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

Road construction, widening, and overlay including mill and fill activities for various township and village roads. SECTION (Marion) Township Road D from Road 10A to Road 13 (Ridgeville) Township Road 21A from SR 34 to Road U1 (mill and fill) (Ridgeville) Township Road X from Road T to Road U (mill and fill) (Village of McClure) Cross Street from SR 65 to Haley Street (mill, fill, and surface) PROJECT LENGTH: 4.45 Miles PROJECT TYPE: Road construction, widening, and overlay Bonds: 100% Bid Bond, Certified Check required, $670,750 Performance Bond, $670,750 Payment Bond. Tonnage lath shall be provided by the Engineer at a minimum of 500' intervals. Additionally areas requiring layout for location of formed construction joints, feather areas, planning and profile correction will be provided by the Engineer. Construction stakes on projects requiring pavement realignment, layout for RESURFACING, shoulder limits, drainage structures, ditch grades, pavement grades, etc. shall be by the Contractor and shall be paid for under Item 623 - Construction Layout Stakes. The CONTRACTOR shall confine his work area within the proposed work limits as shown on the plans. SPECIFICATIONS Asphalt Specifications The Standard Specifications of the State of Ohio Department of Transportation dated January 1, 2019 together with any modifications to same as stated herein or on the plans will govern these improvements. Item 823 Intermediate course where specified, shall be placed to restore crown to the pavement. All 823 Intermediate Course material shall be placed as directed by the Engineer prior to placement of any 823 Surface Course material on a road by road basis. No construction traffic shall be permitted over the material until sufficient cooling has occurred to support such traffic. Unless otherwise noted or directed by the Engineer Item 823 Intermediate (Leveling) Course shall be placed at a minimum compacted depth of one and one-quarter (1 1/4 ") inch with a designed cross-section slope of one-quarter ( 1/4 ") inch per foot. Item 823 Surface Course shall be placed at a minimum compacted depth of one and one-quarter (1 1/4 ") inches with a designed cross-section slope of one-quarter ( 1/4 ") inch per foot unless specified otherwise. All 823 materials shall to the extent practicable, be placed at full width. Material shall be placed to provide the designed 1/4 inch/foot cross-section slope and to correct longitudinal deficiencies with a forty (40') foot automatically controlled leveling ski. Instead of full width paving, the Contractor may use hot joint construction using multiple pavers. Item 407 Bituminous Tack Coat shall be applied to all existing pavement and intermediate courses at the rate of 0.05 gallons per square yard unless otherwise noted. The asphalt binder grade for all 823 material used shall be PG 64-22. Both the 823 Intermediate Leveling Course and the 823 Surface Course shall be Type 1. The course aggregates used in the asphalt mixes shall be from crushed stone or gravel. The fine aggregates used in the mix designs shall be of natural sand or sand manufactured from stone or gravel. There shall be NO slag materials allowed in any mix design.