Demolition, site work and new construction of a civil project in San Diego, California. Completed plans call for site work for a water / sewer project; for the construction of a water / sewer project; and for the demolition of a water / sewer project.

SCOPE OF WORK: The Project involves demolition of the existing Sanitary Sewer Pump Station (SSPS) at the South Bay Water Reclamation Plant (SBWRP) facility, and construction of a new SSPS in its place. Additional improvements associated with the SSPS replacement include installation of a new cast-in-place reinforced concrete wet well and valve vault; installation of two 96-inch diameter diversion structures; installation of two new PVC storm drain pipe segments to connect storm water runoff from the diversion structures to the new SSPS and eventually to the facility Headworks; and installation of new electrical instrumentation and control systems for the new SSPS. The Project also includes landscaping and irrigation system restoration, and partial removal and replacement of existing paved sidewalk and driveway within the perimeter of the facility. Online Q&A No Pre-Bid Meeting No Bid Bond 10.00% Payment Bond 100.00% Performance Bond 100.00% Bid Valid 120 Calendar Days Liquidated Damages $1,000 Per Day Project Duration 220 Working Days 1. SLBE participation 7.9% 2. ELBE participation 14.4% 3. Total mandatory participation 22.3% Provide the Owner with: 1. Combined storm water and sanitary sewer pump station 2. Valve vault 3. In-line installation of two, 96-inch diversion structures 4. In-kind replacement of 16-foot length,18-inch PVC sanitary sewer from nearest maintenance hole to pump station. 5. 100-foot length of 30-inch PVC Storm Drain from West Diversion Structure to pump station. 6. 15-foot length of 24-inch PVC Storm Drain from East Diversion Structure to pump station. 7. Clearing and grubbing 8. Demolition of existing facilities 9. Maintenance of, and/or highlining of Temporary Bypass for: a. 18-inch Sanitary Sewer to headworks: (1) Flow Rate: 200 GPM (2) Length: 30 feet (approximate) b. 24-inch Storm Drain to existing outfall or headworks: (1) Flow Rate: 335 GPM (2) Length: 60 feet (approximate) c. 30-inch Storm Drain to existing outfall or headworks: (1) Flow Rate: 920 GPM (2) Length: 130 feet (approximate) d. 8-inch Excavation Dewatering to headworks: (1) Flow Rate: 225 GPM (approximate) (2) Length: 50 feet (approximate) 10. The construction of an additional duct bank from the new pump station to the existing UV Control Building. 11. Installation of pipelines, valves, and other related appurtenances within the site. 12. Installation of electrical, instrumentation and control systems. 13. In-kind replacement/salvage of landscaping and irrigation system. 14. In-kind replacement/salvage of curb and sidewalk improvements. 15. Site Restoration to as-found condition. 16. Removal of construction debris. 17. Salvage of designated equipment.