Active SLED Opportunity · OKLAHOMA · THE CITY OF OKLAHOMA CITY AND TRUSTS
AI Summary
The City of Oklahoma City seeks bids for arterial resurfacing on specified road sections. Bidders must be prequalified paving contractors. Mandatory pre-bid conference and notarized affidavits required. Electronic bid submission due by August 19, 2026.
To bid on this Contract, the Bidder must be prequalified by the City of Oklahoma City’s Prequalification Review Board on the Bid Date and Bid Time as: Paving Contractor “B”. In addition, ... **Project Type**: RFB - Request for Bid (Formal) **Source ID**: PU.MU.USA.2722754.C19106251 **Piggyback Contract**: No **Question Acceptance Deadline**: 08/12/2026 01:00 PM EDT **Questions are submitted online**: Yes **Bid Submission Type**: Electronic Bid Submission **Owner Organization**: PUBLIC WORKS DEPARTMENT **Reference Number**: 0000429490 **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: Prebid Conference | Date: 08/11/2026 10:30 AM EDT | Location: Main Basement Personnel Large Conference Room 420 W. Main Street, Oklahoma City, Oklahoma 73102 | Mandatory: True **Line Items**: | description | quantity | uom | |---|---|---| | Next 1-Base Bid Code Description UOM Qty 200.A UNCLASSIFIED EXCAVATION Cubic Yard 100 225.A AGGREGATE BASE Cubic Yard 100 307.B TACK COAT (CSS-1H OR CBC-1H) Gallon 4080 309.D COMPOSITE PAVING GRID (GEO-COMPOSITE FABRIC MEMBRANE) AND PG ASPHALT BINDER Square Yard 140 311.C SUPERPAVE TYPE S5 (PG 70-28 OK) Ton 7855 312.A COLD MILLING PAVEMENT Square Yard 51000 314.B.1 P. C. CONC. PAVEMENT (8 INCHES) (DOWELL JOINTED) (4000 PSI HES) Square Yard 320 315.A CONCRETE JOINT SEALING Linear Foot/Feet 2000 325.A DIAMOND GRINDING CONCRETE PAVEMENT Square Yard 40 341.A ASPHALT CRACK REPAIR-0 INCH TO 3/4 INCH Linear Foot/Feet 3500 341.B ASPHALT CRACK REPAIR-GREATER THAN 3/4 INCH TO LESS THAN 2 INCHES Linear Foot/Feet 3500 341.C ASPHALT CRACK REPAIR-2 INCHES AND WIDER Linear Foot/Feet 3500 456.H SETTING NEW MANHOLE RING AND COVER Each 4 456.I RAISING MANHOLE LID Each 4 457.A.1 INLET DESIGN 2-0 Each 10 457.A.2 INLET DESIGN 2-1 Each 1 457.A.3 INLET DESIGN 2-2 Each 2 457.A.4 INLET DESIGN 2-3 Each 1 457.A.5 INLET DESIGN 2-4 Each 1 457.F.1 STORM SEWER CAST HOOD REPLACEMENT Each 5 457.F.2 STORM SEWER CAST GRATE REPLACEMENT Each 1 457.F.3 STORM SEWER CAST FRAME REPLACEMENT Each 1 511.A WATER VALVE BOX Each 2 511.A WATER VALVE BOX Each 1 722.B TRAFFIC STRIPE (PLASTIC) (6 INCH WIDE) Linear Foot/Feet 144000 722.C TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) Linear Foot/Feet 1500 722.E TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) Linear Foot/Feet 6000 722.F TRAFFIC STRIPE (PLASTIC) (ARROWS) (SINGLE) Each 61 723.B TRAFFIC STRIPE (PLURAL-COMPONET)(6 INCH WIDE) Linear Foot/Feet 100 723.F TRAFFIC STRIPE (PLURAL-COMPONET)(ARROWS) (SINGLE) Each 5 725.A REMOVE TRAFFIC MARKING (4 INCH WIDE STRIPE) Linear Foot/Feet 400 801.A SURVEY CREW (TWO MAN) Hour 48 802.C.1 INSTALL AND REMOVE PROJECT SIGN Each 8 802.C.2 REMOVE AND RELOCATE SIGN Each 8 802.L TRAFFIC