SLED Opportunity · OKLAHOMA · THE CITY OF OKLAHOMA CITY AND TRUSTS

    Dewatering Lift Stations; Hefner Water Treatment Plant

    Issued by The City of Oklahoma City and Trusts
    cityRFBThe City of Oklahoma City and TrustsSol. 8516140008
    Closed
    STATUS
    Closed
    due Apr 15, 2026
    PUBLISHED
    Mar 25, 2026
    Posting date
    JURISDICTION
    The City
    city
    NAICS CODE
    237110
    AI-classified industry

    AI Summary

    Formal RFB for dewatering and lift station improvements at Hefner Water Treatment Plant, Oklahoma City. Mandatory pre-bid conference on April 2, 2026. Bid due April 15, 2026. Scope includes construction, demolition, testing, and erosion control.

    Opportunity details

    Solicitation No.
    8516140008
    Type / RFx
    RFB
    Status
    Active
    Level
    city
    Published Date
    March 25, 2026
    Due Date
    April 15, 2026
    NAICS Code
    237110AI guide
    Agency
    The City of Oklahoma City and Trusts

    Description

    Prequalification Requirement is Water Facilities Contractor "A" WT-0271 DWSRF 2024-P40-1020902-12 - Dewatering Lift Stations; Hefner Water Treatment Plant **Project Type**: RFB - Request for Bid (Formal) **Source ID**: PU.MU.USA.2722754.C19106251 **Piggyback Contract**: No **Question Acceptance Deadline**: 04/07/2026 11:00 AM EDT **Questions are submitted online**: Yes **Bid Submission Type**: Electronic Bid Submission **Owner Organization**: Oklahoma City Water Utilities Trust **Reference Number**: 0000416199 **Pricing**: Item Based **Bid Documents List**: | Item Name | Description | Mandatory | Limited to 1 file | |---|---|---|---| | Construction Business Relationship Affidavit | Attach Notarized Construction Business Relationship Affidavit | Yes | Yes | | Construction Anti Non-Collusion Affidavit | Attach Notarized Construction Anti-Collusion Affidavit | Yes | Yes | **Pre-Bidding Events**: Event Type: Prebid Conference | Attendance: Mandatory | Event date: 04/02/2026 02:00 PM EDT | Location: Utilities Dept., 420 West Main Street, 5th Fl. Conference Room B-521, Oklahoma City, Oklahoma 73102 | Event Note: 103.01.03 - MANDATORY PRE-BID CONFERENCE 103.01.03.01 When specified in the Notice to Bidders, attendance at the Pre-Bid Conference is a prequalification requirement. If there is a virtual meeting option, the virtual address will be provided in the Notice to Bidders. When the Notice to Bidders specifies that the Pre-Bid Conference is Mandatory, the contrator who plans to submit a bid must attend the Mandatory Pre-Bid Conference. Failure of the prospective bidder to attend a Mandatory Pre-Bid Conference will cause the bidder's submission to be rejected. Whenever required, a Mandatory Pre-Bid Conference is a pre-qualification requirement to bid on the