Site work and new construction of a water / sewer project in Saint Augustine, Florida. Completed plans call for the construction of a water / sewer project; and for site work for a water / sewer project.

Scope SCOPE OF WORK A.Furnish all labor, materials, equipment, and incidentals required to access the site, construct a new 3.0 MG (nominal volume; 2.8 MG useable volume) potable water ground storage tank, install the water main and reclaimed water main, and construct the new booster pump station and electrical building as shown on the Drawings and as specified herein. 1.A geotechnical investigation and report was completed and is attached in Appendix A. B.The project will be executed through three separate contracts - Contract 1 includes the construction of the prestressed concrete ground storage tank by the TANK CONTRACTOR, Contract 2 includes electrical and I&C procurement and installation by the ELECTRICAL CONTRACTOR, and Contract 3 includes the construction of the booster pump facility and all other associated work as shown on the Drawings. The CONTRACTOR will be required and should include in their base bid all costs associated with coordinating their work with the TANK CONTRACTOR and ELECTRICAL CONTRACTOR including scheduling of work that is to be completed on the tanks after it is constructed and sequencing the ELECTRICAL CONTRACTOR's work with their own. C.The following equipment and materials have been pre-purchased by the OWNER, but it is the responsibility of the CONTRACTOR, TANK CONTRACTOR, and/or ELECTRICAL CONTRACTOR to coordinate with each manufacturer/supplier, ENGINEER and OWNER to receive, unload, install, and test. 1.Four vertical turbine can pumps 2.PVC and ductile iron pipe and fittings. (A detailed bill of materials and drawing showing what piping was pre-purchased is provided in Appendix C). The CONTRACTOR or TANK CONTRACTOR shall be responsible for providing all other piping, fittings, sleeves and valves as required on the project. 3.Generator and fuel tank including the automatic transfer switch. D.The following items will be the responsibility of the TANK CONTRACTOR but is not necessarily limited to the following: 1.Mobilization/demobilization, general requirements, bonds, and insurance 2.Site work a.Clearing and grubbing for the entire site property b.Excavation of pond from existing grade and import of structural fill for GST construction c.Sedimentation and erosion control measures d.Stabilized construction entrance to the site 3.3.0 MG nominal volume GST including all appurtenances as described in Section 13216 nstallation of all "under" piping related to the GST. Appendix C provides a summary of what piping and fittings have been pre-purchased by the OWNER and will be provided to the TANK CONTRACTOR for installation. All other piping related to the tank shall be provided by the TANK CONTRACTOR. 5.Unloading, storage, and installation of any piping and fittings pre-purchased by the OWNER for construction of the tank 6.All materials testing required during construction 7.All permits necessary to complete the work 8.Coordination efforts with CONTRACTOR and ELECTRICAL CONTRACTOR E.The following items will be the responsibility of the CONTRACTOR but is not necessarily limited to the following: 1.Mobilization/demobilization, general requirements, bonds, and insurance 2.Site work a.Clearing and grubbing of the 40-foot drainage and utility easements outside of the property limits b.Import of structural and common fill for the site (outside of the tank area), final grading, seeding, and sodding c.Sedimentation and erosion control measures d.Paving and sidewalks e.Stormwater improvements including stormwater inlets, piping, wet detention pond, piping and structures f.Landscaping, fencing, access gates, and irrigation system g.Overflow/drain vault for the GST and the concrete curb and gravel around the GST 3.Yard piping including yard valves, fittings, and connections to piping a.New reclaimed water piping from CR-208 ROW northwest of the project site, through the utility easement and the site, and ending in the Agriculture Center Drive ROW. The new reclaimed water main will be capped in CR-208 and Agriculture Center Drive for future connections. b.New finished water supply from the existing water main within CR-208 ROW northwest from the project site to an existing water main within Agriculture Center Drive ROW southeast of the project site. Piping installation required by the CONTRACTOR versus the TANK CONTRACTOR is reflected on the drawings. CONTRACTOR shall coordinate with the TANK CONTRACTOR for tank fill and pump suction connections. 4.New split face cavity wall booster pump station building including the following: a.Electrical room b.Pump room including four vertical turbine can pumps c.Process piping, valves, and appurtenances d.HVAC system including fans, louvers, and associated duct work 5.Concrete pads for generator and fuel storage tank, tank fill and discharge flow meter concrete pads, HVAC and electrical equipment pads and concrete curb wireway. 6.Unloading, storage, and installation of any piping and equipment pre-purchased by the OWNER 7.All performance and materials testing required during construction 8.All permits necessary to complete the work 9.Coordination efforts with TANK CONTRACTOR and ELECTRICAL CONTRACTOR F.The following items will be the responsibility of the ELECTRICAL CONTRACTOR to purchase, unload, store, install, and test. It is the responsibility of the CONTRACTOR to coordinate with the ELECTRICAL CONTRACTOR regarding schedule and general coordination efforts to provide a fully functioning system. 1.Mobilization/demobilization, general requirements, bonds, and insurance 2.New electrical service including coordination with FP&L 3.All instrumentation and electrical components including conduit, wires, cabling, level instruments, level floats, flow meters, and other field instruments for a fully functioning system 4.All programming for the control panel and SCADA system 5.For the new booster pump station: a.Instrumentation and control panel and PLC control system equipment b.Motor control centers and VFDs c.Low voltage power distribution equipment d.Lighting and receptacles e.Lightning protection system 6.Unloading, storage, and installation of electrical equipment pre-purchased by the OWNER 7.All performance and equipment testing required during construction 8.All permits necessary to complete the work 9.Coordination efforts with CONTRACTOR and TANK CONTRACTOR G.The CONTRACTOR is responsible for taking inventory of the pre-purchased pipe, restraints and fittings at the start of the project to confirm lengths and submit shop drawing for layout. Any discrepancies in piping quantities/fittings shall be notified to the ENGINEER and OWNER immediately to determine if additional materials are needed to construct the work. Any and all questions related to this project shall be directed, in writing, to the Designated Point of Contact. Questions are due no later than four o'clock (4:00PM EST) on Wednesday, February 22, 2023, so that any necessary addenda may be issued in a timely manner. Any questions received after the above deadline will not be answered unless previously approved by the SJC Purchasing Manager or other designated County Representative. The County's Designated Point of Contact for this IFB is Bryan Matus, Senior Procurement Coordinator, St. Johns County Purchasing Division. Any and all questions and/or inquiries shall be directed, in writing, via email to bmatus@sjcfl.us. In the event the Designated Point of Contact is absent or otherwise unavailable for more than three (3) business days, firms may contact Justin Tahilramani, Senior Procurement Coordinator, at jtahilramani@sjcfl.us or Diana Fye, Senior Procurement Coordinator, at dfye@sjcfl.us. The work for this Contract is located on property owned by St. Johns County Utility Department (SJCUD) at 3575 Agriculture Center Drive St. Augustine, Florida, within County easements, and within St. Johns County (SJC) right-of-ways (ROWs).