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

The City Has Previously Conducted Inflow and Infiltration Analysis and Is Currently Lining Mainline Pipes. The Quantities in the Bid Sheet Are an Estimate of the Number of Lateral Repairs, Including Lining, Service Repairs, Feet of Televising and Cleaning, Etc. For the Project. This Is a Unit Price Contract So Repairs Will Be Based on the Unit Prices. Contractor Will Endeavor to Minimize the Costs to the City, While Ensuring That the Appropriate Repairs Are Made. City Will Estimate the Savings Resulting From This Contract as a Result of the Reduction of the Flow. This Contract Has Several Options: Option 1: Where the Lateral Is Short (Under 10 Ft) and Shallow (Under 3 Ft), Replace With Schedule 80 Pvc to Cleanout (Add Cleanout if Not Present). Option 2: Where the Lateral Is Longer, and Deeper, Line the Lateral Using Cipp Lateral Lining Method and Full Circumference Lateral Connection. Additional Note: All Laterals That Are Orangeburg Must Be Replaced With Schedule 80 Pvc. This Project Is Being Funded Through a State Revolving Loan. There Are Two Options for the Laterals. Other Alterations of the Specification to Qualify Other Bidders Exclusively Will Not Be Considered. The Bid Will Be Awarded Based on Construction Cost And Contractor Qualifications. The City Is Desirous of Resolving Inflow Issues on Laterals at the Most Reasonable Cost Possible. The City Will Accept Either (Bdl) or (Lmk) Lining Systems, for Bid, but Will Award Based on Price. The Expected Budget for This Project Is $2,022,900.00. All Questions Must Be Sent via Email to Kvohwinkel@cohb.org. All Questions Will Be Answered via Addendum Posted to the City's Website: June 22, 2022 No Later Than 11:00 a.m. Summary a. It is the intent of this specification to provide for the structural re-construction of 4" thru 6" diameter service laterals and a water tight interface connection seals in 6-inch through 27-inch main line pipes, normally without excavation, by the installation of a one piece resin impregnated, flexible, non-woven felt liner installed into the existing lateral connection utilizing a pressure apparatus positioned in the main pipe. Curing shall be accomplished by use of ambient cure resin or other approved methodsto cure the resin into a hard impermeable CuredIn-Place-Pipe (CIPP). When cured, the linershall have a watertight connection seal at the main pipe and extend over the length of the service lateral in a structural pipe-within-a-pipe. Project Address: City of Hallandale Beach, 400 South Federal Highway, Hallandale Beach, FL 33009.