contract. **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | Next OCWUT WT-0271 Next 1-Base Bid Code Description UOM Qty 809 MOBILIZATION Lump-Sum 1 SPEC OZONE LIFT STATION IMPROVEMENTS Lump-Sum 1 SPEC CLEARWELL #1 LIFT STATION IMPROVEMENTS Lump-Sum 1 SPEC CLEARWELL #3 AND 4 LIFT STATION IMPROVEMENTS Lump-Sum 1 SPEC DEMO EXISTING OZONE LIFT STATION Lump-Sum 1 SPEC SPARE SUBMERSIBLE PUMP Each 1 801 CONSTRUCTION STAKING Lump-Sum 1 801 GPS AS-BUILT SURVEY Lump-Sum 1 204 CLEARING AND GRUBBING Lump-Sum 1 633 6" PVC AWWA C900 SANITARY SEWER FORCEMAIN (TRENCHING) Linear Foot/Feet 10 212 TRENCH EXCAVATION AND BACKFILL (0' TO 15') Linear Foot/Feet 10 616 4' DIA. SANITARY SEWER DOGHOUSE MANHOLE (0'-6') Each 2 616 EXTRA DEPTH MANHOLE Vertical Feet 37 617 MANHOLE TESTING Each 2 513 HYDROSTATIC PRESSURE TESTING OF SANITARY SEWER FORCE MAIN Lump-Sum 1 840 SOD Square Yard 50 109 EROSION AND SEDIMENT CONTROL Lump-Sum 1 SPEC DEWATERING Lump-Sum 1 SPEC BYPASS PUMPING Lump-Sum 1 | Next 1-Base Bid Code Description UOM Qty 809 MOBILIZATION Lump-Sum 1 SPEC OZONE LIFT STATION IMPROVEMENTS Lump-Sum 1 SPEC CLEARWELL #1 LIFT STATION IMPROVEMENTS Lump-Sum 1 SPEC CLEARWELL #3 AND 4 LIFT STATION IMPROVEMENTS Lump-Sum 1 SPEC DEMO EXISTING OZONE LIFT STATION Lump-Sum 1 SPEC SPARE SUBMERSIBLE PUMP Each 1 801 CONSTRUCTION STAKING Lump-Sum 1 801 GPS AS-BUILT SURVEY Lump-Sum 1 204 CLEARING AND GRUBBING Lump-Sum 1 633 6" PVC AWWA C900 SANITARY SEWER FORCEMAIN (TRENCHING) Linear Foot/Feet 10 212 TRENCH EXCAVATION AND BACKFILL (0' TO 15') Linear Foot/Feet 10 616 4' DIA. SANITARY SEWER DOGHOUSE MANHOLE (0'-6') Each 2 616 EXTRA DEPTH MANHOLE Vertical Feet 37 617 MANHOLE TESTING Each 2 513 HYDROSTATIC PRESSURE TESTING OF SANITARY SEWER FORCE MAIN Lump-Sum 1 840 SOD Square Yard 50 109 EROSION AND SEDIMENT CONTROL Lump-Sum 1 SPEC DEWATERING Lump-Sum 1 SPEC BYPASS PUMPING Lump-Sum 1 | 809 | MOBILIZATION | Lump-Sum | 1 | SPEC | OZONE LIFT STATION IMPROVEMENTS | Lump-Sum | 1 | SPEC | CLEARWELL #1 LIFT STATION IMPROVEMENTS | Lump-Sum | 1 | SPEC | CLEARWELL #3 AND 4 LIFT STATION IMPROVEMENTS | Lump-Sum | 1 | SPEC | DEMO EXISTING OZONE LIFT STATION | Lump-Sum | 1 | SPEC | SPARE SUBMERSIBLE PUMP | Each | 1 | 801 | CONSTRUCTION STAKING | Lump-Sum | 1 | 801 | GPS AS-BUILT SURVEY | Lump-Sum | 1 | 204 | CLEARING AND GRUBBING | Lump-Sum | 1 | 633 | 6" PVC AWWA C900 SANITARY SEWER FORCEMAIN (TRENCHING) | Linear Foot/Feet | 10 | 212 | TRENCH EXCAVATION AND BACKFILL (0' TO 15') | Linear Foot/Feet | 10 | 616 | 4' DIA. SANITARY SEWER DOGHOUSE MANHOLE (0'-6') | Each | 2 | 616 | EXTRA DEPTH MANHOLE | Vertical Feet | 37 | 617 | MANHOLE TESTING | Each | 2 | 513 | HYDROSTATIC PRESSURE TESTING OF SANITARY SEWER FORCE MAIN | Lump-Sum | 1 | 840 | SOD | Square Yard | 50 | 109 | EROSION AND SEDIMENT CONTROL | Lump-Sum | 1 | SPEC | DEWATERING | Lump-Sum | 1 | SPEC | BYPASS PUMPING | Lump-Sum | 1 | | | | Next 1-Base Bid Code Description UOM Qty 809 MOBILIZATION Lump-Sum 1 SPEC OZONE LIFT STATION IMPROVEMENTS Lump-Sum 1 SPEC CLEARWELL #1 LIFT STATION IMPROVEMENTS Lump-Sum 1 SPEC CLEARWELL #3 AND 4 LIFT STATION IMPROVEMENTS Lump-Sum 1 SPEC DEMO EXISTING OZONE LIFT STATION Lump-Sum 1 SPEC SPARE SUBMERSIBLE PUMP Each 1 801 CONSTRUCTION STAKING Lump-Sum 1 801 GPS AS-BUILT SURVEY Lump-Sum 1 204 CLEARING AND GRUBBING Lump-Sum 1 633 6" PVC AWWA C900 SANITARY SEWER FORCEMAIN (TRENCHING) Linear Foot/Feet 10 212 TRENCH EXCAVATION AND BACKFILL (0' TO 15') Linear Foot/Feet 10 616 4' DIA. SANITARY SEWER DOGHOUSE MANHOLE (0'-6') Each 2 616 EXTRA DEPTH MANHOLE Vertical Feet 37 617 MANHOLE TESTING Each 2 513 HYDROSTATIC PRESSURE TESTING OF SANITARY SEWER FORCE MAIN Lump-Sum 1 840 SOD Square Yard 50 109 EROSION AND SEDIMENT CONTROL Lump-Sum 1 SPEC DEWATERING Lump-Sum 1 SPEC BYPASS PUMPING Lump-Sum 1 | 809 | MOBILIZATION | Lump-Sum | 1 | SPEC | OZONE LIFT STATION IMPROVEMENTS | Lump-Sum | 1 | SPEC | CLEARWELL #1 LIFT STATION IMPROVEMENTS | Lump-Sum | 1 | SPEC | CLEARWELL #3 AND 4 LIFT STATION IMPROVEMENTS | Lump-Sum | 1 | SPEC | DEMO EXISTING OZONE LIFT STATION | Lump-Sum | 1 | SPEC | SPARE SUBMERSIBLE PUMP | Each | 1 | 801 | CONSTRUCTION STAKING | Lump-Sum | 1 | 801 | GPS AS-BUILT SURVEY | Lump-Sum | 1 | 204 | CLEARING AND GRUBBING | Lump-Sum | 1 | 633 | 6" PVC AWWA C900 SANITARY SEWER FORCEMAIN (TRENCHING) | Linear Foot/Feet | 10 | 212 | TRENCH EXCAVATION AND BACKFILL (0' TO 15') | Linear Foot/Feet | 10 | 616 | 4' DIA. SANITARY SEWER DOGHOUSE MANHOLE (0'-6') | Each | 2 | 616 | EXTRA DEPTH MANHOLE | Vertical Feet | 37 | 617 | MANHOLE TESTING | Each | 2 | 513 | HYDROSTATIC PRESSURE TESTING OF SANITARY SEWER FORCE MAIN | Lump-Sum | 1 | 840 | SOD | Square Yard | 50 | 109 | EROSION AND SEDIMENT CONTROL | Lump-Sum | 1 | SPEC | DEWATERING | Lump-Sum | 1 | SPEC | BYPASS PUMPING | Lump-Sum | 1 | | | 809 | MOBILIZATION | Lump-Sum | 1 | | SPEC | OZONE LIFT STATION IMPROVEMENTS | Lump-Sum | 1 | | SPEC | CLEARWELL #1 LIFT STATION IMPROVEMENTS | Lump-Sum | 1 | | SPEC | CLEARWELL #3 AND 4 LIFT STATION IMPROVEMENTS | Lump-Sum | 1 | | SPEC | DEMO EXISTING OZONE LIFT STATION | Lump-Sum | 1 | | SPEC | SPARE SUBMERSIBLE PUMP | Each | 1 | | 801 | CONSTRUCTION STAKING | Lump-Sum | 1 | | 801 | GPS AS-BUILT SURVEY | Lump-Sum | 1 | | 204 | CLEARING AND GRUBBING | Lump-Sum | 1 | | 633 | 6" PVC AWWA C900 SANITARY SEWER FORCEMAIN (TRENCHING) | Linear Foot/Feet | 10 | | 212 | TRENCH EXCAVATION AND BACKFILL (0' TO 15') | Linear Foot/Feet | 10 | | 616 | 4' DIA. SANITARY SEWER DOGHOUSE MANHOLE (0'-6') | Each | 2 | | 616 | EXTRA DEPTH MANHOLE | Vertical Feet | 37 | | 617 | MANHOLE TESTING | Each | 2 | | 513 | HYDROSTATIC PRESSURE TESTING OF SANITARY SEWER FORCE MAIN | Lump-Sum | 1 | | 840 | SOD | Square Yard | 50 | | 109 | EROSION AND SEDIMENT CONTROL | Lump-Sum | 1 | | SPEC | DEWATERING | Lump-Sum | 1 | | SPEC | BYPASS PUMPING | Lump-Sum | 1 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | Next 1-Base Bid Code Description UOM Qty 809 MOBILIZATION Lump-Sum 1 SPEC OZONE LIFT STATION IMPROVEMENTS Lump-Sum 1 SPEC CLEARWELL #1 LIFT STATION IMPROVEMENTS Lump-Sum 1 SPEC CLEARWELL #3 AND 4 LIFT STATION IMPROVEMENTS Lump-Sum 1 SPEC DEMO EXISTING OZONE LIFT STATION Lump-Sum 1 SPEC SPARE SUBMERSIBLE PUMP Each 1 801 CONSTRUCTION STAKING Lump-Sum 1 801 GPS AS-BUILT SURVEY Lump-Sum 1 204 CLEARING AND GRUBBING Lump-Sum 1 633 6" PVC AWWA C900 SANITARY SEWER FORCEMAIN (TRENCHING) Linear Foot/Feet 10 212 TRENCH EXCAVATION AND BACKFILL (0' TO 15') Linear Foot/Feet 10 616 4' DIA. SANITARY SEWER DOGHOUSE MANHOLE (0'-6') Each 2 616 EXTRA DEPTH MANHOLE Vertical Feet 37 617 MANHOLE TESTING Each 2 513 HYDROSTATIC PRESSURE TESTING OF SANITARY SEWER FORCE MAIN Lump-Sum 1 840 SOD Square Yard 50 109 EROSION AND SEDIMENT CONTROL Lump-Sum 1 SPEC DEWATERING Lump-Sum 1 SPEC BYPASS PUMPING Lump-Sum 1 | 809 | MOBILIZATION | Lump-Sum | 1 | SPEC | OZONE LIFT STATION IMPROVEMENTS | Lump-Sum | 1 | SPEC | CLEARWELL #1 LIFT STATION IMPROVEMENTS | Lump-Sum | 1 | SPEC | CLEARWELL #3 AND 4 LIFT STATION IMPROVEMENTS | Lump-Sum | 1 | SPEC | DEMO EXISTING OZONE LIFT STATION | Lump-Sum | 1 | SPEC | SPARE SUBMERSIBLE PUMP | Each | 1 | 801 | CONSTRUCTION STAKING | Lump-Sum | 1 | 801 | GPS AS-BUILT SURVEY | Lump-Sum | 1 | 204 | CLEARING AND GRUBBING | Lump-Sum | 1 | 633 | 6" PVC AWWA C900 SANITARY SEWER FORCEMAIN (TRENCHING) | Linear Foot/Feet | 10 | 212 | TRENCH EXCAVATION AND BACKFILL (0' TO 15') | Linear Foot/Feet | 10 | 616 | 4' DIA. SANITARY SEWER DOGHOUSE MANHOLE (0'-6') | Each | 2 | 616 | EXTRA DEPTH MANHOLE | Vertical Feet | 37 | 617 | MANHOLE TESTING | Each | 2 | 513 | HYDROSTATIC PRESSURE TESTING OF SANITARY SEWER FORCE MAIN | Lump-Sum | 1 | 840 | SOD | Square Yard | 50 | 109 | EROSION AND SEDIMENT CONTROL | Lump-Sum | 1 | SPEC | DEWATERING | Lump-Sum | 1 | SPEC | BYPASS PUMPING | Lump-Sum | 1 | | | 809 | MOBILIZATION | Lump-Sum | 1 | | SPEC | OZONE LIFT STATION IMPROVEMENTS | Lump-Sum | 1 | | SPEC | CLEARWELL #1 LIFT STATION IMPROVEMENTS | Lump-Sum | 1 | | SPEC | CLEARWELL #3 AND 4 LIFT STATION IMPROVEMENTS | Lump-Sum | 1 | | SPEC | DEMO EXISTING OZONE LIFT STATION | Lump-Sum | 1 | | SPEC | SPARE SUBMERSIBLE PUMP | Each | 1 | | 801 | CONSTRUCTION STAKING | Lump-Sum | 1 | | 801 | GPS AS-BUILT SURVEY | Lump-Sum | 1 | | 204 | CLEARING AND GRUBBING | Lump-Sum | 1 | | 633 | 6" PVC AWWA C900 SANITARY SEWER FORCEMAIN (TRENCHING) | Linear Foot/Feet | 10 | | 212 | TRENCH EXCAVATION AND BACKFILL (0' TO 15') | Linear Foot/Feet | 10 | | 616 | 4' DIA. SANITARY SEWER DOGHOUSE MANHOLE (0'-6') | Each | 2 | | 616 | EXTRA DEPTH MANHOLE | Vertical Feet | 37 | | 617 | MANHOLE TESTING | Each | 2 | | 513 | HYDROSTATIC PRESSURE TESTING OF SANITARY SEWER FORCE MAIN | Lump-Sum | 1 | | 840 | SOD | Square Yard | 50 | | 109 | EROSION AND SEDIMENT CONTROL | Lump-Sum | 1 | | SPEC | DEWATERING | Lump-Sum | 1 | | SPEC | BYPASS PUMPING | Lump-Sum | 1 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | 809 | MOBILIZATION | Lump-Sum | 1 | | SPEC | OZONE LIFT STATION IMPROVEMENTS | Lump-Sum | 1 | | SPEC | CLEARWELL #1 LIFT STATION IMPROVEMENTS | Lump-Sum | 1 | | SPEC | CLEARWELL #3 AND 4 LIFT STATION IMPROVEMENTS | Lump-Sum | 1 | | SPEC | DEMO EXISTING OZONE LIFT STATION | Lump-Sum | 1 | | SPEC | SPARE SUBMERSIBLE PUMP | Each | 1 | | 801 | CONSTRUCTION STAKING | Lump-Sum | 1 | | 801 | GPS AS-BUILT SURVEY | Lump-Sum | 1 | | 204 | CLEARING AND GRUBBING | Lump-Sum | 1 | | 633 | 6" PVC AWWA C900 SANITARY SEWER FORCEMAIN (TRENCHING) | Linear Foot/Feet | 10 | | 212 | TRENCH EXCAVATION AND BACKFILL (0' TO 15') | Linear Foot/Feet | 10 | | 616 | 4' DIA. SANITARY SEWER DOGHOUSE MANHOLE (0'-6') | Each | 2 | | 616 | EXTRA DEPTH MANHOLE | Vertical Feet | 37 | | 617 | MANHOLE TESTING | Each | 2 | | 513 | HYDROSTATIC PRESSURE TESTING OF SANITARY SEWER FORCE MAIN | Lump-Sum | 1 | | 840 | SOD | Square Yard | 50 | | 109 | EROSION AND SEDIMENT CONTROL | Lump-Sum | 1 | | SPEC | DEWATERING | Lump-Sum | 1 | | SPEC | BYPASS PUMPING | Lump-Sum | 1 | **Questions and Answers**: - Q1 Arrow Right Question: BID INFORMATION What all specifically is needed to be submitted at bid time? Is this job Tax Exempt? Is this job Prevailing Wage/Davis Bacon? What are the Completion days for this project? What are the Liquidated Damages for this project? When is the start time and is there a delayed start option? Will there be any permits and who will they be paid by? Is this job American Iron & Steel? Is this job Buy American Build American? Will any subcontractors need to be prequalified? Arrow Right Answer: This will be answered via Addendum. 03/30/2026 08:49 AM EDT 03/31/2026 05:22 PM EDT - Q2 Arrow Right Question: Pump Selection Request Fairbanks Nijhuis – 5433MV be listed as an alternate pump. Pump curves and data sheets will be submitted via email for your consideration. Arrow Right Answer: This will be answered via addendum. 04/03/2026 10:59 AM EDT 04/08/2026 10:48 AM EDT

    Key dates

    1. March 25, 2026Published
    2. April 15, 2026Responses Due

    AI classification tags

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    SLED stands for State, Local, and Education. These are solicitations issued by state governments, counties, cities, school districts, utilities, and higher education institutions — as opposed to federal agencies.

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