CES Consultants, Inc. Bid Document (23)

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RFQ # 26-07-01 | CITY OF SUNNY ISLES BEACH | CONTINUING PROFESSIONAL ARCHITECTURAL AND ENGINEERING CONSULTING SERVICES (CCNA)37 CES CONSULTANTS, INC. PROPOSED 4" PVC LOW PRESSURE FORCE MAIN TO BE INSTALLED VIA HORIZONTAL DIRECTIONAL DRILL PROPOSED 4" LOW PRESSURE FORCE MAIN TO BE INSTALLED VIA OPEN CUT CONNECT TO EXISTING LIFT STATION CONNECT TO EXISTING MANHOLE LA CRISTAL CIR LA CRISTAL CIR CRISA DR CRISTAL D ARQUES DR MIKASA DRLA CRISTAL CIRTOWLE DRCRYSTA L P OI N T E W A YHOOD RDSEACOAST UTILITY AUTHORITYCRYSTAL POINTE FORCE MAIN IMPROVEMENTS4200 HOOD RDPALM BEACH GARDENS, FL 334102056 VISTA PARKWAYSUITE #200WEST PALM BEACH, FL 33411PROPOSED 4" FORCEMAIN TO BE INSTALLEDVIA OPEN CUT PROPOSED 4" FORCE MAIN TO BEINSTALLED VIA HORIZONTALDIRECTIONAL DRILL PROPOSED 4" PVC LOW PRESSURE FORCE MAIN TO BE INSTALLED VIA HORIZONTAL DIRECTIONAL DRILL PROPOSED 4" LOW PRESSURE FORCE MAIN TO BE INSTALLED VIA OPEN CUT CONNECT TO EXISTING LIFT STATION CONNECT TO EXISTING MANHOLE LA CRISTAL CIR LA CRISTAL CIR CRISA DR CRISTAL D ARQUES DR MIKASA DRLA CRISTAL CIRTOWLE DRCRYSTA L P OI N T E W A YHOOD RDSEACOAST UTILITY AUTHORITYCRYSTAL POINTE FORCE MAIN IMPROVEMENTS4200 HOOD RDPALM BEACH GARDENS, FL 334102056 VISTA PARKWAYSUITE #200WEST PALM BEACH, FL 33411PROPOSED 4" FORCEMAIN TO BE INSTALLEDVIA OPEN CUT PROPOSED 4" FORCE MAIN TO BEINSTALLED VIA HORIZONTALDIRECTIONAL DRILL administration of approximately 2,215 LF of 6-inch force main along the west side of the Crystal Pointe neighborhood. The project replaced approximately 1,400 LF of 4-inch DIP and 750 LF of 4-inch PVC pipe that had reached the end of their useful life. The proposed force main connected to Lift Station 95 at the north end. The existing valve near Lift Station 95 was also replaced as part of this project. The southern portion of the project connected to a future stub out that was constructed as part of the Hood Road Force Main Replacement project at the south end of the project near Lift Station 88. The force main for the portion of the project running north and south was installed via HDD method. The portion of the project running east and west up until the connection to Lift Station 95 was installed via open cut method. The existing 4-inch force main was abandoned in place and grouted if the pipe condition allowed. PGA Boulevard and Ellison Wilson Road Force Main Improvements, Palm Beach Gardens, FL: The project included civil engineering, surveying, subsurface utility locating (SUE), and geotechnical engineering for the design and permitting of approximately 1,350 LF of 10-inch HDPE force main installed via HDD and open-cut along Ellison Wilson Road in Palm Beach Gardens. The alignment was refined to relocate the tie-in east of PGA Boulevard and maintain the route entirely within the roadway right-of-way, replacing the previous design that connected through the Seasons 52 parking lot. The work also included a short 8-inch HDPE segment and modifications to the existing reclaimed water main to accommodate the new force main connection. Delivered as design-bid-build, the project improved constructability, minimized conflicts, and enhanced long-term system reliability. Central Boulevard Water Main Offset, Palm Beach Gardens, FL: CES provided permitting support and design services. Project involved approximately 35 LF of 16-inch DIP water main near the intersection of PGA Boulevard and Central Boulevard. The offset was required to avoid conflicts with a proposed drainage structure as part of Palm Beach County’s roadway widening project. Work included deflecting the existing water main and raising an adjacent air release valve (ARV) manhole to meet the new grade elevation. CES supported by assisting with the permitting process and preparing cost estimates associated with the utility modifications. Lake Park 8A Neighborhood Improvements, Lake Park, FL: This phase of the Lake Park water main replacement program includes civil engineering for the design and permitting of approximately 5,708 LF of 6-inch and 1,200 LF of 12-inch DIP water mains to replace aging asbestos cement pipe and enhance fire protection within the 8A section of the neighborhood. The project features open-cut installation, new connections at Poplar Drive and Northern Drive, and relocation of water meters behind sidewalks adjacent to property lines. Additional scope included topographic survey, Level A and B utility mapping, air vacuum excavation test holes, public outreach coordination, permitting, bidding support, and limited construction-phase services to support SUA’s long-term system reliability goals.