Site work and paving for a civil project in Fox Point, Wisconsin. Working plans call for site work for a bridge / tunnel; road / highway; for paving for a road / highway; and water / sewer project.

**As of March 8, 2024 bids received were rejected no definite time for rebid. ** Bids for the furnishing of all materials and the performance of the work as described below, in accordance with the Contract Documents (CD). The project location: N. Lake Drive (Between E. School Road and E. Dean Road). Inquiries about the project should be directed to Yuriy Amelyan at Kapur & Associates, Inc. (414-751-7285) The work associated with 2024 Lake Drive Utilities Improvement includes the following estimated quantities: BASE BID: o Removing Asphaltic Surface -5,200 SY o Base Aggregate Dense 1 1/4-Inch (Driveways) - 400 TON o HMA Pavement 3 LT and 4 LT - 1,780 TON o Asphaltic Driveways and Field Entrances - 100 TON o Culvert Pipe Class III-B 18-Inch and 24-Inch - 60 LF o Culvert Pipe Reinforced Concrete Class V 21-Inch - 120 LF o Culvert Pipe Reinforced Concrete Horizontal Elliptical HE-IV 24x38-Inch - 60 LF o Storm Manholes 4-FT, 5-FT and 6-FT Diameter - 8 EACH o HDPE Storm Sewer 8-Inch, 10-Inch, 12-Inch, 15-Inch, 18-Inch and 24-Inch-2,340 LF o Nyloplast Drain Basin 24-Inch and 36-Inch (With Frame and Grates) - 23 EACH o Ditch Regrading -3,000 LF o PVC Water Main 12-Inch - 1,940 LF o PVC Water Main 8-Inch - 2,190 LF o Hydrant Assembly with 6-Inch Valve Box - 27 EACH o Hydrant Lead 6-Inch - 305 LF o Gate Valve and Valve Box 8-Inch - 23 EACH o Gate Valve and Valve Box 12-Inch - 29 EACH o Corporation Stop and Curb Stop1.25-Inch - 48 EACH o Water Service HDPE 1.25-Inch - 960 EACH o Landscaping Restoration All-Inclusive - 5,240 SY o Erosion Bales 50 EACH and Inlet Protection - 8 EACH o Traffic Control - 1 LS ALTERNATE BID 1 - WATER MAIN IMPROVEMENT BETWEEN E. SCHOOL ROAD AND E. ACACIA ROAD: o Removing Asphaltic Surface - 750 SY o Base Aggregate Dense 1 1/4-Inch (Driveways) - 80 TON o HMA Pavement 3 LT and 4 LT - 200 TON o Asphaltic Surface Driveways and Field Entrances - 30 TON o PVC Water Main 8-Inch - 880 LF o Hydrant Assembly with 6-Inch Valve Box - 2 EACH o Hydrant Lead 6-Inch - 70 LF o Gate Valve and Valve Box 8-Inch - 3 EACH o Corporation Stop and Curb Stop1.25-Inch - 32 EACH o Water Service HDPE 1.25-Inch - 810 LF o Landscape Restoration, All-Inclusive - 400 SY ALTERNATE BID 2 - SERVICE ROAD HYDRANT REPLACEMENT AT STA 160+83: o Removing Asphaltic Surface - 50 SY o HMA Pavement 3 LT and 4 LT - 20 TON o Hydrant Assembly with 6-Inch Valve Box - 1 EACH o Hydrant Lead 6-Inch - 75 LF o Landscape Restoration, All-Inclusive - 60 SY ALTERNATE BID 3 - STORM SEWER IMPROVEMENT BETWEEN E. ACACIA ROAD AND E. DAPHNE ROAD o Removing Asphaltic Surface o Base Aggregate Dense 1 1/4-Inch (Driveways) - 100 TON o Asphaltic Surface Driveways and Field Entrances o HDPE Storm Sewer 12-Inch and 15-Inch - 435 LF o Nyloplast Drain Basin 24-Inch (With Frame and Grates) - 2 EACH o Ditch Regrading - 200 LF o Landscape Restoration, All-Inclusive - 800 SY ALTERNATE BID 4 - STORM SEWER IMPROVEMENT AT BELL ROAD o Removing Asphaltic Surface - 150 SY o Base Aggregate Dense 1 1/4-Inch (Driveways) - 60 TON o Asphaltic Surface Driveways and Field Entrances - 20 TON o Manholes 4-FT Diameter - 1 EACH o HDPE Storm Sewer 15-Inch Special - 340 LF o Nyloplast Drain Basin 24-Inch Special - 3 EACH o Ditch Regrading Special - 250 LF o Landscape Restoration, All-Inclusive - 800 SY As a part of their Bid, Bidders shall submit a full and complete list of: 1) all of the proposed Subcontractors and 2) the class of work which each will perform. Failure to include the Subcontractor list will be cause for rejection of a Bid. The selected Contractor shall not alter this list without the written consent of the Director of Public Works. A Contractor's Qualification Statement is also required and should be submitted with the Bid if not previously submitted. The CDs require that the selected Contractor furnish a Certificate of Insurance and Payment and Performance Bonds issued in the amount of the bid. AWARD DATE: Anticipated award date is February 13, 2024. The selected Contractor may begin work only after the Village has issued him a Notice to Proceed. The anticipated project start date is April 15, 2024. The selected Contractor must complete all work Not Later Than of November 15, 2024. BID GUARANTEE: Only those bids that are accompanied by a Bid Bond or unqualified certified check in an amount not less than five percent (5%) of the bid will be considered. The Bid Bond or certified check serves as a guarantee that if the bid is accepted, the bidder will execute and file the Agreement and a 100% Performance Bond and Payment Bond within fifteen (15) days after the Notice of Award. In case the bidder fails to file such contract and bond within the time set forth, the certified check or Bid Bond shall be forfeited as liquidated damages. STATUTORY PROVISIONS: The contract letting shall be subject to the provisions of the Wisconsin Statutes, including Section 61.55, 61.56, 62.15, 66.0901, 66.0903, 779.14 and 779.16. BID WITHDRAWAL: No bid shall be withdrawn for a period of ninety (90) days after the bid opening date without the consent of the Village of Fox Point. BID REJECTION: The Village of Fox Point reserves the right to reject any or all bids, to accept any bid most advantageous to it, or waive any technicality. Pre-Qualification: Yes *All questions about the meaning or intent of the Contract Documents shall be submitted to Engineer in writing. Replies will be issued by Addenda mailed, faxed, or delivered to all parties recorded by Engineer as having received the Bidding Documents. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. However, Bidders wishing to discuss any aspect of this Work are requested to contact Mr. Yuriy Amelyan at (414) 751-7825 at the office of the Engineer (Kapur).