Site work for a water / sewer project in Fennimore, Wisconsin. Completed plans call for site work for a water / sewer project.

Tank Information: The Structure is a 300,000-gallon Spheroid Elevated Water Storage Tank With a Low-water Level of 109.7 Ft. Located at 1800 Street in Fennimore, Wisconsin. The Work Includes: Exterior: High Pressure Water Clean (5,000 to 10,000 Psi) and Spot Power Tool Clean to a Sspc-sp11 Standard. Apply a Three (3) Coat Epoxy Fluoropolymer System. Dry Interior: Abrasive Blast Clean the Entire Tops of the Platforms (Including 1 Ft. Up The Riser Wall), the Entire Bowl, and Spot Coating Failures Throughout to a Sspc-sp6 Commercial Standard. Apply a Three (3) Coat Epoxy System to the Bowl, a Two (2) Coat Epoxy System to the Platform Tops (and 1 Ft. Up the Riser Wall), and a Spot Two (2) Coat System to the Rest of the Prepared Surfaces. Pit Piping: Abrasive Blast Clean to a Sspc-sp6 Commercial Standard. Apply a Two (2) Coat Epoxy System. Foundation: Repair Grout. Water Clean and Apply a Two (2) Coat Epoxy System. Note L: the Engineer Assumes No Responsibility to Supply Builders Exchanges And Similar Plan Review Rooms With All Addenda Issued. An Attempt Will Be Made to Do So; However, Only Registered Plan Holders Will Be Notified by Email of Expected or Late Term Addendum With Short Preparation Times. Note 2: Prequalification of Bidders - Dixon Engineering Will Review Qualifications of All Contractors and Determine Their Status. Contractors Will Be Prequalified For Different Sized Tanks and Towers Based on Experience, Workmanship, Successful Project Completions With Dixon and Contractor's Financial Data. Prequalification Protocol is in the Instructions to Bidders. Any Contractor Who Has Any Projects in Dispute or Unfinished Because of Contract Problems Will Be Considered Not Prequalified. Disqualification Will Result in the Return of Any Handling Fee for Bidding Documents. Schedule and Liquidated Damages The Contractor is to Abide by the Following Schedule: The Contractor Has the Option to Perform the Work in the Spring or Fall of 2024 With the Following Schedules: Spring Schedule: Commence Work on or After April 15, 2024. Substantial Completion by May 27, 2024, Including Cure and Disinfection Time. The Tank May Be Out-of-service for a Maximum of 30 Days. Fall Schedule: Commence Work on or After September 18, 2024. Substantial Completion by October 27, 2024, Including Cure and Disinfection Time. Liquidated Damages Are Applicable and Begin After 30 Days Out-of-service or After Substantial Completion Date Whichever is the Earlier Date. Liquidated Damages at $1,250/calendar Day is to Apply After This Date. Ready for Final Payment Date is to Be Thirty (30) Days After Date Substantial Completion Date Based on Out-of-service Days or Scheduled Substantial Completion, or as Adjusted by Change Order, or Actual Substantial Completion if Earlier. Liquidated Damages After Ready for Final Payment Date of $250/day is to Apply. Liquidated Damages Are Cumulative if Damages From Substantial Completion and Ready for Final Payment Overlap. In Addition, Special Damages, Fines, or Set-off May Also Apply Per Bid/agreement Form. Mixer: Install a Mechanical Mixer. Repairs: 1) Replace the Wet Interior Roof Hatch. 2) Install a Handhold at the Access Tube Roof Hatch. 3) Install Ladder Extension at the Condensate Platform. 4) Install a Chemical Feed Tap on the Fill/draw Pipe. 5) Replace the Expansion Joint. 6) Install a Mud Valve. 7) Replace the Condensate Drain Line. 8) Overflow Discharge Modification. 9) Install a Fall Prevention Device on the Wet Interior Ladder. 10) Replace the Fall Prevention Devices on the Dry Interior Ladders. 11) Install an Additional Screen on the Roof Vent. 12) Install a Seal at the Access Tube Air Gap. 13) Install a Roof Painter's Railing. 14) Weld a Rigging Lug on the Bowl. 15) Relocate the Antenna Cable Penetrations. 16) Replace Light Fixtures in the Dry Interior 17) Replace the Aviation Light. 18) Replace the Dry Interior Light Bulbs. 19) Install an Aluminum Jacketing Over the Fill/draw Pipe Insulation. 1.02 Miscellaneous A. The Contractor is Responsible for Scheduling the Relocation of the Antenna Cables With the Antenna Owners. The Cables Will Need to Be Relocated When the New Penetrations Are Installed Through the Access Tube Cover Plate. Contact Information Will Be Given to the Contractor at the Preconstruction Meeting. B. Due to Supply Chain Issues, the Owner Reserves the Right to Require the Contractor to Have All of the Required Coating for the Project Delivered to the Site or to the Owner's Storage Facility Prior to the Tank Being Taken Out-of-service and Prior to the Commencement of the Project.