WATER/WASTEWATER, LIFT STATION REPAIR, AND REHABILITATION SERVICES

Solicitation No.

9232543403

Type / RFx

ITB

Status

Active

Level

city

Published Date

July 1, 2026

Due Date

August 5, 2026

NAICS Code

237110AI guide

Jurisdiction

City of Delray Beach

State

Florida

Agency

City of Delray Beach

The City of Delray Beach is seeking bids from qualified contractors to perform sanitary sewer, lift station, water/wastewater piping repair and rehabilitation services. The awarded bidder/bidders shall provide all necessary resources to perform authorized sanitary sewer, lift station, water/stormwater piping repair and rehabilitation services, including Sanitary Sewer... **Solicitation Type**: ITB - Invitation to Bid (Formal) **Source ID**: PU.AG.USA.2731118.C22012351 **Piggyback Contract**: No **Question Acceptance Deadline**: 07/17/2026 05:00 PM EDT **Questions are submitted online**: Yes **Bid Submission Type**: Electronic Bid Submission **Owner Organization**: City of Delray Beach **Solicitation Number**: ITB NO.: 2026-031 **Reference Number**: 0000428693 **Pricing**: Lump sum **Bid Documents List**: | Item Name | Description | Mandatory | Limited to 1 file | |---|---|---|---| | Bid Documents | Documents defining the proposal | No | No | **Questions and Answers**: | Question | Answer | |---|---| | What is the budget/engineers estimate? | Answered in Addendum 1 | | We respectfully request approval of the OBIC Armor System, consisting of OBIC 1000 / OBIC 1306, as an alternate protective lining system for the rehabilitation of wastewater structures. OBIC Armor is a three-layer polyurea lining system consisting of OBIC 1306 closed-cell foam encapsulated between two layers of OBIC 1000 polyurea. The system provides exceptional resistance to microbiologically induced corrosion (MIC), rapid return to service with a 20–30 second tack-free cure, and a documented 50-year design life supported by Severe Wastewater Analysis Testing (SWAT) and field performance data. OBIC Armor is the SWAT-approved protective coating system for severe wastewater environments and is specifically designed for high-H₂S, corrosive, and volatile wastewater conditions. The system is backed by a 10-year material and labor warranty. We respectfully request approval of OBIC 5000 Structural Polyurethane Hybrid Coating as an alternate lining system for infrastructure rehabilitation. OBIC 5000 is a 100% solids, fast-set, spray-applied polyurethane hybrid coating designed to reinstate structural integrity, provide infiltration control, corrosion resistance, and asset life extension. It creates a seamless, monolithic waterproof membrane suitable for wastewater, stormwater, concrete, steel, masonry, pipe, and culvert applications. OBIC 5000 has passed SWAT testing in accordance with ASTM G-210-13 and is designed for use in demanding wastewater and infrastructure environments. | Answered in Addendum 1 | | We respectfully request approval of OBIC 5000 Structural Polyurethane Hybrid Coating as an alternate lining system for infrastructure rehabilitation. OBIC 5000 is a 100% solids, fast-set, spray-applied polyurethane hybrid coating designed to reinstate structural integrity, provide infiltration control, corrosion resistance, and asset life extension. It creates a seamless, monolithic waterproof membrane suitable for wastewater, stormwater, concrete, steel, masonry, pipe, and culvert applications. OBIC 5000 has passed SWAT testing in accordance with ASTM G-210-13 and is designed for use in demanding wastewater and infrastructure environments. | Answered in Addendum 1 | | We respectfully request approval of the OBIC Armor System, consisting of OBIC 1000 / OBIC 1306, as an alternate protective lining system for the rehabilitation of wastewater structures. OBIC Armor is a three-layer polyurea lining system consisting of OBIC 1306 closed-cell foam encapsulated between two layers of OBIC 1000 polyurea. The system provides exceptional resistance to microbiologically induced corrosion (MIC), rapid return to service with a 20–30 second tack-free cure, and a documented 50-year design life supported by Severe Wastewater Analysis Testing (SWAT) and field performance data. OBIC Armor is the SWAT-approved protective coating system for severe wastewater environments and is specifically designed for high-H₂S, corrosive, and volatile wastewater conditions. The system is backed by a 10-year material and labor warranty. | Answered in Addendum 1 | | Can the city please provide a specification for the CIPP scope? | Answered in Addendum 3 | | Does this contract require a bid bond? | Answered in Addendum 2 | | What is the email address to the Purchasing Department? | Answered in Addendum 2 | | Is a city registration required to bid? | Answered in Addendum 3 | | The unit of measurement for the M.O.T. is in EA, but no one can know how long a repair or a job might take. Can the City change the unit to Each Day?. It seems fairer. | Answered in Addendum 3 | | Can the City add an item for Police