Site work for a water / sewer project in Miami Beach, Florida. Completed plans call for site work for a water / sewer project.

**As of February 01, 2024, project was awarded to Quality Enterprises USA. Inc., awarded amount is $18,132,386.40 .** The work includes the complete replacement of the two (2) 16 inch. water mains bridge-aerial crossings from San Marco to Rivo Alto Island and the 16-inch and the 20-inch bridge-aerial crossings from Belle Isle to Miami Beach, along the Venetian Causeway. The scope includes replacing the existing 8-inch sewer force main bridge-aerial crossings from San Marino to Rivo Alto Islands. The water main route includes about 5,027 linear feet (LF) of HDPE Pipe via horizontal directional drill (HDD) and about 563 LF of Ductile Iron Pipe via open cut. The force main includes about 2,524 LF of HDPE Pipe via horizontal directional drill and about 216 LF of Ductile Iron Pipe via open cut. The Work set forth within these Contract Documents includes the furnishing of all labor, materials, equipment, services, and incidentals necessary to complete the required work described here, including all appurtenant work, complete, tested, and ready for operation, including temporary utilities and facilities as required, all surveying work for layout construction and as-builts, all in conformance with these Contract Documents and City of Miami Beach Public Works Standards. Question Deadline 11/29/2023 at 5:00 PM ET Questions will be allowed up to 10 days before the initial deadline for submittal of Bids. Questions must be directed to dannyflores@miamibeachfl.gov, with a copy to the City Clerk rafaelgranado@miamibeachfl.gov. The City receives potable water from the mainland by means of four (4) transmission mains from the Miami-Dade Water and Sewer Department (MDWASD) system. One (1) of the transmission mains that supplies water to the City is located along the Venetian Causeway. Water enters the Venetian Islands from the MDWASD system as one (1) 30-inch ductile iron pipe (DIP) water main that splits into two (2) parallel 16- inch water mains at each bridge crossing. These parallel mains travel mostly aerially along the Venetian bridges on each bridge's north and south faces, except they are subaqueous beneath the drawbridge between Rivo Alto Island and Belle Isle. Similar to the Venetian water main system, sewage is transmitted to the City from the Venetian Islands through a series of sewer main aerial crossings that cross eight (8) of the historic bridges. Each bridge carries a DIP force main that ranges in size from 8 to 12 inches as it travels west to east, located on the north side of the bridge. Similarly to the water main, the sewage crossing the drawbridge between Rivo Alto Island and Belle Isle is subaqueous. The overall condition of both water and sewer main aerial crossings along Venetian Way is poor. Mechanically, all the aerial TR Flex bell and spigot pipes (inspected under a previous service order) have a failed coating system, or are uncoated, resulting in significant corrosion. Air release valves (ARV) show extensive corrosion from exposure to the saltwater elements. Further, water main supports in multiple locations have failed and caused pipe deflections that appear to exceed manufacturer recommendations for the TR Flex joints. From a general structural standpoint, the pipe hangers also show signs of significant corrosion. Some pipe supports are failing or are missing at most of the bridges along Venetian replacements have been prioritized in the City master plans due to the high probability and consequence of failures. The work includes the complete replacement of the two (2) 16 inch. water mains bridge-aerial crossings from San Marco to Rivo Alto Island and the 16-inch and the 20-inch bridge-aerial crossings from Belle Isle to Miami Beach, along the Venetian Causeway. The scope includes replacing the existing 8-inch sewer force main bridge-aerial crossings from San Marino to Rivo Alto Islands. The water main route includes about 5,027 linear feet (LF) of HDPE Pipe via horizontal directional drill (HDD) and about 563 LF of Ductile Iron Pipe via open cut. The force main includes about 2,524 LF of HDPE Pipe via horizontal directional drill and about 216 LF of Ductile Iron Pipe via open cut. The Work set forth within these Contract Documents includes the furnishing of all labor, materials, equipment, services, and incidentals necessary to complete the required work described here, including all appurtenant work, complete, tested, and ready for operation, including temporary utilities and facilities as required, all surveying work for layout construction and asbuilts, all in conformance with these Contract Documents and City of Miami Beach Public Works Standards.