Search Results: Planholders
Listing for all primes seeking assistance with project 11-430234.
5 records found
Contractor: Griffith Company Contact: Jacob Rivers
Address: 13400 Sabre Springs Parkway, Suite 200 San Diego, CA 92128
Phone: 858-727-3501 Fax: Email: jrivers@griffithcompany.net
Services needed: LEAD COMPLIANCE PLAN, LEVEL 2 CRITICAL PATH METHOD SCHEDULE, TIME-RELATED OVERHEAD (WDAY), DISPUTE RESOLUTION BOARD ON-SITE MEETING, HOURLY OFF-SITE DISPUTE-RESOLUTION-BOARD-RELATED TASKS, DEVELOP WATER SUPPLY, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, TRAFFIC CONTROL SUPERVISOR, STATIONARY IMPACT ATTENUATOR VEHICLE, TYPE III BARRICADE, TEMPORARY PAVEMENT MARKING (PAINT), TEMPORARY TRAFFIC STRIPE (PAINT), CHANNELIZER (SURFACE MOUNTED), TRAFFIC DRUM, PORTABLE FLASHING BEACONS, PORTABLE RADAR SPEED FEEDBACK SIGN SYSTEM, TEMPORARY PAVEMENT MARKER, TEMPORARY BARRIER SYSTEM, TEMPORARY PEDESTRIAN, ACCESS ROUTE, PORTABLE CHANGEABLE MESSAGE SIGN (EA), TEMPORARY CRASH CUSHION MODULE, TEMPORARY CRASH CUSHION TL-2, TEMPORARY CRASH CUSHION TL-3, TEMPORARY RADAR SPEED FEEDBACK SIGN SYSTEM, JOB SITE MANAGEMENT, STORMWATER POLLUTION PREVENTION PLAN, STORMWATER SAMPLING AND ANALYSIS DAY, STORMWATER ANNUAL REPORT, TEMPORARY HYDRAULIC MULCH, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY SILT FENCE, TEMPORARY CONSTRUCTION ENTRANCE, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, TEMPORARY WATER MANAGEMENT SYSTEM, MANAGE SOLID WASTE GENERATED BY THE PUBLIC, TREATED WOOD WASTE, REMOVE CONCRETE (MISCELLANEOUS) (CY), TEMPORARY PROTECTION FENCE (ROPE), CLEARING AND GRUBBING (LS), ROADWAY EXCAVATION, , ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY DEPOSITED LEAD), ROADWAY EXCAVATION (TYPE R-1) (AERIALLY DEPOSITED LEAD), (F) - STRUCTURE EXCAVATION (BRIDGE), STRUCTURE EXCAVATION (TYPE Z-2, AERIALLY DEPOSITED LEAD), (F) - STRUCTURE EXCAVATION (TYPE D), (F) - STRUCTURE EXCAVATION (RETAINING WALL), (F) - STRUCTURE BACKFILL, (F) - STRUCTURE BACKFILL (BRIDGE), (F) - STRUCTURE BACKFILL (RETAINING WALL), (F) - STRUCTURE BACKFILL (SOIL NAIL WALL), (F) - PERVIOUS BACKFILL MATERIAL (RETAINING WALL), ROADSIDE CLEARING, PRUNE EXISTING PLANTS, WEED GERMINATION, PACKET FERTILIZER, SLOW-RELEASE FERTILIZER, (F) - PLANT (GROUP H) (CARPOBROTUS EDULIS), PLANT (GROUP H), PLANT (GROUP A), PLANT (GROUP B), PLANT (GROUP U), SOD, MAINTAIN EXISTING PLANTED AREAS, PLANT ESTABLISHMENT WORK, WOOD MULCH, GRAVEL MULCH (TYPE 1), GRAVEL MULCH (TYPE 2), CHECK AND TEST EXISTING IRRIGATION FACILITIES, OPERATE EXISTING IRRIGATION FACILITIES, REMOVE IRRIGATION FACILITY, CONTROL AND NEUTRAL CONDUCTORS, 1" REMOTE CONTROL VALVE, 1 1/2" REMOTE CONTROL VALVE, 2" REMOTE CONTROL VALVE (MASTER), 48 STATION IRRIGATION CONTROLLERS AND ENCLOSURE '197A' AND '197B', 48 STATION IRRIGATION