Site work and paving for a civil project in Wilberforce, Ohio. Completed plans call for site work for a bridge / tunnel; for paving for a bridge / tunnel; road / highway; and road / highway.

Proposal Nm GRE112979 County: Greene Dbe Goal: 9.50 Bridge Repair C/r/s: Gre-ir 71/sr 72-01.50/00.29 Completion Date: 6/30/2026 For Improving Various Sections in the Cities, Villages, Townships, County, Ohio, in Accordance With Plans and Specifications by Rehabilitating Two Bridges Over Ir-71. Gre-71-0150 Involves Patching Deteriorated Portions of Conrete on Piers and Abutments, Replacing Bearings, Replacing Expansion Joints, Painting Structural Steel, and Other Related Work. Gre-72-0290 Involves Replacing the Reinforced Concrete Deck of a Four-span Steel Beam Structure, Raising the Pier Caps, and Converting the Existing Abutments to Semi-integral. Project Also Includes Minor Paving at Approaches, Guardrail Upgrades, Bridge Fence Upgrades, and Other Related Work. OHDOT - Bridge Repair - IR 71/SR 72 The Department will indicate the work type required for each pay item. If the line item does not have a corresponding work type, NR will be shown in the work type column. This proposal note will govern the assignment of work types to pay items. However, the Contractor may perform incidental work items for which it does not hold the required work type provided the cost of the work does not exceed 5% of the total bid. The Contractor may also perform Work Type 26 (Structural steel painting) without holding the required work type provided the total area to be painted does not exceed 700 SF per structure. The Contractor may not perform any quantity of Work Type 55 or 56 unless they hold the required work type. The Contractor may perform Work Type 57 (Sealing of Concrete Surfaces with Epoxy or Non-Epoxy Sealers) without holding the required work type provided the total area to be sealed does not exceed 75 SY per project. Listed below are the work types for this proposal. In accordance with Ohio law, a bidder must possess work types, and perform work equal to the percentage included on the front cover of this proposal. This is a percentage of the total amount of the submitted bid price. The Director may, by insertion of a contract provision, reduce the fifty percent amount. For projects with new full depth cast-in-place concrete decks and slab superstructures, the surface smoothness requirements of C&MS 451.13 are modified as follows for bridge encounters defined as 25 feet of entry pavement, entry approach slab, bridge deck, exit approach slab and 25 feet of exit pavement including all joints.