CONTROL (CHANGEABLE MESSAGE SIGNS) Day 12 809.A MOBILIZATION (SP) Lump-Sum 1 811.A STRUCTURE REMOVAL (ALL STORM SEWER INLETS) Each 14 812.A PAVEMENT REMOVAL P.C. CONCRETE Square Yard 320 812.C DRIVEWAY REMOVAL Square Yard 520 812.D CURB AND GUTTER REMOVAL (ALL TYPES) Linear Foot/Feet 1000 818.A.1 BASE REPAIR 9" (HOT MIX ASPHALT) Square Yard 7650 819.A.2 VALVE BOX ADJUST TO GRADE Each 21 819.A.3 ADJUST EXISTING STRUCTURE (2-0 INLET REPAIR) Each 4 819.A.4 ADJUST EXISTING STRUCTURE (2-1 INLET REPAIR) Each 1 819.A.5 ADJUST EXISTING STRUCTURE (2-2 INLET REPAIR) Each 1 819.A.6 ADJUST EXISTING STRUCTURE (2-3 INLET REPAIR) Each 1 819.A.7 ADJUST EXISTING STRUCTURE (2-4 INLET REPAIR) Each 1 823.B.1 6 INCH P.C. CONC. DRIVEWAY (3000 PSI HES) Square Yard 40 823.B.2 8 INCH P.C. CONC. DRIVEWAY (3000 PSI HES) Square Yard 380 823.B.3 10 INCH P.C. CONC. DRIVEWAY (3000 PSI HES) Square Yard 100 829.A CURB AND GUTTER Linear Foot/Feet 2000 838.E TEMPORARY SILT DIKES Linear Foot/Feet 200 840.A SOLID SLAB SODDING Square Yard 40 SP-1 HAUL OUT MILLED PAVEMENT Square Yard 51000 SP-2 CLEANING AND SEALING P.C. CONCRETE CRACKS Linear Foot/Feet 2000 SP-3 CONCRETE (FLOWABLE FILL) Square Yard 100 SP-4 RADAR/HYBRID DETECTION Each 2 SP-5 VIDEO INCIDENT MONITORING SYSTEM Each 1 SP-6 TRAFFIC CONTROL (4 LANE MILE SECTION) Each 2 SP-7 TRAFFIC CONTROL (SIGNALIZED INTERSECTION) Each 4 | 200.0 | Code Description UOM Qty | | Code Description UOM Qty | 200.0 | 200.A UNCLASSIFIED EXCAVATION Cubic Yard 100 225.A AGGREGATE BASE Cubic Yard 100 307.B TACK COAT (CSS-1H OR CBC-1H) Gallon 4080 309.D COMPOSITE PAVING GRID (GEO-COMPOSITE FABRIC MEMBRANE) AND PG ASPHALT BINDER Square Yard 140 311.C SUPERPAVE TYPE S5 (PG 70-28 OK) Ton 7855 312.A COLD MILLING PAVEMENT Square Yard 51000 314.B.1 P. C. CONC. PAVEMENT (8 INCHES) (DOWELL JOINTED) (4000 PSI HES) Square Yard 320 315.A CONCRETE JOINT SEALING Linear Foot/Feet 2000 325.A DIAMOND GRINDING CONCRETE PAVEMENT Square Yard 40 341.A ASPHALT CRACK REPAIR-0 INCH TO 3/4 INCH Linear Foot/Feet 3500 341.B ASPHALT CRACK REPAIR-GREATER THAN 3/4 INCH TO LESS THAN 2 INCHES Linear Foot/Feet 3500 341.C ASPHALT CRACK REPAIR-2 INCHES AND WIDER Linear Foot/Feet 3500 456.H SETTING NEW MANHOLE RING AND COVER Each 4 456.I RAISING MANHOLE LID Each 4 457.A.1 INLET DESIGN 2-0 Each 10 457.A.2 INLET DESIGN 2-1 Each 1 457.A.3 INLET DESIGN 2-2 Each 2 457.A.4 INLET DESIGN 2-3 Each 1 457.A.5 INLET DESIGN 2-4 Each 1 457.F.1 STORM SEWER CAST HOOD REPLACEMENT Each 5 457.F.2 STORM SEWER CAST GRATE REPLACEMENT Each 1 457.F.3 STORM SEWER CAST FRAME REPLACEMENT Each 1 511.A WATER VALVE BOX Each 2 511.A WATER VALVE BOX Each 1 722.B TRAFFIC STRIPE (PLASTIC) (6 INCH WIDE) Linear Foot/Feet 144000 722.C TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) Linear Foot/Feet 1500 722.E TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) Linear Foot/Feet 6000 722.F TRAFFIC STRIPE (PLASTIC) (ARROWS) (SINGLE) Each 61 723.B TRAFFIC STRIPE (PLURAL-COMPONET)(6 INCH WIDE) Linear Foot/Feet 100 723.F TRAFFIC STRIPE (PLURAL-COMPONET)(ARROWS) (SINGLE) Each 