CONTROLLERS AND ENCLOSURE '198A' AND '198B', 48 STATION IRRIGATION CONTROLLERS AND ENCLOSURE '199A' AND '199B', 48 STATION IRRIGATION CONTROLLERS AND ENCLOSURE '203A' AND '203B', 48 STATION IRRIGATION CONTROLLERS AND ENCLOSURE '205A' AND '205B', 48 STATION IRRIGATION CONTROLLERS AND ENCLOSURE '205C' AND '205D', 48 STATION IRRIGATION CONTROLLERS AND ENCLOSURE '208A' AND '208B', 48 STATION IRRIGATION CONTROLLERS AND ENCLOSURE '209A' AND '209B', 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE '200A', 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE '201A', 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE '202A', 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE '203C', 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE '203D', 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE '204A', 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE '206A', 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE '207A', 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE '207B', 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE '210A', MODIFY IRRGIATION CONTROLLERS AND ENCLOSURE '148B', MODIFY IRRGIATION CONTROLLERS AND ENCLOSURE '97G', MODIFY IRRIGATION CONTROLLERS AND ENCLOSURE '84A', RECYCLED WATER IDENTIFICATION AND WARNING SIGNS, (F) - 4" SUPPLY LINE (BRIDGE), CERTIFY EXISTING BACKFLOW PREVENTERS, 2" BACKFLOW PREVENTER ASSEMBLY, FLOW SENSOR, TREE WELL SPRINKLER ASSEMBLY, RISER SPRINKLER ASSEMBLY (GEAR DRIVEN), POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN), RISER SPRINKLER ASSEMBLY, POP-UP SPRINKLER ASSEMBLY, REPLACE VALVE BOX COVER , 2" GATE VALVE, 3" GATE VALVE, (F) - 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), (F) - 1 1/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), (F) - 1 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), (F) - 2 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), (F) - 3" PLASTIC PIPE (CLASS 315) (SUPPLY LINE), 2" COMBINATION AIR RELEASE VALVE, PVC PIPE CONDUIT, (F) - PVC PIPE CONDUIT (SLEEVE), 8" CORRUGATED HIGH DENSITY POLYETHYLENE PIPE CONDUIT, HYDROSEED, COMPOST (CY) , INCORPORATE MATERIALS, CLASS 2 AGGREGATE BASE (CY), LEAN CONCRETE BASE RAPID SETTING, BASE BOND BREAKER, ASPHALTIC EMULSION (FOG SEAL COAT), HOT MIX ASPHALT (TYPE A), RUBBERIZED HOT MIX ASPHALT (GAP GRADED), PLACE HOT MIX ASPHALT DIKE (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE C), PLACE HOT MIX ASPHALT DIKE (TYPE D), PLACE HOT MIX ASPHALT DIKE (TYPE E), PLACE HOT MIX ASPHALT DIKE (TYPE F), PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA), TACK COAT, REMOVE ASPHALT CONCRETE PAVEMENT (SQFT), REMOVE ASPHALT CONCRETE DIKE, COLD PLANE ASPHALT CONCRETE PAVEMENT, JOINTED PLAIN CONCRETE PAVEMENT CY, JOINTED PLAIN CONCRETE PAVEMENT (RSC), DRILL AND BOND (DOWEL BAR), INDIVIDUAL