Active SLED Opportunity · LOUISIANA · CITY OF SHREVEPORT

    SHV Parking Lot Expansion-Phase 2

    Issued by City of Shreveport
    cityIFBCity of ShreveportSol. 8819711104
    Open · 12d remaining
    DAYS TO CLOSE
    12
    due May 26, 2026
    PUBLISHED
    Apr 30, 2026
    Posting date
    JURISDICTION
    City of
    city
    NAICS CODE
    237310
    AI-classified industry

    AI Summary

    City of Shreveport seeks bids for SHV Parking Lot Expansion-Phase 2, including site prep, asphalt paving, concrete work, lighting, and stormwater management. Bid due May 26, 2026. Pre-bid conference and site visit on May 7, 2026.

    Opportunity details

    Solicitation No.
    8819711104
    Type / RFx
    IFB
    Status
    Active
    Level
    city
    Published Date
    April 30, 2026
    Due Date
    May 26, 2026
    NAICS Code
    237310AI guide
    Jurisdiction
    City of Shreveport
    Agency
    City of Shreveport

    Description

    It shall be the responder's responsiblity to make inquiry as to the addenda issued. "To be considered , you must upload COS BID FORM #1 pages 3-12, COS BID FORM #2 page 13, and Corporate Resolution page 50. WITHOUT THIS DOCUMENTATION , YOU WILL BE CONSIDERED NON-RESPONSIVE." **Project Type**: IFB - Invitation for Bid (Formal) **Source ID**: PU.MU.USA.2620114.C16885926 **Piggyback Contract**: No **Question Acceptance Deadline**: 05/19/2026 03:00 PM EDT **Questions are submitted online**: Yes **Onsite Visit**: 05/07/2026 12:00 PM EDT **Bid Submission Type**: Electronic or Physical Bid Submission **Additional Bidding Instructions**: It shall be the responder's responsiblity to make inquiry as to the addenda issued. "To be considered , you must upload COS BID FORM #1 pages 3-12, COS BID FORM #2 page 13, and Corporate Resolution page 50. WITHOUT THIS DOCUMENTATION , YOU WILL BE CONSIDERED NON-RESPONSIVE." **Reference Number**: 0000422153 **Pricing**: Lump sum **Bid Documents List**: | Item Name | Description | Mandatory | Limited to 1 file | |---|---|---|---| | Bid Documents | Documents defining the proposal | No | No | **Pre-Bidding Events**: Event Type: Prebid Conference | Attendance: Recommended | Event date: 05/07/2026 12:00 PM EDT | Location: Shreveport Regional | Event Note: Attendance recommended. "To be considered , you must upload COS BID FORM #1 pages 3-12, COS BID FORM #2 page 13, and Corporate Resolution page 50. WITHOUT THIS DOCUMENTATION , YOU WILL BE CONSIDERED NON-RESPONSIVE." Event Type: Onsite Visit | Attendance: Recommended | Event date: 05/07/2026 12:00 PM EDT | Location: Shreveport Regional Airport, 3rd Floor Conference Room, 5103 Hollywood Avenue, Shreveport, LA 71109 | Event Note: The site visit will follow the pre-bid meeting. Attendance recommended. "To be considered , you must upload COS BID FORM #1 pages 3-12, COS BID FORM #2 page 