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

This item shall include all labor, equipment, and material necessary to remove and replace the existing asphalt pavement and base, as marked by the Engineer. The asphalt pavement and base in the repair areas shall be removed by the grinding or saw cut methods without displacing or damaging the remaining pavement. The excavated trench shall be compacted utilizing approved compaction equipment. All faces adjoining the existing pavement shall be cleaned and thoroughly coated with an approved liquid asphalt material. The Contractor shall use ODOT Item 301 Asphalt Concrete Base, PG64-22, to replace the excavated material. The cost of the material shall be included in the unit price bid for this item. Pavement planing shall be performed to the lines and grades shown on the typical section. As part of a separate operation from mainline planing, the Contractor shall grind a minimum of four feet (4.0') into each side road and a minimum of two feet (2.0') into each driveway or as marked by the Engineer. For this process the Contractor shall use Engineer approved milling equipment. Milling depth at the marked location at the back of the driveway and/or side road shall be two inches (2.0"). The Contractor shall maintain and supply proper access to all drives and intersections. This work shall include the required butt joints for the side roads. Butt joints, per ODOT SCD BP-3.1, will be required at the following locations, as marked by the Engineer: Fairgate Boulevard 75.0 SY Rockhaven Road 40.0 SY. Item 424 - Fine Graded Polymer Asphalt Concrete, Type B, PG76-22M The Contractor shall place a surface course as shown on the typical section(s). The Contractor shall cover all existing asphalt pavement. The Contractor shall use three (3) rollers to compact the surface course including two (2) tandem rollers and one (1) small tandem roller. The small tandem roller shall be used to compact areas where the large tandem roller cannot reach, including mailbox approaches and driveway transitions. Vibration shall only be used at the direction of the Engineer. The surface course shall not be placed the same day as the intermediate course. Density gauge quality control testing shall be performed per 448.02. Seal all transverse and longitudinal surface course joints per 401.17. The bid shall be let upon a unit price basis. The estimated cost for this project is $800,000.00. Question Deadline: 04/01/2024 09:00 AM CDT Bond Notes: Pursuant to Ohio Revised Code Chapter 153, the bid must be accompanied by an original sealed document (uploaded for digital bids) in the form of a bond for the full amount of the bid (100%). Otherwise, each bid must be accompanied by a certified check, cashier's check, or letter of credit in the amount of ten percent (10%) of the total bid amount pursuant to Ohio Revised Code Chapter 1305. All digital Bidders must submit original documents within three (3) business days of the bid opening. Owner Rights: The Geauga County Board of Commissioners reserves the right to reject any and all bids, to waive any informalities or irregularities in the bids received, and to accept any bid or bids which are deemed most favorable to the Board at the time and under conditions stipulated, all in accord with the applicable provisions of laws of the State of Ohio governing the conduct of the Geauga County Board of Commissioners. Except where otherwise noted in these Bid Specifications, the following documents shall govern this project: 1. 2024 “Standard Contract Provisions for Improvement Project Contracts” published by Geauga County Engineer’s Office 2. 2019 Construction and Material Specifications (C&MS) published by Ohio Department of Transportation (ODOT) 3. 2024 “Modifications to the State of Ohio Department of Transportation 2019 Construction and Material Specifications and Supplemental Specifications” published by Geauga County Engineer’s Office