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

The Village of Amherst, Wisconsin, hereby gives notice that sealed lump sum Bids will be received for the construction of Well 1 UV update. The project also includes well pumping equipment, chemical feed equipment, electrical generator, instrumentation and controls and related equipment, within the Village of Amherst, Portage County, Wisconsin. Est. Completion Date: May 30, 2025 DBEs, including MBEs and WBEs, are encouraged to submit bid proposals. The successful bidder will be required to conform to the wage requirements prescribed by the federal Davis-Bacon and Related Acts which requires that all laborers and mechanics employed by contractors and sub-contractors performing on contracts funded in whole or in part with federal funds in excess of $2,000 pay their laborers and mechanics not less than the prevailing wage rates and fringe benefits, as determined by the Secretary of Labor, for corresponding classes of laborers and mechanics employed on similar projects in the area. Bid Security in the amount of not less than 5 percent nor more than 10 percent of the Bid shall accompany each Bid in accordance with the Instructions to Bidders. CONTRACT SECURITY: The Bidder to whom a Contract is awarded shall furnish a Performance Bond and a Payment Bond each in an amount equal to the Contract Price. OWNER reserves the right to reject any and all Bids, waive informalities in bidding or to accept the Bid or Bids, which best serve the interests of OWNER. BID WITHDRAWAL: No Bid shall be withdrawn for a period of 60 days after the opening of Bids without consent of OWNER SYSTEM DESCRIPTION A. Tolerances: 1. Conform to ACI 117. 2. Concrete slabs for buildings shall be within 3/16 in. of 10 ft straightedge in each direction except where slabs are dished for drains. Deviations from elevation indicated shall not exceed 3/4 in. 3. Pitch floor to floor drains minimum of 1/8 in. /ft or as shown on Drawings. Minimum thickness of slabs shall be as dimensioned on Drawings. Pitch bottom of slab to match top slope of slab to maintain thickness noted. As an alternate, bottom of slab may be poured level provided that minimum thickness is maintained.