SLAB REPLACEMENT (RSC), JOINT SEAL (SILICONE), ISOLATION JOINT SEAL (SILICONE), GRIND EXISTING CONCRETE PAVEMENT, SOIL NAIL, (F) - RETAINING WALL STEM (TYPE 6), (F) - RETAINING WALL (MASONRY WALL), 36" CAST-IN-DRILLED-HOLE CONCRETE PILING, 48" CAST-IN-DRILLED-HOLE CONCRETE PILING, 72" CAST-IN-DRILLED-HOLE CONCRETE PILING, 60" CAST-IN-DRILLED-HOLE CONCRETE PILE (SIGN FOUNDATION), 72" CAST-IN-DRILLED-HOLE CONCRETE PILE (SIGN FOUNDATION), PRESTRESSING CAST-IN-PLACE CONCRETE, (F) - STRUCTURAL CONCRETE, BRIDGE FOOTING, (F) - STRUCTURAL CONCRETE, BRIDGE, (F) - STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER), (F) - STRUCTURAL CONCRETE, RETAINING WALL, STRUCTURAL CONCRETE, WALL FACING, (F) - STRUCTURAL CONCRETE, APPROACH SLAB (TYPE EQ), (F) - STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N), STRUCTURAL CONCRETE, APPROACH SLAB (TYPE R), (F) - STRUCTURAL CONCRETE, DRAINAGE INLET, (F) - MINOR CONCRETE (MINOR STRUCTURE), (F) - MINOR CONCRETE (BACKFILL), PAVING NOTCH EXTENSION, CONCRETE SURFACE TEXTURE (FRACTURED FLUTE), CONCRETE SURFACE TEXTURE (FRACTURED RIB), CONCRETE SURFACE TEXTURE (ASHLAR TILE), CONCRETE SURFACE TEXTURE (LARGE STRIATED), CONCRETE SURFACE TEXTURE (TRAPEZOIDAL RIB), DRILL AND BOND DOWEL, CLEAN EXPANSION JOINT, JOINT SEAL (MR 1/2"), JOINT SEAL (MR 1"), JOINT SEAL (MR 1 1/2"), 519100 JOINT SEAL (MR 2"), JOINT SEAL (TYPE AL), STRIP JOINT SEAL ASSEMBLY (MR 2 1/2"), STRIP JOINT SEAL ASSEMBLY (MR 3"), BAR REINFORCING STEEL (SOIL NAIL WALL), (F) - BAR REINFORCING STEEL (WALL FACING), (F) - BAR REINFORCING STEEL (BRIDGE), (F) - BAR REINFORCING STEEL (RETAINING WALL), (F) - HEADED BAR REINFORCEMENT, (F) - STRUCTURAL SHOTCRETE, (F) - FURNISH SIGN STRUCTURE (BRIDGE MOUNTED WITHOUT WALKWAY), (F) - INSTALL SIGN STRUCTURE (BRIDGE MOUNTED WITHOUT WALKWAY), FURNISH SIGN STRUCTURE (VERSATILE TRUSS), INSTALL SIGN STRUCTURE (VERSATILE TRUSS), ALUMINUM WALKWAY GRATING (VERSATILE TRUSS), REMOVE PEDESTRIAN BARRICADE, REMOVE SIGN STRUCTURE (EA), REMOVE BRIDGE MOUNTED SIGN, MODIFY SIGN STRUCTURE, PUBLIC SAFETY PLAN, INJECT CRACK (EPOXY), RAPID SETTING CONCRETE (PATCH), REPAIR SPALLED SURFACE AREA, REMOVE RETAINING WALL (PORTION) (CY), REMOVE RETAINING WALL (PORTION) (LS), REMOVE UNSOUND CONCRETE, PREPARE CONCRETE BRIDGE DECK SURFACE, (F) - TREAT BRIDGE DECK, FURNISH BRIDGE DECK TREATMENT MATERIAL, BRIDGE REMOVAL (PORTION), 18" REINFORCED CONCRETE PIPE, 24" REINFORCED CONCRETE PIPE, 36" REINFORCED CONCRETE PIPE, 48" REINFORCED CONCRETE PIPE, 18" CORRUGATED STEEL PIPE (.079" THICK), 30" CORRUGATED STEEL PIPE (.079" THICK), 48" CORRUGATED STEEL PIPE (.079" THICK), 78" CORRUGATED STEEL PIPE (.138" THICK), 4" PLASTIC PIPE (RETAINING WALL DRAIN), 8" CORRUGATED STEEL PIPE DOWNDRAIN (.064" THICK), 12" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE DOWNDRAIN (0.109" THICK), 18" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE DOWNDRAIN (0.109" THICK), 24" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE DOWNDRAIN (0.109" THICK), 36" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE DOWNDRAIN (0.109" THICK), 12" ENTRANCE TAPER, DRAINAGE INLET MARKER, 36" CORRUGATED STEEL PIPE INLET (.138" THICK), PIPE DOME (WALL DRAIN), 18" CONCRETE FLARED END SECTION, 24" CONCRETE FLARED END SECTION, 36" CONCRETE FLARED END SECTION, REMOVE CULVERT (LF), REMOVE INLET, REMOVE ASPHALT CONCRETE OVERSIDE DRAIN, ADJUST INLET, CAP INLET, CLEANING, INSPECTING, AND PREPARING CULVERT (LF), CULVERT CONTACT GROUTING, CONCRETE INVERT PAVING, 18" CURED-IN-PLACE PIPELINER, 24" CURED-IN-PLACE PIPELINER, REMOVE SLOPE PAVING (SQYD), CONCRETE (DITCH LINING), SLOPE PAVING (CONCRETE), SLOPE PAVING (CONCRETE PAVERS), SLOPE PAVING (EXPOSED AGGREGATE), SLOPE PAVING (ROCK COBBLE), ROCK SLOPE PROTECTION (150 LB, CLASS III, METHOD B) (CY), CONCRETED-ROCK SLOPE PROTECTION (1/4 T, CLASS V, METHOD A) (CY), ROCK SLOPE PROTECTION FABRIC (CLASS 8), ROCK SLOPE PROTECTION FABRIC (CLASS 10), MINOR CONCRETE (CURB) (CY), MINOR CONCRETE (GUTTER) (LF), DETECTABLE WARNING SURFACE, MINOR CONCRETE (EXPOSED AGGREGATE CONCRETE), MINOR CONCRETE (CURB, SIDEWALK AND CURB RAMP), REMOVE CONCRETE SIDEWALK (SQYD), REMOVE CONCRETE (CURB AND GUTTER), PRE/POST CONSTRUCTION SURVEYS, (F) - MISCELLANEOUS IRON AND STEEL, (F) - MISCELLANEOUS METAL (BRIDGE), PAINT CURB (2-COAT), PREPARE AND STAIN CONCRETE, STAIN GALVANIZED SURFACES (LS), CHAIN LINK FENCE (TYPE CL-3.5) (MOD), CHAIN LINK FENCE (TYPE CL-6), 3' CHAIN LINK GATE (TYPE CL-3.5), 6' CHAIN LINK GATE (TYPE CL-6), REMOVE CHAIN LINK FENCE, REMOVE DELINEATOR, LANE SEPARATION SYSTEMS (EA), DELINEATOR (CLASS 1), GUARD RAILING DELINEATOR, PAVEMENT MARKER (RETROREFLECTIVE), TREATMENT BEST MANAGEMENT PRACTICE MARKER, REMOVE ROADSIDE SIGN, REMOVE ROADSIDE SIGN (STRAP AND SADDLE BRACKET METHOD), RELOCATE ROADSIDE SIGN, FURNISH LAMINATED PANEL SIGN (1"-TYPE A), FURNISH LAMINATED PANEL SIGN (1"-TYPE B), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-FRAMED), ROADSIDE SIGN - ONE POST, ROADSIDE SIGN - TWO POST, SIGN POST SUPPORT SYSTEM, INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD), INSTALL SIGN (MAST ARM MOUNTED), INSTALL SIGN PANEL ON EXISTING FRAME, INSTALL ROADSIDE SIGN PANEL ON EXISTING POST, MIDWEST GUARDRAIL SYSTEM (STEEL POST), MIDWEST GUARDRAIL SYSTEM (8' STEEL POST), VEGETATION CONTROL (MINOR CONCRETE), DECORATIVE RAILING (BRIDGE), DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL POST), CONCRETE BARRIER (TYPE 60MD MODIFIED), CONCRETE BARRIER (TYPE 60SD MODIFIED), CONCRETE BARRIER (TYPE 60M MODIFIED), CONCRETE BARRIER (TYPE 60M MODIFIED), (F) - CABLE RAILING, TRANSITION RAILING (TYPE AGT), END ANCHOR ASSEMBLY (TYPE SFT-M), ALTERNATIVE IN-LINE TERMINAL TL-3, BURIED POST END ANCHOR (TYPE B-S), ALTERNATIVE CRASH CUSHION TL-3, CONCRETE BARRIER (TYPE 60M), CONCRETE BARRIER (TYPE 60MS), CONCRETE BARRIER (TYPE 60MA MODIFIED), CONCRETE BARRIER (TYPE 60R), (F) -CONCRETE BARRIER TRANSITION, BARRIER (TYPE 842), (F) - CONCRETE BARRIER (TYPE 842 MODIFIED), REMOVE GUARDRAIL, SALVAGE METAL BRIDGE RAILING, REMOVE CONCRETE BARRIER, THERMOPLASTIC PAVEMENT MARKING (ENHANCED WET NIGHT VISIBILITY), PREFORMED THERMOPLASTIC PAVEMENT MARKING, 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1), 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) , 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY), 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4), 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY), 12" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY), REMOVE PAVEMENT MARKING, RAFFIC STRIPE, REMOVE THERMOPLASTIC PAVEMENT MARKING, 8" TRAFFIC STRIPE TAPE WITH CONTRAST (WARRANTY) (BROKEN 12-3), 12" TRAFFIC STRIPE TAPE WITH CONTRAST (WARRANTY), CONTRAST STRIPE PAINT (2-COAT), 6" TRAFFIC STRIPE TAPE (WARRANTY) (BROKEN 8-4), 6" TRAFFIC STRIPE TAPE WITH CONTRAST (WARRANTY), 6" TRAFFIC STRIPE TAPE WITH CONTRAST (WARRANTY) (BROKEN 17-7), 6" TRAFFIC STRIPE TAPE WITH CONTRAST (WARRANTY) (BROKEN 36-12), 8" TRAFFIC STRIPE TAPE WITH CONTRAST (WARRANTY), 8" TRAFFIC STRIPE TAPE WITH CONTRAST (WARRANTY) (BROKEN 36-12), MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, ELECTRIC SERVICE FOR IRRIGATION, FIBER OPTIC CABLE SYSTEMS, TEMPORARY LIGHTING SYSTEMS, MODIFYING CAMERA SYSTEMS,BIKE TRAIL LIGHTING SYSTEMS, MODIFYING LIGHTING SYSTEMS, MODIFYING SIGN ILLUMINATION SYSTEMS, MODIFYING SIGNAL AND LIGHTING SYSTEMS, MODIFYING RAMP METERING SYSTEMS, MODIFYING CHANGEABLE MESSAGE SIGN SYSTEMS, MODIFYING MICROWAVE VEHICLE DETECTION SYSTEMS, MODIFYING CENSUS SYSTEM, MODIFYING TRAFFIC MONITORING STATION SYSTEMS, MODIFYING HIGH SPEED WEIGH-IN-MOTION SYSTEMS, SUBSURFACE LOCATORS, MOBILIZATION, TRUCKING, EQUIPMENT RENTAL.
Requirements: Requirements: Griffith Company is signatory to Operating Engineers, Laborers, Teamsters, Cement Masons, and Carpenters Unions. 100% performance and payment bonds required for the full amount of the subcontract price. Subcontractors must possess a current contractor’s license, insurance and worker’s compensation insurance coverage meeting Griffith’s requirements. A copy of the insurance requirements and agreements can be obtained by contacting the Estimator. Please call if you need assistance in obtaining bonding, insurance, equipment, materials, and/or supplies. Griffith Company intends to work cooperatively with all qualified firms seeking work on this project. Griffith Company is an Equal Opportunity Employer.