5 725.A REMOVE TRAFFIC MARKING (4 INCH WIDE STRIPE) Linear Foot/Feet 400 801.A SURVEY CREW (TWO MAN) Hour 48 802.C.1 INSTALL AND REMOVE PROJECT SIGN Each 8 802.C.2 REMOVE AND RELOCATE SIGN Each 8 802.L TRAFFIC CONTROL (CHANGEABLE MESSAGE SIGNS) Day 12 809.A MOBILIZATION (SP) Lump-Sum 1 811.A STRUCTURE REMOVAL (ALL STORM SEWER INLETS) Each 14 812.A PAVEMENT REMOVAL P.C. CONCRETE Square Yard 320 812.C DRIVEWAY REMOVAL Square Yard 520 812.D CURB AND GUTTER REMOVAL (ALL TYPES) Linear Foot/Feet 1000 818.A.1 BASE REPAIR 9" (HOT MIX ASPHALT) Square Yard 7650 819.A.2 VALVE BOX ADJUST TO GRADE Each 21 819.A.3 ADJUST EXISTING STRUCTURE (2-0 INLET REPAIR) Each 4 819.A.4 ADJUST EXISTING STRUCTURE (2-1 INLET REPAIR) Each 1 819.A.5 ADJUST EXISTING STRUCTURE (2-2 INLET REPAIR) Each 1 819.A.6 ADJUST EXISTING STRUCTURE (2-3 INLET REPAIR) Each 1 819.A.7 ADJUST EXISTING STRUCTURE (2-4 INLET REPAIR) Each 1 823.B.1 6 INCH P.C. CONC. DRIVEWAY (3000 PSI HES) Square Yard 40 823.B.2 8 INCH P.C. CONC. DRIVEWAY (3000 PSI HES) Square Yard 380 823.B.3 10 INCH P.C. CONC. DRIVEWAY (3000 PSI HES) Square Yard 100 829.A CURB AND GUTTER Linear Foot/Feet 2000 838.E TEMPORARY SILT DIKES Linear Foot/Feet 200 840.A SOLID SLAB SODDING Square Yard 40 SP-1 HAUL OUT MILLED PAVEMENT Square Yard 51000 SP-2 CLEANING AND SEALING P.C. CONCRETE CRACKS Linear Foot/Feet 2000 SP-3 CONCRETE (FLOWABLE FILL) Square Yard 100 SP-4 RADAR/HYBRID DETECTION Each 2 SP-5 VIDEO INCIDENT MONITORING SYSTEM Each 1 SP-6 TRAFFIC CONTROL (4 LANE MILE SECTION) Each 2 SP-7 TRAFFIC CONTROL (SIGNALIZED INTERSECTION) Each 4 | | 200.A | | UNCLASSIFIED EXCAVATION | | UNCLASSIFIED EXCAVATION | 100.0 | Cubic Yard | | AGGREGATE BASE | 100.0 | Cubic Yard | | TACK COAT (CSS-1H OR CBC-1H) | 4080.0 | Gallon | | COMPOSITE PAVING GRID (GEO-COMPOSITE FABRIC MEMBRANE) AND PG ASPHALT BINDER | 140.0 | Square Yard | | SUPERPAVE TYPE S5 (PG 70-28 OK) | 7855.0 | Ton | | COLD MILLING PAVEMENT | 51000.0 | Square Yard | | P. C. CONC. PAVEMENT (8 INCHES) (DOWELL JOINTED) (4000 PSI HES) | 320.0 | Square Yard | | CONCRETE JOINT SEALING | 2000.0 | Linear Foot/Feet | | DIAMOND GRINDING CONCRETE PAVEMENT | 40.0 | Square Yard | | ASPHALT CRACK REPAIR-0 INCH TO 3/4 INCH | 3500.0 | Linear Foot/Feet | | ASPHALT CRACK REPAIR-GREATER THAN 3/4 INCH TO LESS THAN 2 INCHES | 3500.0 | Linear Foot/Feet | | ASPHALT CRACK REPAIR-2 INCHES AND WIDER | 3500.0 | Linear Foot/Feet | | SETTING NEW MANHOLE RING AND COVER | 4.0 | Each | | RAISING MANHOLE LID | 4.0 | Each | | INLET DESIGN 2-0 | 10.0 | Each | | INLET DESIGN 2-1 | 1.0 | Each | | INLET DESIGN 2-2 | 2.0 | Each | | INLET DESIGN 2-3 | 1.0 | Each | | INLET DESIGN 2-4 | 1.0 | Each | | STORM SEWER CAST HOOD REPLACEMENT | 5.0 | Each | | STORM SEWER CAST GRATE REPLACEMENT | 1.0 | Each | | STORM SEWER CAST FRAME REPLACEMENT | 1.0 | Each | | WATER VALVE BOX | 2.0 | Each | | WATER VALVE BOX | 1.0 | Each | | TRAFFIC STRIPE (PLASTIC) (6 INCH WIDE) | 144000.0 | Linear Foot/Feet | | TRAFFIC STRIPE (PLASTIC) (8 INCH WIDE) | 1500.0 | Linear Foot/Feet | | TRAFFIC