Site work and paving for a mixed-use development in Appleton, Wisconsin. Completed plans call for site work for a bridge / tunnel; and for paving for a bridge / tunnel.

Bid envelope to: 1) identify project, 2) identify bidder, and 3) be marked sealed bid. bid envelope not properly marked will be cause for rejection. project unit h-19 glenhurst lane box culvert maintenance 21 cub.yd. Concrete Masonry Bridges 8 each Helical Piles 3,150 lb. Bar Steel Reinforcement 110 sq. ft. Concrete Sidewalk 1 lump sum Restoration/Erosion Control 1 lump sum Traffic Control Proposals shall be on forms furnished by the City. No bid will be opened unless the Bidders Proof of Responsibility for 2019 is filed in the office of the City Clerk not later than January 30, 2019. Reference is made to Section 66.0901 Wisconsin Statutes. No bid shall be received unless accompanied by a certified check or a bid bond equal to five percent of the bid, payable to the City as a guarantee that if the bid is accepted, the bidder will execute and file the proper contract and bond within 10 days from the date the lowest responsible bidders bid is accepted. If the bidder fails to file such contract and bond within the time set by the City, the check or bid bond shall be forfeited to the City as liquidated damages. The City reserves the right to reject any and all bids or to accept any bid deemed for the best interests of the City and to waive any informalities in the bidding. This work pertains to furnishing and installing helical piles shown in the Contract in accordance with the Drawings and these specifications. Each helical pile shall be installed at the location and to the elevation, minimum length, and installation torque indicative of the design allowable capacities shown on the Plans or as established. In addition, helical piles shall be load tested and post-tensioned as specified. These specifications are to be used in conjunction with the Wisconsin Department of Transportation Standard Specifications for Road and Bridge Construction.