Date posted: 06/12/2025
Contractor: Flatiron Dragados Constructors, Inc. Contact: Samantha Rodriguez
Address: 12121 Scripps Summit Drive, Suite 400 San Diego, CA 92131
Phone: 760-916-9100 Fax: 858-271-1330 Email: socalbids@fdcorp.com
Services needed: Request for quotes from Certified DBE Subcontractors and Suppliers for the following, but not limited to scopes of work: Aggregate Supply, Asphalt Dike, Asphalt Paving, Bridge Demo, CIDH Pile, Cold Plane AC, Concrete Barrier, Construction Area Signs, Electrical, Fencing, Formliner Supply, Grind Existing Pavement, Guardrail, Hydroseeding, Landscape and Irrigation, Masonry, Minor Concrete, Misc. Iron and Steel Supply, Misc. Metals Supply, Overhead Signs, Painting and Coating, PCC Material Supply, Pipe Supply, Prestressing, Railing, Reinforcing Steel, Roadside Signs, Slope Paving, Stain Concrete, Street Sweeping, Striping, Traffic Control Materials, and Underground. PLEASE SUBMIT QUOTES BY EMAIL TO SOCALBIDS@FDCORP.COM OR FAX TO (858) 271-1330
Requirements: This project has a 21% DBE Goal. In addition to request for participation from DBE subcontractors and suppliers, Flatiron Dragados Constructors, Inc. requests non-DBE subcontractors to provide lower-tier DBE participation. Bidders are required to indicate lower-tier DBE participation information to be evaluated as part of their quote. Quotes must be valid for the same duration as specified by Owner for contract award. Quotes will be broken down into comparable packages as reasonably necessary to facilitate participation. Flatiron Dragados Constructors, Inc. intends to work cooperatively with all firms for scopes of work you are licensed and qualified to perform. Assistance in obtaining bonding, lines of credit, insurance, equipment, supplies, and materials is available upon request. Additionally, please contact us if you require technical assistance. Subcontractors are required to possess and maintain a current contractor’s license and must also be registered with the Department of Industrial Relations (DIR) as required by Public Contract Code Section 1725.5. Subcontractors will be required to execute Flatiron Dragados Constructors, Inc. Standard Subcontract Terms and Conditions and insurance requirements. A copy of the document in electronic format is available upon request. Bond Requirements: Notwithstanding any contrary language in a bid to Flatiron Dragados Constructors, Inc. or any prior course of dealing between Flatiron Dragados Constructors, Inc. and a bidder, and unless waived in writing by Flatiron Dragados Constructors, Inc., Flatiron Dragados Constructors, Inc. reserves the right to require each bidder to provide payment and performance bonds assuring bidder’s obligations to Flatiron Dragados Constructors, Inc. in the amount of 100 percent of the bid to Flatiron Dragados Constructors, Inc. Flatiron Dragados Constructors, Inc. will reimburse the bond premium at actual cost not to exceed 3%. The surety on the bonds must be a California admitted surety. WE ARE AN EQUAL OPPORTUNITY EMPLOYER
Date posted: 06/16/2025
Contractor: SEMA Construction, Inc. Contact: Estimating
Address: 9810 Scripps Lake Dtr. Ste. C San Diego, Ca 92131
Phone: 303-627-2600 Fax: 951-296-6448 Email: estimating.ca@semaconstruction.com