13, and Corporate Resolution page 50. WITHOUT THIS DOCUMENTATION , YOU WILL BE CONSIDERED NON-RESPONSIVE." **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | Code Description UOM Qty | | SS-110-4.2 RANDOM RIPRAP (14IN) (4”-8” LIMESTONE RIPRAP) Cubic Yard 132 SS-110-4.3a TEMPORARY SILT FENCE Linear Foot/Feet 1620 SS-110-4.3b TEMPORARY SEDIMENT HAY BALE (Compost Socks) Linear Foot/Feet 300 SS-110-4.3c CONCRETE WASHOUT Lump-Sum 1 SS-110-4.4 8" CEMENT STABILIZED SUBGRADE Square Yard 18500 SS-110-4.5 BIAXIAL GEOGRID (TENSAR BX1100) Square Yard 17500 SS-110-4.14 10" TYPE "A/C" GRADE 2 BASE Square Yard 18500 SS-110-4.6a 2" ASPHALT MIXTURE SURFACE COURSE Square Yard 17500 SS-110-4.6b 2" ASPHALT MIXTURE BASE COURSE Square Yard 17500 SS-110-4.11f CONCRETE BOLLARD Each 6 SS-110-4.11g PRE-CAST CONCRETE WHEEL STOP Each 51 SS-110-4.7a TYP (TYPICAL) JUNCTION BOX WITH SOLID COVER (4X4) Each 3 SS-110-4.7b TYP (TYPICAL) JUNCTION BOX WITH SOLID COVER (6X6) Each 1 SS-110-4.7c GRATE INLET TYPE "B" Each 3 SS-110-4.7d POND OUTLET CONTROL STRUCTURE Each 2 SS-110-4.7e LOW FLOW CONCRETE FLUME Square Yard 99 SS-110-4.8a COMBINATION CONCRETE CURB AND GUTTER (6" CURB 3' WIDTH) Linear Foot/Feet 5300 SS-110-4.8c 4" SIDEWALK CONCRETE Square Yard 30 SS-110-4.8d MID ISLAND CURB RAMP (Handicap Ramp) Each 2 SS-110-4.9a 15-INCH RCP (Class IV) Linear Foot/Feet 192 SS-110-4.9b 18-INCH RCP (Class IV) Linear Foot/Feet 182 SS-110-4.9c 24-INCH RCP (Class IV) Linear Foot/Feet 563 SS-110-4.10 PERMANENT SEEDING Acre 1 SS-110-4.11a SIGNPOST (Do Not Enter Sign) Each 7 SS-110-4.11b SIGNPOST (Stop) Each 2 SS-110-4.11c SIGNPOST (One Way) Each 2 SS-110-4.11d SIGNPOST (Keep off Median) Each 3 SS-110-4.11e SIGNPOST (ENTRANCE/EXIT/DIRECTIONAL) Each 3 SS-110-4.12a PAVEMENT PARKING PAINT Square Foot/Feet 14000 SS-110-4.12b PAVEMENT MARKINGS (LETTERING, ADA SYMBOLS AND ARROWS) Square Foot/Feet 1400 SS-110-4.13 TEMPORARY CONSTRUCTION ENTRANCE Each 1 SS-110.4.15 TEMPORARY TRAFFIC CONTROL Lump-Sum 1 SS-130-4.1 TRENCH AND EXCAVATION SAFETY SYSTEMS Lump-Sum 1 SS-140-5.1 REMOVAL OF PIPE (RCP) Linear Foot/Feet 133 SS-140-5.2 REMOVAL OF HEADWALL Each 2 SS-140-5.3 REMOVAL OF GRATE INLET Each 1 SS-140-5.4 REMOVAL OF CONCRETE PAVEMENT Square Yard 2500 SS-140-5.5 CONCRETE PANEL REPLACEMENT Square Yard 100 SS-140-5.6 CURB REMOVAL Linear Foot/Feet 350 SS-140-5.7 REMOVAL OF SIGNS Each 22 SS-300-5.1 BASIC ELECTRICAL WORK Lump-Sum 1 SS-300-5.2 ELECTRICAL RACK AND APPERTUNANCES Lump-Sum 1 SS-300-5.3 NON-ENCASED POWER UTILITY ELECTRICAL DUCT BANK, SCHEDULE 40 PVC Linear Foot/Feet 550 SS-302-3.1 POWER UTILITY ALLOWANCE UOM is ALLOWANCE Other 1 SS-302-3.2 TELECOM ALLOWANCE UOM is ALLOWANCE Other 1 SS-303-5.1 ARCHITECTURAL SINGLE LUMINAIRE ON 2’ ARM, POLE, FOUNDATION, AND ACCESSORIES INSTALLED Each 9 SS-303-5.2 NON-ENCASED 1-WAY 2-INCH CONDUIT FOR ROADWAY LIGHTING