STRIPE (PLASTIC) (24 INCH WIDE) | 6000.0 | Linear Foot/Feet | | TRAFFIC STRIPE (PLASTIC) (ARROWS) (SINGLE) | 61.0 | Each | | TRAFFIC STRIPE (PLURAL-COMPONET)(6 INCH WIDE) | 100.0 | Linear Foot/Feet | | TRAFFIC STRIPE (PLURAL-COMPONET)(ARROWS) (SINGLE) | 5.0 | Each | | REMOVE TRAFFIC MARKING (4 INCH WIDE STRIPE) | 400.0 | Linear Foot/Feet | | SURVEY CREW (TWO MAN) | 48.0 | Hour | | INSTALL AND REMOVE PROJECT SIGN | 8.0 | Each | | REMOVE AND RELOCATE SIGN | 8.0 | Each | | TRAFFIC CONTROL (CHANGEABLE MESSAGE SIGNS) | 12.0 | Day | | MOBILIZATION (SP) | 1.0 | Lump-Sum | | STRUCTURE REMOVAL (ALL STORM SEWER INLETS) | 14.0 | Each | | PAVEMENT REMOVAL P.C. CONCRETE | 320.0 | Square Yard | | DRIVEWAY REMOVAL | 520.0 | Square Yard | | CURB AND GUTTER REMOVAL (ALL TYPES) | 1000.0 | Linear Foot/Feet | | BASE REPAIR 9" (HOT MIX ASPHALT) | 7650.0 | Square Yard | | VALVE BOX ADJUST TO GRADE | 21.0 | Each | | ADJUST EXISTING STRUCTURE (2-0 INLET REPAIR) | 4.0 | Each | | ADJUST EXISTING STRUCTURE (2-1 INLET REPAIR) | 1.0 | Each | | ADJUST EXISTING STRUCTURE (2-2 INLET REPAIR) | 1.0 | Each | | ADJUST EXISTING STRUCTURE (2-3 INLET REPAIR) | 1.0 | Each | | ADJUST EXISTING STRUCTURE (2-4 INLET REPAIR) | 1.0 | Each | | 6 INCH P.C. CONC. DRIVEWAY (3000 PSI HES) | 40.0 | Square Yard | | 8 INCH P.C. CONC. DRIVEWAY (3000 PSI HES) | 380.0 | Square Yard | | 10 INCH P.C. CONC. DRIVEWAY (3000 PSI HES) | 100.0 | Square Yard | | CURB AND GUTTER | 2000.0 | Linear Foot/Feet | | TEMPORARY SILT DIKES | 200.0 | Linear Foot/Feet | | SOLID SLAB SODDING | 40.0 | Square Yard | | HAUL OUT MILLED PAVEMENT | 51000.0 | Square Yard | | CLEANING AND SEALING P.C. CONCRETE CRACKS | 2000.0 | Linear Foot/Feet | | CONCRETE (FLOWABLE FILL) | 100.0 | Square Yard | | RADAR/HYBRID DETECTION | 2.0 | Each | | VIDEO INCIDENT MONITORING SYSTEM | 1.0 | Each | | TRAFFIC CONTROL (4 LANE MILE SECTION) | 2.0 | Each | | TRAFFIC CONTROL (SIGNALIZED INTERSECTION) | 4.0 | Each | **Questions and Answers**: | Question | Answer | |---|---| | PC-1049 SW 74th St Are both the north and south service road for SW 74th St to be resurfaced? Arrow Right Answer: No. The current project scope covers the south side of I-240 from South May Avenue to SW 74th Street, which includes a portion of the south side I-240 service road from South Hillcrest drive to SW 74th Street, and South Pennsylvania Avenue from SW 74th Street to SW 59th Street. A portion of the south side of I-240 service road is not part of the project scope. A project map clarifying the project area will be issued with the first addendum. | PC-1049 SW 74th St Are both the north and south service road for SW 74th St to be resurfaced? Arrow Right Answer: No. The current project scope covers the south side of I-240 from South May Avenue to SW 74th Street, which includes a portion of the south side I-240 service road from South Hillcrest drive to SW 74th Street, and South Pennsylvania Avenue from SW 74th Street to SW 59th Street. A portion of the south side of I-240 service road is not part of the project scope. A project