Officers ( MOT)? | Answered in Addendum 3 | | Could the City provide the specifications for installing CIPP in pipe and structures? | Answered in Addendum 3 | | We respectfully request an extension to the bid due date. | Answered in Addendum 4 | | Please confirm whether bidders are permitted to submit partial pricing within a group and remain eligible for award of that group, or whether all line items within a selected group must be priced for the bid to be considered responsive. | Answered in Addendum 3 | | Group 2 includes CCTV inspection and pipe cleaning items, while Group 3 includes CIPP installation and related trenchless rehabilitation services. CIPP installation typically requires pre-installation cleaning and CCTV inspection to assess and prepare the pipeline. a. Please clarify whether the Group 2 CCTV inspection and cleaning bid items are intended to be utilized and paid separately in advance of CIPP installation under Group 3, or whether contractors bidding Group 3 should include all required pre-installation cleaning, inspection, and verification activities within their CIPP unit prices. b. Please clarify whether post-installation CCTV inspection following CIPP installation is included in Group 3 pricing or will be compensated separately under Group 2 CCTV items c. Additionally, if work is awarded to different contractors under Group 2 and Group 3, please confirm how responsibility for pre-CIPP cleaning and CCTV inspection will be assigned and compensated. | Answered in Addendum 3 | | Please confirm if grouting of reinstated laterals is required as part of the rehabilitation process, or if lateral grouting is only to be performed and paid for when a lateral is found to be leaking and requires corrective action under the applicable Group 2 grouting pay items. | Answered in Addendum 3 | | Please confirm that the bid price for each Gravity Sanitary Sewer PVC and DIP installation item is to be provided on a per linear foot basis, with the specified depth range serving as the basis for pricing that particular item. If a different unit of measure or pricing methodology is intended, please provide clarification and an example of the City's intended bid format. | Answered in Addendum 3 | | Please confirm: a. Whether the prime contractor is required to self-perform any minimum percentage of the work associated with a group or individual work assignment. b. Whether a bidder may utilize subcontractors for all specialty work items within a group, provided the subcontractors are properly identified and qualified. c. Whether any specific work items or groups must be performed directly by the awarded contractor and may not be subcontracted. | Answered in Addendum 3 | | Section 1.6 states that multiple vendors may be awarded as Primary, Secondary, and Tertiary vendors. Please clarify how work orders will be assigned among awarded vendors. Will work be assigned strictly to the Primary Vendor until unavailable, or will individual assignments be competitively quoted among awarded vendors? | Answered in Addendum 3 | | Will awards be made on a complete group basis, or may the City award individual line items within a group to different vendors? Please clarify the intended award methodology for each group. | Answered in Addendum 3 | | The CIPP bid items prescribe liner thicknesses by diameter but do not identify design criteria. Please confirm whether the listed thicknesses are minimum required manufactured thicknesses or whether the contractor is responsible for structural design and verifying required liner thickness based on existing pipe conditions and groundwater conditions. | Answered in Addendum 3 | | Please confirm whether all cure methods (steam, hot water, UV) and resin systems are acceptable, or if the City intends to restrict installation methods or materials. | Answered in Addendum 3 | | Please confirm how the 15% Additional Work items will be evaluated and utilized. Is the 15% intended as a contractor markup on approved change order work not otherwise covered by bid items? | Answered in Addendum 3 | | For Groups 4, 5, and 6, please confirm whether surface restoration is compensated through the Restoration bid items in Group 1 or is included in the installation unit prices for those groups. | Answered in Addendum 3 | | Can the City provide historical annual expenditures or estimated annual quantities for each group to assist bidders in evaluating anticipated workload? | Answered in Addendum 3 | | Please provide the bid tabulation from the previous solicitation for this contract, including all bidders and submitted bid prices, if available. If the previous bid tabulation is not publicly available, please advise how it may be obtained. | Answered in Addendum 3 | | Will you please provide the planholders list | Answered in Addendum 3 | | Please confirm that no binding is required for this project. | Answered in Addendum 3 | | Will you please advise where this bid was advertised to give notice to bidders? | Answered in Addendum 3 | | Please