used at the inlets at the NW corner of 15 & Old Amy. 18 RCP at the same location, as well as castings and gratings. Some areas of curb that need to be repaired will likely be a complete removal and built back with Type 3A Modified curb & Gutter. There are some areas of concrete driveways that are broken and need repair. Ramps will only be paved far enough down to tie in. Or, if there is an existing joint, close to the mainline of 15, it will tie to that joint. If a driveway is concrete, concrete will be used only if it merits being replaced. If there is a channel drain crossing the front of the drive, it will be replaced only if necessary, otherwise it will be tied to with mainline paving. If concrete driveways have exposed concrete aprons between the property and highway, only 10 of the drive will be replaced if it merits replacement. Each drive will be analyzed if additional repair is needed *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.