map clarifying the project area will be issued with the first addendum. | | Temporary Striping What is required for temporary striping? Arrow Right Answer: See the City of Oklahoma City's Standard Specifications for the construction of public improvements. | Temporary Striping What is required for temporary striping? Arrow Right Answer: See the City of Oklahoma City's Standard Specifications for the construction of public improvements. | | Notice to Proceed What is the estimated notice to proceed? Is it a requirement to start the contract on the notice to proceed or is start time flexible? Arrow Right Answer: Please clarify your first question. Work will begin within 30 days of work order issuance. | Notice to Proceed What is the estimated notice to proceed? Is it a requirement to start the contract on the notice to proceed or is start time flexible? Arrow Right Answer: Please clarify your first question. Work will begin within 30 days of work order issuance. | | Crack Repair Will you please provide the specifications for the 3 separate crack repair items 341.A, 341.B, and 341.C? Arrow Right Answer: Asphalt crack repair is found in section 341 of the standard specifications for the construction of public improvements. The letters following 341 are added due to the bidding software requirements. | Crack Repair Will you please provide the specifications for the 3 separate crack repair items 341.A, 341.B, and 341.C? Arrow Right Answer: Asphalt crack repair is found in section 341 of the standard specifications for the construction of public improvements. The letters following 341 are added due to the bidding software requirements. | | Asphalt Milling Please clarify the milling directive on this project. The quantity seems to reflects a full width mill, but the PCI states "edge" mill. Arrow Right Answer: Bid cold mill pavement quantities as shown. Field conditions might reflect lower final milled surface area quantities. | Asphalt Milling Please clarify the milling directive on this project. The quantity seems to reflects a full width mill, but the PCI states "edge" mill. Arrow Right Answer: Bid cold mill pavement quantities as shown. Field conditions might reflect lower final milled surface area quantities. | | Manhole Adjustment The specification 456 states the manholes to be adjusted are "private". Do the quantities on items 456.H and 456.I cover both public AND private manholes? Arrow Right Answer: The quantities are for both public and private manholes if applicable. | Manhole Adjustment The specification 456 states the manholes to be adjusted are "private". Do the quantities on items 456.H and 456.I cover both public AND private manholes? Arrow Right Answer: The quantities are for both public and private manholes if applicable. | **Addendums**: | Addendum | Date | Note | |---|---|---| | Addendum No. 1 | 07/23/2026 06:02 PM EDT | |
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.
SamSearch Platform
AI-powered intelligence for the right opportunities, the right leads, and the right time.