CIRCUIT Linear Foot/Feet 2400 SS-303-5.3 NO. 8 AWG, STRANDED, 600V RATED, TYPE THHN/THWN-2, COPPER, INSTALLED IN DUCT BANK OR CONDUIT Linear Feet-Inches 7600 SS-303-5.4 NO. 12 AWG, STRANDED, 600V RATED, TYPE THHN/THWN-2, COPPER, INSULATED EQUIPMENT GROUND, INSTALLED IN DUCT Linear Foot/Feet 3800 SS-3113-5.1 TREE PROTECTION Each 10 C-105-6.1 MOBILIZATION (MAXIMUM 10% OF TOTAL BID) Lump-Sum 1 P-152-4.1 UNCLASSIFIED EXCAVATION Cubic Yard 4109 P-152-4.2 UNSUITABLE EXCAVATION Cubic Yard 1000 P-152-4.3 BORROW Cubic Yard 1040 T-905-5.1 TOPSOIL (OBTAINED ON SITE) Square Yard 5000 01 ORNAMENTAL FENCING Linear Foot/Feet 1286 02 BENCH INSTALLATION Each 1 | SS-110-4.2 | RANDOM RIPRAP (14IN) (4”-8” LIMESTONE RIPRAP) | Cubic Yard | 132 | SS-110-4.3a | TEMPORARY SILT FENCE | Linear Foot/Feet | 1620 | SS-110-4.3b | TEMPORARY SEDIMENT HAY BALE (Compost Socks) | Linear Foot/Feet | 300 | SS-110-4.3c | CONCRETE WASHOUT | Lump-Sum | 1 | SS-110-4.4 | 8" CEMENT STABILIZED SUBGRADE | Square Yard | 18500 | SS-110-4.5 | BIAXIAL GEOGRID (TENSAR BX1100) | Square Yard | 17500 | SS-110-4.14 | 10" TYPE "A/C" GRADE 2 BASE | Square Yard | 18500 | SS-110-4.6a | 2" ASPHALT MIXTURE SURFACE COURSE | Square Yard | 17500 | SS-110-4.6b | 2" ASPHALT MIXTURE BASE COURSE | Square Yard | 17500 | SS-110-4.11f | CONCRETE BOLLARD | Each | 6 | SS-110-4.11g | PRE-CAST CONCRETE WHEEL STOP | Each | 51 | SS-110-4.7a | TYP (TYPICAL) JUNCTION BOX WITH SOLID COVER (4X4) | Each | 3 | SS-110-4.7b | TYP (TYPICAL) JUNCTION BOX WITH SOLID COVER (6X6) | Each | 1 | SS-110-4.7c | GRATE INLET TYPE "B" | Each | 3 | SS-110-4.7d | POND OUTLET CONTROL STRUCTURE | Each | 2 | SS-110-4.7e | LOW FLOW CONCRETE FLUME | Square Yard | 99 | SS-110-4.8a | COMBINATION CONCRETE CURB AND GUTTER (6" CURB 3' WIDTH) | Linear Foot/Feet | 5300 | SS-110-4.8c | 4" SIDEWALK CONCRETE | Square Yard | 30 | SS-110-4.8d | MID ISLAND CURB RAMP (Handicap Ramp) | Each | 2 | SS-110-4.9a | 15-INCH RCP (Class IV) | Linear Foot/Feet | 192 | SS-110-4.9b | 18-INCH RCP (Class IV) | Linear Foot/Feet | 182 | SS-110-4.9c | 24-INCH RCP (Class IV) | Linear Foot/Feet | 563 | SS-110-4.10 | PERMANENT SEEDING | Acre | 1 | SS-110-4.11a | SIGNPOST (Do Not Enter Sign) | Each | 7 | SS-110-4.11b | SIGNPOST (Stop) | Each | 2 | SS-110-4.11c | SIGNPOST (One Way) | Each | 2 | SS-110-4.11d | SIGNPOST (Keep off Median) | Each | 3 | SS-110-4.11e | SIGNPOST (ENTRANCE/EXIT/DIRECTIONAL) | Each | 3 | SS-110-4.12a | PAVEMENT PARKING PAINT | Square Foot/Feet | 14000 | SS-110-4.12b | PAVEMENT MARKINGS (LETTERING, ADA SYMBOLS AND ARROWS) | Square Foot/Feet | 1400 | SS-110-4.13 | TEMPORARY CONSTRUCTION ENTRANCE | Each | 1 | SS-110.4.15 | TEMPORARY TRAFFIC CONTROL | Lump-Sum | 1 | SS-130-4.1 | TRENCH AND EXCAVATION SAFETY SYSTEMS | Lump-Sum | 1 | SS-140-5.1 | REMOVAL OF PIPE (RCP) | Linear Foot/Feet | 133 | SS-140-5.2 | REMOVAL