Specifications include, but are not limited to: Channel Repair of Concrete Box Culvert M-73, Project No. 21-56 -- Total Lump Sum of Bid ; PLACING ROCK RIPRAP, TYPE “B” The contractor will exercise caution while placing the riprap material around and under the bridges in this contract to avoid damage to substructure or superstructure elements of the bridges. Any structural damage caused by the Contractor will be the Contractor’s responsibility and will be repaired at no cost to the County. EXCAVATION (ESTABLISHED QUANTITY) AND EARTHWORK MEASURED IN EMBANKMENT For those sites in the Contract where the relevant bid item is “Excavation (Established Quantity)”, the Contractor will be responsible for loading, hauling, and disposal of waste excavation. For the sites in the Contract where the relevant bid item is “Earthwork Measured in Embankment”, the Contractor will be responsible for locating, furnishing, loading, and hauling borrow material. EXCAVATION AND EMBANKMENT All embankments in this contract will be considered to be Class III compacted to the stiffness defined by a deflection target value established by the Engineer. Driveway embankments will be considered to be Class I.
