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

**As of May 20, 2022, this project was awarded to M&M Asphalt with an awarded amount of $610, 667.89.** ENGINEERS ESTIMATE: $630,707.00 Brown Road / CR K and Airport Road / CR 13 Reconstruction Project Pavement/Driveway Replacement- Prior to the replacement of the permanent pavement, the existing pavement and/or driveway shall be removed by sawing to a neat straight edge to a point 12 inches beyond each side of the trench excavation. a. Any excess granular backfill material placed under the appropriate Item of construction shall be removed to allow for the placement of the permanent pavement in accordance with the thickness subsequently specified. Stone Drive Replacement- The stone drive replacement shall consist of placing 8" of Item 304 Aggregate Base. The granular material shall be placed and compacted by mechanical means to not less than 95% of the maximum density as determined in accordance with ASTM D1557 (Modified Proctor). The concrete drive replacement shall consist of placing 4" of Item 304 Aggregate Base and 6" of Item 452 Non-Reinforced Portland Cement Concrete Pavement in accordance with Item 452 of the Standard Specifications. The asphalt street replacement shall consist of placing 12" of Item 304 Aggregate Base, 2 1/2 " of Item 441 Asphalt Concrete Intermediate Course, Type 1, PG 64-22 and 1 1/2 "of Item 441 Asphalt Concrete Surface Course, Type 1, PG 64- 22. The granular material shall be placed and compacted by mechanical means to not less than 95% of the maximum density as determined in accordance with ASTM D1557 (Modified Proctor). The asphalt concrete shall be placed in accordance with Items 441 of the Standard Specifications