Services needed: INVITATION TO BID FROM: SEMA Construction, Inc. 1901 Camino Vida Roble, Ste. 100 Carlsbad, Ca 92008 Phone: (303) 627-2600 Bid Information: PROJECT NAME: Caltrans 11-430234 Rte. 805/15 Separation OWNER’S BID DATE: 7/31/25 @ 2pm (PT) LOCATION: Chula Vista, Ca SEMA Construction is requesting subcontractor and material supply quotes from DBE subcontractors and material suppliers to meet the 21.0% DBE goal. All DBE firms are encouraged to participate. All NON- DBE firms are encouraged to utilize DBE firms as part of their quotes. Please contact SEMA if you require assistance obtaining: bonding, lines of credit, insurance, equipment, supplies, materials or related services. EOE. Submit quotes to: estimating.ca@sema.inc ** TO ENSURE WE RECEIVE YOUR QUOTE IN TIME MAKE SURE YOU ARE SENDING IT TO OUR CALIFORNIA EMAIL** NOTE: *** Please clearly indicate on your quote if you are a DBE firm. *** *** If you are a NON- DBE firm, please list ALL 2nd TIER DBE firm names, work scope, and value of work DBE firm will be performing or supplying clearly on your quote. *** *** Please note on your quote that it will be valid for 150 days after bid date *** Project Description: Replace Conc Pvmt, construct Aux lane & bike trail, Elect, & landscape Major items for the project include: Subcontractors / Installation: LEAD COMPLIANCE PLAN, LEVEL 2 CRITICAL PATH METHOD SCHEDULE, TIME-RELATED OVERHEAD (WDAY), DISPUTE RESOLUTION BOARD ON-SITE MEETING, HOURLY OFF-SITE DISPUTE-RESOLUTION-BOARD-RELATED TASKS, DEVELOP WATER SUPPLY, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, TRAFFIC CONTROL SUPERVISOR, STATIONARY IMPACT ATTENUATOR VEHICLE, TYPE III BARRICADE, TEMPORARY PAVEMENT MARKING (PAINT), TEMPORARY TRAFFIC STRIPE (PAINT), CHANNELIZER (SURFACE MOUNTED), TRAFFIC DRUM, PORTABLE FLASHING BEACONS (EA), PORTABLE RADAR SPEED FEEDBACK SIGN SYSTEM, TEMPORARY PAVEMENT MARKER, TEMPORARY BARRIER SYSTEM, TEMPORARY PEDESTRIAN ACCESS ROUTE, PORTABLE CHANGEABLE MESSAGE SIGN (EA), TEMPORARY CRASH CUSHION MODULE, TEMPORARY CRASH CUSHION TL-2, TEMPORARY CRASH CUSHION TL-3, TEMPORARY RADAR SPEED FEEDBACK SIGN SYSTEM, JOB SITE MANAGEMENT, STORMWATER POLLUTION PREVENTION PLAN, STORMWATER SAMPLING AND ANALYSIS DAY, STORMWATER ANNUAL REPORT, TEMPORARY HYDRAULIC MULCH, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY SILT FENCE, TEMPORARY CONSTRUCTION ENTRANCE, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, TEMPORARY WATER MANAGEMENT SYSTEM, MANAGE SOLID WASTE GENERATED BY THE PUBLIC, TREATED WOOD WASTE, REMOVE CONCRETE (MISCELLANEOUS) (CY), TEMPORARY PROTECTION FENCE (ROPE), CLEARING AND GRUBBING (LS), ROADWAY EXCAVATION, ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY DEPOSITED LEAD), ROADWAY EXCAVATION (TYPE R-1) (AERIALLY DEPOSITED LEAD), (F) - STRUCTURE EXCAVATION (BRIDGE), STRUCTURE EXCAVATION (TYPE Z-2, AERIALLY DEPOSITED LEAD), (F) - STRUCTURE EXCAVATION (TYPE D), (F) - STRUCTURE EXCAVATION (RETAINING WALL), (F) - STRUCTURE BACKFILL, (F) - STRUCTURE BACKFILL (BRIDGE), (F) - STRUCTURE BACKFILL (RETAINING WALL), (F) - STRUCTURE BACKFILL (SOIL NAIL WALL), (F) - PERVIOUS BACKFILL MATERIAL (RETAINING WALL), ROADSIDE CLEARING, PRUNE EXISTING PLANTS, WEED GERMINATION, PACKET FERTILIZER, SLOW-RELEASE FERTILIZER, (F) - PLANT (GROUP H) (CARPOBROTUS EDULIS), PLANT (GROUP H), PLANT (GROUP A), PLANT (GROUP B), PLANT (GROUP U), SOD, MAINTAIN EXISTING PLANTED AREAS, PLANT ESTABLISHMENT WORK, WOOD MULCH, GRAVEL MULCH (TYPE 1), GRAVEL MULCH (TYPE 2), CHECK AND TEST EXISTING IRRIGATION FACILITIES, OPERATE EXISTING IRRIGATION FACILITIES, REMOVE IRRIGATION FACILITY, CONTROL AND NEUTRAL CONDUCTORS, 1" REMOTE CONTROL VALVE, 1 1/2" REMOTE CONTROL VALVE, 2" REMOTE CONTROL VALVE (MASTER), 48 STATION IRRIGATION CONTROLLERS AND ENCLOSURE ’197A’ AND ’197B’, 48 STATION IRRIGATION CONTROLLERS AND ENCLOSURE ’198A’ AND ’198B’, 48 STATION IRRIGATION CONTROLLERS AND ENCLOSURE ’199A’ AND ’199B’, 48 STATION IRRIGATION