Site work for a mixed-use development in Appleton, Wisconsin. Completed plans call for site work for a municipal facility.

Requesting bids from contractors to correct deflection issues in precast mechanical enclosure walls and install helical piles to reinforce the wall footings at the Justice Center. Outagamie County is seeking bids from qualified contractors to correct deflection issues in precast mechanical enclosure walls and install helical piles to reinforce the wall footings at the Outagamie County Justice Center located at 320 S Walnut St, Appleton WI 54911. CBS Squared, Inc. performed an architectural study of the leaning precast walls in 2023 and provided a structural inspection report, which recommends the installation of helical piles as a corrective action for the leaning walls. Intertek PSI completed geotechnical soil borings and an associated report in spring of 2024. The scope of this project includes re-leveling of the precast walls and then adding helical piles per CBS recommendations in the attachment labeled "Structural Inspections Report" dated 11/3/2023. Awarded contractor shall also use data from attachment labeled "PSI Geotechnical Report" dated 4/19/2024 in determining helical pile sizing. Scope of Work Per recommendations listed in CBS's structural report and data listed in PSI's geotechnical report, awarded contractor shall correct deflection or leaning issues associated with the identified precast walls and then size and install helical piles sized sufficiently to properly support the footings and walls. The following shall be included as part of the scope of work: The area near the mechanical walls has several underground utilities. Contractor shall have all utilities marked prior to any earthwork. Due to the underground utilities located near these walls, contractor shall also include hydro excavation for the top 5 feet of soil in areas of needed excavation. Contractor shall also keep the excavation area to the minimum area needed to straighten the footings and wall and to install the helical piles. Contractor shall be responsible to haul away and dispose of any excess excavated material that will not be reused as fill. Protect sidewalk and parking lot surfaces from heavy equipment as needed in order to prevent damage. Straighten, alien and level the walls as best as reasonably possible in order to get them close to the original design specs. Support footings and install helical piles per CBS's recommendation. Contractor shall have a certified designer properly size the helical piles per the information provided in the reports. Contractor shall also have the owner's consultant (CBS Squared) review submittals for the helical piles sizing for approval prior to installation. Backfill any excavated areas. Provide fill material as needed. Pull back landscaping stones prior to excavation and then re-spread the stones as best as possible after excavation has been filled. The County will provide and install any needed extra landscaping stone to replace any stone lost during the excavation process. Provide a one-year warranty on parts and labor.