OF HEADWALL | Each | 2 | SS-140-5.3 | REMOVAL OF GRATE INLET | Each | 1 | SS-140-5.4 | REMOVAL OF CONCRETE PAVEMENT | Square Yard | 2500 | SS-140-5.5 | CONCRETE PANEL REPLACEMENT | Square Yard | 100 | SS-140-5.6 | CURB REMOVAL | Linear Foot/Feet | 350 | SS-140-5.7 | REMOVAL OF SIGNS | Each | 22 | SS-300-5.1 | BASIC ELECTRICAL WORK | Lump-Sum | 1 | SS-300-5.2 | ELECTRICAL RACK AND APPERTUNANCES | Lump-Sum | 1 | SS-300-5.3 | NON-ENCASED POWER UTILITY ELECTRICAL DUCT BANK, SCHEDULE 40 PVC | Linear Foot/Feet | 550 | SS-302-3.1 | POWER UTILITY ALLOWANCE UOM is ALLOWANCE | Other | 1 | SS-302-3.2 | TELECOM ALLOWANCE UOM is ALLOWANCE | Other | 1 | SS-303-5.1 | ARCHITECTURAL SINGLE LUMINAIRE ON 2’ ARM, POLE, FOUNDATION, AND ACCESSORIES INSTALLED | Each | 9 | SS-303-5.2 | NON-ENCASED 1-WAY 2-INCH CONDUIT FOR ROADWAY LIGHTING CIRCUIT | Linear Foot/Feet | 2400 | SS-303-5.3 | NO. 8 AWG, STRANDED, 600V RATED, TYPE THHN/THWN-2, COPPER, INSTALLED IN DUCT BANK OR CONDUIT | Linear Feet-Inches | 7600 | SS-303-5.4 | NO. 12 AWG, STRANDED, 600V RATED, TYPE THHN/THWN-2, COPPER, INSULATED EQUIPMENT GROUND, INSTALLED IN DUCT | Linear Foot/Feet | 3800 | SS-3113-5.1 | TREE PROTECTION | Each | 10 | C-105-6.1 | MOBILIZATION (MAXIMUM 10% OF TOTAL BID) | Lump-Sum | 1 | P-152-4.1 | UNCLASSIFIED EXCAVATION | Cubic Yard | 4109 | P-152-4.2 | UNSUITABLE EXCAVATION | Cubic Yard | 1000 | P-152-4.3 | BORROW | Cubic Yard | 1040 | T-905-5.1 | TOPSOIL (OBTAINED ON SITE) | Square Yard | 5000 | 01 | ORNAMENTAL FENCING | Linear Foot/Feet | 1286 | 02 | BENCH INSTALLATION | Each | 1 | | | SS-110-4.2 | RANDOM RIPRAP (14IN) (4”-8” LIMESTONE RIPRAP) | Cubic Yard | 132 | | SS-110-4.3a | TEMPORARY SILT FENCE | Linear Foot/Feet | 1620 | | SS-110-4.3b | TEMPORARY SEDIMENT HAY BALE (Compost Socks) | Linear Foot/Feet | 300 | | SS-110-4.3c | CONCRETE WASHOUT | Lump-Sum | 1 | | SS-110-4.4 | 8" CEMENT STABILIZED SUBGRADE | Square Yard | 18500 | | SS-110-4.5 | BIAXIAL GEOGRID (TENSAR BX1100) | Square Yard | 17500 | | SS-110-4.14 | 10" TYPE "A/C" GRADE 2 BASE | Square Yard | 18500 | | SS-110-4.6a | 2" ASPHALT MIXTURE SURFACE COURSE | Square Yard | 17500 | | SS-110-4.6b | 2" ASPHALT MIXTURE BASE COURSE | Square Yard | 17500 | | SS-110-4.11f | CONCRETE BOLLARD | Each | 6 | | SS-110-4.11g | PRE-CAST CONCRETE WHEEL STOP | Each | 51 | | SS-110-4.7a | TYP (TYPICAL) JUNCTION BOX WITH SOLID COVER (4X4) | Each | 3 | | SS-110-4.7b | TYP (TYPICAL) JUNCTION BOX WITH SOLID COVER (6X6) | Each | 1 | | SS-110-4.7c | GRATE INLET TYPE "B" | Each | 3 | | SS-110-4.7d | POND OUTLET CONTROL STRUCTURE | Each | 2 | | SS-110-4.7e | LOW FLOW CONCRETE FLUME | Square Yard | 99 | | SS-110-4.8a | COMBINATION CONCRETE CURB AND GUTTER (6" CURB 3' WIDTH) | Linear Foot/Feet | 5300 | | SS-110-4.8c | 4" SIDEWALK CONCRETE | Square Yard | 30 | | SS-110-4.8d | MID ISLAND CURB RAMP (Handicap