confirm whether liquidated damages will apply to individual purchase orders/task orders issued under this continuing services contract. If so, please provide the applicable liquidated damages provisions and rates. | Answered in Addendum 3 | | The solicitation does not identify any retainage requirements. Please confirm that retainage will not be withheld from payments made under this continuing services contract or from individual task orders issued under the contract. | Answered in Addendum 3 | | 1. Please provide the following: A. Standard details B. Approved material list C. Measurement and payment section D. Special Conditions (referred to in the general conditions, 10.7) E. Please provide electrical plans 2. Are there any requirements for domestically produced products? 3. Can the times for questions and bid date be extended to allow time to get materials and subcontract pricing after questions are answered? | Answered in Addendum 3 | | 1. Mobilization, MWS-1, specify the type of equipment, if any, to be provided. 2. By-passing, BWPV-2 thru BWPV-5, regarding lift station work, will duplex by-pass pumps be required? Are residentially silenced diesel pumps acceptable? 3. Valve boxes, LS3 and LS4, should a top slab and hatch cover be included? If so, please provide hatch specs and sizing. 4. Wet-wells, LS5 thru LS7, is the intent that these items be used to extend the tops of existing wet wells or to furnish new ones? Please provide liner specs. 5. Fillets, LS8, can a line item be added for fillet removal, if necessary, for new base els or stabilizer plate clearance? 6. Fittings, LS24, is this bid item for flanged or mechanical fittings? 7. Vents, LS26, please provide vent specs. 8. Wet well top slab, LS45 thru LS47, please provide hatch specs and sizing. 9. Valve box top slabLS48, are new hatch cover required? If so, please provide specs and sizing. 10. Guide Rails, LS50 thru LS56, please provide brand(s) of acceptable pumps to get proper accessories and diameter, size and material type of rails. Are base el stabilizer plates required? 11. Pumps, LS57, pumps are provided by the City and not the County, correct? 12. Fencing, LS60 thru LS62, please provide fence specs. 13. Conduits, LS63 thru LS 65, please specify type of conduit and if conductors are required, provide number and sizes. 14. Transducer, LS66, please specify brand and cable length along with compatibility with existing control panels. 15. Generator/ATS, LS83, Please provide generator specs and sizing along with foundation requirements. Please verify generators will be provided by the City. What type of provisions need to be made to power generator battery chargers and block heaters, if any. Please provide electrical plans. | Answered in Addendum 4 | | Please, revise the quantities of the items from GS-1 to SL-6 because what is shown is part of the description. | Answered in Addendum 3 | | What is the distance required for the lateral inspection from the mainline connection towards the upstream? | Answered in Addendum 4 | | What is the minimum length for the lateral connection repair. | Answered in Addendum 3 | | What is the average depth of the mainlines? | Answered in Addendum 3 | | Will every lateral have a usable clean-out installed if one does not currently exist? | Answered in Addendum 3 | | Can the owner provide maps? | Answered in Addendum 3 | | Are there any cctv videos/reports that can be provided? | Answered in Addendum 3 | | Are there any backyard easements? | Answered in Addendum 3 | | Are all mains gravity fed or are there force mains? | Answered in Addendum 3 | | Is any nighttime work expected? | Answered in Addendum 3 | | What are the workday parameters? | Answered in Addendum 3 | | Are manhole inspections required to be MACP with 360 degree digital documentation? | Answered in Addendum 3 | | Are GPS coordinates required for manhole inspections? | Answered in Addendum 3 | | For lateral cleaning, will a clean-out be required or will one be existing or will the cleaning need to be completed from the mainline? | Answered in Addendum 3 | | Will any of the sectional liners require a service reinstatement after the install? If so, will the owner consider adding a line item for the reinstatement of the sectional liner(s)? | Answered in Addendum 3 | | From the overall project scope what is the Owners % for CIPP | Answered in Addendum 3 | **Addendums**: | Addendum | Date | Note | |---|---|---| | Addendum No. 1 | 07/08/2026 04:18 PM EDT | | | Addendum No. 2 | 07/14/2026 02:32 PM EDT | | | Addendum No. 3 | 07/20/2026 04:45 PM EDT | | | Addendum No. 4 | 07/22/2026 03:26 PM EDT | | | Addendum No. 5 | 07/29/2026 11:52 AM EDT | | | Addendum No. 6 | 07/29/2026 12:05 PM EDT | | **Communications**: - Communication No.1: The attach support the answer to question # 34, " Please, revise the quantities of the items from GS-1 to SL-6 because what is shown is part of the description". — Answer to question # 34.xlsx

1. July 1, 2026Published
2. August 5, 2026Responses Due