Site work for a water / sewer project in Macon, Missouri. Completed plans call for site work for a water / sewer project.

Macon Municipal Utilities is requesting proposals to perform slip lining of approximately 40-feet of 72inch brick sewer. The repair site is located on the East side of Southeastern Drive. Successful contractor is requested to carry insurance coverage for the duration of the project in the following amounts. Lower coverages may be accepted. o $1,000,000 Liability o $2,000,000 Aggregate o $5,000 Medical o Workers Compensation The successful proposer will be required to provide a certificate of insurance listing Macon Municipal Utilities as additional insured, and sign a hold-harmless agreement. Successful proposer shall require same of all subcontractors. Each contractor must inform himself fully of the conditions relating to the composition of the project and the employment of labor thereon. Failure to do so will not relieve the successful contractor of his obligation to furnish all material and labor necessary to carry out the provisions of this project. Submission of proposal confirms contractor agrees that they understand, and agree to abide by all terms and conditions, responsibilities and specifications of the project. Contractor will be presumed to have inspected the site and to be thoroughly familiar with the project requirements. The failure or omission to do so, shall in no way relieve any contractor from any obligation in respect to his proposal. Proposers are informed that pursuant to Section 285.530, RSMo, as a condition of the award of any contract in excess of five thousand dollars ($5,000), the Contractor shall, by sworn affidavit and provision of documentation, affirm its enrollment and participation in a federal work authorization program with respect to the employees working in connection to the contracted services. Contractor shall also sign an affidavit affirming that it does not knowingly employ any person who is an unauthorized alien in connection to the contracted services. This project is not expected to be subject to prevailing wage rates under the State of Missouri. No work is to commence until the Contractor has completed the required paperwork with Macon Municipal Utilities. All work must be completed between September 1, 2024 and November 1, 2024. The contractor shall pay liquidated damages to Macon Municipal Utilities of $100 per day, or portion of day, for each consecutive calendar day thereafter. Once work has commenced, the work shall be continuous and completed within 60 days. The contractor shall not remove their personnel and/or equipment until the work has been completed and approved by MMU personnel. The Proposer s attention is directed to the fact that all applicable State Laws, Municipal Ordinances, and the rules and regulations of all authorities having jurisdiction over composition of the project shall apply to the contract throughout, and they will be deemed to be included in the contract the same as though herein written out in full. Macon Municipal Utilities shall be the final judge of the quality and suitability of the work, materials, and methods of construction for the purposes for which they are used. Should they fail to meet approval they shall be reconstructed forthwith, made good, replaced, and or corrected by the contractor at his own expense. Rejected materials shall be removed immediately from the site. Macon Municipal Utilities reserves the right to reject any or all proposals. PROJECT SPECIFICATIONS Macon Municipal Utilities is accepting proposals to slip line approximately 40 feet of 72-inch brick sewer main, current opening is approximately 22-feet long. The intent of the project is to have new 60inch storm pipe slip lined from the manhole upstream of the failure point to 10 feet downstream of the failure point on the 72-inch brick sewer main. The project consists of removing existing brick to the midpoint for the length required to insert 60-inch storm pipe, filling annular space upstream between slip lined pipe and failure point and 5-feet downstream from failure point with 100 psi flowable fill mortar. In the bottom 1/3 of the pipe, install a concrete invert ramp at the upstream face of the slip lined pipe using 3000 psi concrete. If any new pipe joints are exposed within the removed brick sewer area, install a pipe collar utilizing 3000 psi concrete 2-feet wide and 6-inches deep centered over the joint for the entire exposed area. Cover exposed pipe with 6-inch rock to a grade that matches existing soil surface grade. Contractor shall verify that the inside diameter of the 72-inch brick is larger than 67.1-inches prior to ordering and purchasing the 60-inch storm pipe for the repair. Questions can be directed to Mike Llewellyn at (660) 651-4784 or mllewellyn@maconutilities.com. The proposed slip line pipe shall be impact-modified copolymer polypropylene compound meeting the material requirements of ASTM F2881, section 5 and AASHTO M330, section 6.1. Pipe shall have a smooth interior surface and annular exterior corrugations. Joints shall be bell and spigot meeting the requirements of ASTM F2881 or AASHTO M330/ Gaskets shall meet the requirements of ASTM F477 and be watertight according to the requirements of ASTM D3212. Note: The intent is to reuse the 60-inch storm pipe and 6-inch rock on future storm and sanitary sewer improvements, contractor shall take care during construction to minimize any damage to the slip line pipe