Site work and paving for a civil project in Amherst, Ohio. Completed plans call for site work for a road / highway; for paving for a road / highway; and water / sewer project.

2023 Amherst Road Program Part 2 Sanitary Sewer Rehab the project consists of sanitary sewer repair, minor replacement, CIPP relining, manhole lining and maintenance of traffic. Questions by prospective bidders concerning this project should be directed to Bramhall Engineering & Surveying Co., Mr. Aaron Appell, P.E., in writing, at aappell@bramhall-engineering.com. The Owner requires that all final work for the project, including punchlist items, be completed on or before May 31, 2025. The City reserves the right to reject any and all bids and to waive any informalities or irregularities therein. Prevailing Wage Rates are applicable to this project. Bidders must comply with the prevailing wage rates on public improvements in Lorain County and the City of Amherst, Ohio as determined by the Ohio Department of Commerce, Division of Labor & Worker Safety, Wage and Hour Bureau, (614) 644-2239 This PSG covers work necessary to furnish and install the CIPP. The Contractor shall provide materials, labor, equipment, and services necessary for traffic control (if required), bypass pumping and/or diversion of flows, cleaning, measurement and television inspection of sewers to be rehabilitated, CIPP installation, reconnection of service connections, quality controls, provide samples for performance of required material tests, final television inspection, testing of the rehabilitated pipe system, warranty work and other work, as specified herein. B. The product furnished shall be a complete CIPP system including specific materials, applicable equipment and installation procedures. If prequalification is required, the CIPP system manufacturer may submit appropriate data/information to the Owner. Other CIPP systems or multi-component products will be required to meet the submittal requirements as contained herein. C. The CIPP shall be continuous and jointless from manhole to manhole or access point to access point and shall be free of defects that will affect the long-term life and operation of the pipe. D. The CIPP shall not leak at the manholes or through the wall of the installed pipe E. The CIPP shall be designed for a life of 50 years or greater and an equal service life unless specifically specified otherwise by the Owner. F. The CIPP may be designed for partially deteriorated conditions to resist external groundwater pressures only or for fully deteriorated conditions for a structural standalone pipe. G. The installed CIPP shall comply with the chemical resistance requirements of the relevant ASTM standard(s) F1216, or ASTM D5813 (Section 6.4.1), ASTM F1743 or ASTM F2019. H. All existing and confirmed active service connections and any other service laterals to be reinstated, as directed by the Owner, shall be re-opened robotically or by hand in the case of person-entry size piping, to their original shape and to 90% - 95% of their original area. All over-cut or under-cut service connections shall be properly repaired to meet the requirements of these specifications. I. All materials furnished as part of this contract shall be marked with detailed product information, stored in a manner specified by the manufacturer and tested to the requirements of this contract. J. Testing and warranty inspections shall be executed by the Owner. Defects found shall If the host pipe is in groundwater, the use of end seals, if specified, shall be included to prevent infiltration tracking between the host pipe and CIPP and leaking into the CIPP at manholes. be repaired or replaced by the Contractor