Site work for a water / sewer project in Perris, California. Completed plans call for site work for a water / sewer project.

The work comprises of the installation of approximately 360' lineal feet of CIPP lining repair of the existing 8-inch Jefferson Avenue sewer pipe. The construction work includes but not limited to: Provide all necessary documentations to apply, pay and obtain applicable permit(s) from jurisdictionsfor the proposed work; provide and setup required traffic controls; conform to permit requirements and provide applicable stormwater best management practices (BMP)s; sewer cleaning and pre-lining CCTV video inspection; design, furnish and install, and operate temporary sewer bypass system during sewer lining work; design, furnish and install CIPP lining suitable for VCP Sewer pipe and DI pipe transition; restore existing lateral connection openings and install top hat sealings; post-lining CCTV video inspection and reporting; and all work and appurtenances for a complete and fully functional lining of the 8-inch Jefferson Avenue Sewer in accordance with this RFP and Specifications. As of Sept. 21, 2021, the project has not yet been awarded. A timeline for award has not yet been established. The proposed sewer lining construction work shall be completed within 120-days upon receipt of notice to proceed. Contractor shall provide night-time work hours and a minimum of two weeks of advance notice prior to begin night-time construction work. Contractor's CSLB Class A General Engineering License, or other licenses as required. Questions Due Date: Jul 21st 2021, 4:00 PM Please contact Bob Lomas at lomasr@emwd.org or 951-928-3777 extension 6228 if you have any questions. Procure a contractor/vendor to provide 360 +/- lineal feet of cured-in-place (CIPP) pipe lining services Payment of prevailing wage rate is required. The District reserves the right to reject any or all proposals, either separately or as a whole and to waive any informality in a proposal or to accept any proposal presented which it deems best suited to the interest of the District, and is not to be bound to accept the lowest price. The existing Jefferson Avenue 8-inch vitrified clay pipe (VCP) gravity sewer was built in 1981 to conveys sewerage from the retail and commercial area between Winchester Road and Overland Drive in City of Temecula (Attachment A). Located on Jefferson Ave., north of Overland Drive intersection, in front of 27600 and 27622 Jefferson Ave., this 8-inch of 360+- linear feet of VCP sewer contains an approximately 20-foot section of ductile iron (DI) pipe transition encased with concrete, and has 4 sewer service laterals. From recent sewer cleaning and inspection, the video inspection showed corrosion and debris built-up within this DI pipe transition. This 8-inch sewer DI transition is adjacent to conflicting utilities of high-pressure gasline and a shallow box culvert/storm drain. Thus, District desiresto utilize Cured-In-Place-Pipe (CIPP) lining for this project, instead of excavating to replace this DI transition pipe.