Reference Number 0000351422 Job Location Arlington Road & Shirley Drive The project will include installation of new combined sewers, storm sewers, water mains, underdrains, water and sanitary services, pavements, sidewalks, sidewalk ramps and driveway approaches on Arlington Road and Shirley Drive, between Lincoln Avenue and Maple Road. Approximate quantities are as follows: 1,076 linear feet of combined sewers, 2,984 linear feet of storm sewers; 5,747 linear feet of water mains, 23,367 square yards of new pavement, 1,654 square yards of new concrete driveway approaches, 3,067 square feet of new sidewalks, plus other work to make a complete project. Question Deadline 05/17/2024 at 5:00 PM ET Questions are submitted online No General Requirements - Bid Deposit Required - Insurance Required. Bonding Requirements - Bid Bond 5 % - Performance Bond 100 % - Maintenance Bond 100 %. In order to provide the City of Birmingham with Contractors and Subcontractors who will carry out the work in a timely and satisfactory manner, a fully completed Sworn Statement of Qualifications must be submitted to the Engineering Department of the City of Birmingham prior to the bid opening. This shall be done for the above project before the close of business (5:00 p.m.) on Thursday, May 16, 2024. Copies of the Sworn Statement form will be sent by email to prospective bidders upon request. The successful bidder shall be required to post bonds, and to comply with the contract requirements of the City Charter. Bids are firm, and no bid may be withdrawn for a period of sixty (60) days after opening of bids. The City reserves the right to reject any and all bid proposals, to waive any irregularity in any of the bid proposals submitted, and to accept any proposal which it shall deem to be the most favorable to the interest of the City. PROJECT DESCRIPTION The project consists of water main, sewer, and paving improvements for Arlington Street and Shirley Drive between W. Lincoln Road and W. Maple Road within the City of Birmingham, Michigan. Underground improvements include combined sewer upgrades and water main replacement. We assume most of the water main will be installed using open-cut installation methods and combined sewer upgrades will be installed by conventional excavation methods. It is assumed that maximum excavation depths for the underground work will be limited to approximately 12 feet below pavement grade. The existing pavements are proposed to be reconstructed with a new Hot Mix Asphalt (HMA) pavement section. SCOPE OF SERVICES The field operations, laboratory testing, and engineering report preparation were performed under direction and supervision of a licensed professional engineer. Our services were performed according to generally accepted standards and procedures in the practice of geotechnical engineering in this area. Our scope of services for this project is as follows: 1. We performed a total of eleven (11) soil borings within the proposed project extending to a depth of 15 feet each. We measured the existing pavement section material (bituminous concrete) and identified the type and condition of subgrade soils. 2. We performed laboratory testing on samples obtained from the soil borings. Laboratory testing included visual engineering classification, moisture content, organic matter content (loss-onignition), dry density, unconfined compressive strength determinations, and grain size distribution determinations. 3. We prepared this engineering report. Our report includes recommendations for pavement reconstruction and underground utility replacement construction.