Site work for a municipal facility in Omaha, Nebraska. Completed plans call for site work for a municipal facility.

For The Knolls Erosion Repair This project has an SEB reserve for ESB and SB Tier 1 & 2 categories for 2% of the total bid amount. For additional information see Specification Section 00 20 00, 'Instructions to Bidders", Part 2.16, "Utilization of Small and Emerging Small Business". This project requires the bidder to submit an Annual Economic Equity & Inclusion Program (EEIP) plan or an approved EEIP certificate with their bid. Failure to submit either will result in the disqualification of their bid. This contract is eligible for the apprentice utilization incentive. Bidding contractors considering the apprenticeship utilization bid incentive must sign and date the Apprenticeship Incentive Form (AIF) and submit it with their bid. Submission of the AIF after bids have been opened will not be accepted. For additional information see Specification Section 00 20 22, "Economic Equity & Inclusion Program (EEIP) plan" and Section 00 20 24, "Apprenticeship Incentive Form". As evidence of good faith and guarantee that contract will be entered into should award be made thereon, a bid bond or certified check in the amount of 5% of the bid must accompany bid. The bid bond or certified check shall be made payable to the "City of Omaha". Failure to do so will be cause for rejection. City reserves the right to accept or reject any or all bids in whole or in part, and the bidders shall have the right to appeal any decision to the City Council. The proposed stabilization involves installation ofsheet pile along the east bank ofthe Papillion Creek, adjacent to the Knolls GolfCourse where scour and erosion issues were realized. The top elevation of the sheet pile wall along the entire alignment is proposed at approximately 1,051 feet, tying in to lower grades ranging from 1,037 to 1,029 feet. Based on our analysis provided in the following sections of the report, we estimate a minimum sheet pile wall length of45 feet. Controlled structural fill will then be placed behind the sheet pile to match existing elevations of approximately 1,051 feet.