Ramp) | Each | 2 | | SS-110-4.9a | 15-INCH RCP (Class IV) | Linear Foot/Feet | 192 | | SS-110-4.9b | 18-INCH RCP (Class IV) | Linear Foot/Feet | 182 | | SS-110-4.9c | 24-INCH RCP (Class IV) | Linear Foot/Feet | 563 | | SS-110-4.10 | PERMANENT SEEDING | Acre | 1 | | SS-110-4.11a | SIGNPOST (Do Not Enter Sign) | Each | 7 | | SS-110-4.11b | SIGNPOST (Stop) | Each | 2 | | SS-110-4.11c | SIGNPOST (One Way) | Each | 2 | | SS-110-4.11d | SIGNPOST (Keep off Median) | Each | 3 | | SS-110-4.11e | SIGNPOST (ENTRANCE/EXIT/DIRECTIONAL) | Each | 3 | | SS-110-4.12a | PAVEMENT PARKING PAINT | Square Foot/Feet | 14000 | | SS-110-4.12b | PAVEMENT MARKINGS (LETTERING, ADA SYMBOLS AND ARROWS) | Square Foot/Feet | 1400 | | SS-110-4.13 | TEMPORARY CONSTRUCTION ENTRANCE | Each | 1 | | SS-110.4.15 | TEMPORARY TRAFFIC CONTROL | Lump-Sum | 1 | | SS-130-4.1 | TRENCH AND EXCAVATION SAFETY SYSTEMS | Lump-Sum | 1 | | SS-140-5.1 | REMOVAL OF PIPE (RCP) | Linear Foot/Feet | 133 | | SS-140-5.2 | REMOVAL OF HEADWALL | Each | 2 | | SS-140-5.3 | REMOVAL OF GRATE INLET | Each | 1 | | SS-140-5.4 | REMOVAL OF CONCRETE PAVEMENT | Square Yard | 2500 | | SS-140-5.5 | CONCRETE PANEL REPLACEMENT | Square Yard | 100 | | SS-140-5.6 | CURB REMOVAL | Linear Foot/Feet | 350 | | SS-140-5.7 | REMOVAL OF SIGNS | Each | 22 | | SS-300-5.1 | BASIC ELECTRICAL WORK | Lump-Sum | 1 | | SS-300-5.2 | ELECTRICAL RACK AND APPERTUNANCES | Lump-Sum | 1 | | SS-300-5.3 | NON-ENCASED POWER UTILITY ELECTRICAL DUCT BANK, SCHEDULE 40 PVC | Linear Foot/Feet | 550 | | SS-302-3.1 | POWER UTILITY ALLOWANCE UOM is ALLOWANCE | Other | 1 | | SS-302-3.2 | TELECOM ALLOWANCE UOM is ALLOWANCE | Other | 1 | | SS-303-5.1 | ARCHITECTURAL SINGLE LUMINAIRE ON 2’ ARM, POLE, FOUNDATION, AND ACCESSORIES INSTALLED | Each | 9 | | SS-303-5.2 | NON-ENCASED 1-WAY 2-INCH CONDUIT FOR ROADWAY LIGHTING CIRCUIT | Linear Foot/Feet | 2400 | | SS-303-5.3 | NO. 8 AWG, STRANDED, 600V RATED, TYPE THHN/THWN-2, COPPER, INSTALLED IN DUCT BANK OR CONDUIT | Linear Feet-Inches | 7600 | | SS-303-5.4 | NO. 12 AWG, STRANDED, 600V RATED, TYPE THHN/THWN-2, COPPER, INSULATED EQUIPMENT GROUND, INSTALLED IN DUCT | Linear Foot/Feet | 3800 | | SS-3113-5.1 | TREE PROTECTION | Each | 10 | | C-105-6.1 | MOBILIZATION (MAXIMUM 10% OF TOTAL BID) | Lump-Sum | 1 | | P-152-4.1 | UNCLASSIFIED EXCAVATION | Cubic Yard | 4109 | | P-152-4.2 | UNSUITABLE EXCAVATION | Cubic Yard | 1000 | | P-152-4.3 | BORROW | Cubic Yard | 1040 | | T-905-5.1 | TOPSOIL (OBTAINED ON SITE) | Square Yard | 5000 | | 01 | ORNAMENTAL FENCING | Linear Foot/Feet | 1286 | | 02 | BENCH INSTALLATION | Each | 1 |

    Key dates

    1. April 30, 2026Published
    2. May 26, 2026Responses Due

    AI classification tags

    Frequently asked questions

    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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