CONTROLLERS AND ENCLOSURE ’203A’ AND ’203B’, 48 STATION IRRIGATION CONTROLLERS AND ENCLOSURE ’205A’ AND ’205B’, 48 STATION IRRIGATION CONTROLLERS AND ENCLOSURE ’205C’ AND ’205D’, 48 STATION IRRIGATION CONTROLLERS AND ENCLOSURE ’208A’ AND ’208B’, 48 STATION IRRIGATION CONTROLLERS AND ENCLOSURE ’209A’ AND ’209B’, 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE ’200A’, 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE ’201A’, 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE ’202A’","48 STATION IRRIGATION CONTROLLER AND ENCLOSURE ’203C’, 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE ’203D’, 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE ’204A’, 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE ’206A’, 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE ’207A’, 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE ’207B’, 48 STATION IRRIGATION CONTROLLER AND ENCLOSURE ’210A’, MODIFY IRRGIATION CONTROLLERS AND ENCLOSURE ’148B’, MODIFY IRRGIATION CONTROLLERS AND ENCLOSURE ’97G’, MODIFY IRRIGATION CONTROLLERS AND ENCLOSURE ’84A’, RECYCLED WATER IDENTIFICATION AND WARNING SIGNS, (F) - 4" SUPPLY LINE (BRIDGE), CERTIFY EXISTING BACKFLOW PREVENTERS, 2" BACKFLOW PREVENTER ASSEMBLY, FLOW SENSOR, TREE WELL SPRINKLER ASSEMBLY, RISER SPRINKLER ASSEMBLY (GEAR DRIVEN), POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN), RISER SPRINKLER ASSEMBLY, POP-UP SPRINKLER ASSEMBLY, REPLACE VALVE BOX COVER, 2" GATE VALVE, 3" GATE VALVE, (F) - 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), (F) - 1 1/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), (F) - 1 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), (F) - 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), (F) - 2 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), (F) - 3" PLASTIC PIPE (CLASS 315) (SUPPLY LINE), 2" COMBINATION AIR RELEASE VALVE, PVC PIPE CONDUIT, (F) - PVC PIPE CONDUIT (SLEEVE), 8" CORRUGATED HIGH DENSITY POLYETHYLENE PIPE CONDUIT, HYDROSEED, COMPOST (CY), INCORPORATE MATERIALS, CLASS 2 AGGREGATE BASE (CY), LEAN CONCRETE BASE RAPID SETTING, BASE BOND BREAKER, ASPHALTIC EMULSION (FOG SEAL COAT), HOT MIX ASPHALT (TYPE A), RUBBERIZED HOT MIX ASPHALT (GAP GRADED), PLACE HOT MIX ASPHALT DIKE (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE C), PLACE HOT MIX ASPHALT DIKE (TYPE D), PLACE HOT MIX ASPHALT DIKE (TYPE E), PLACE HOT MIX ASPHALT DIKE (TYPE F), PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA), TACK COAT, REMOVE ASPHALT CONCRETE PAVEMENT (SQFT), REMOVE ASPHALT CONCRETE DIKE, COLD PLANE ASPHALT CONCRETE PAVEMENT, JOINTED PLAIN CONCRETE PAVEMENT, JOINTED PLAIN CONCRETE PAVEMENT (RSC), DRILL AND BOND (DOWEL BAR), INDIVIDUAL SLAB REPLACEMENT (RSC), JOINT SEAL (SILICONE), ISOLATION JOINT SEAL (SILICONE), GRIND EXISTING CONCRETE PAVEMENT, SOIL NAIL, (F) - RETAINING WALL STEM (TYPE 6), (F) - RETAINING WALL (MASONRY WALL), 36" CAST-IN-DRILLED-HOLE CONCRETE PILING, 48" CAST-IN-DRILLED-HOLE CONCRETE PILING, 72" CAST-IN-DRILLED-HOLE CONCRETE PILING, 60" CAST-IN-DRILLED-HOLE CONCRETE PILE (SIGN FOUNDATION), 72" CAST-IN-DRILLED-HOLE CONCRETE PILE (SIGN FOUNDATION), PRESTRESSING CAST-IN-PLACE CONCRETE, (F) - STRUCTURAL CONCRETE, BRIDGE FOOTING, (F) - STRUCTURAL CONCRETE, BRIDGE, (F) - STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER), (F) - STRUCTURAL CONCRETE, RETAINING WALL, STRUCTURAL CONCRETE, WALL FACING, (F) - STRUCTURAL CONCRETE, APPROACH SLAB (TYPE EQ), (F) - STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N), STRUCTURAL CONCRETE, APPROACH SLAB (TYPE R), (F) - STRUCTURAL CONCRETE, DRAINAGE INLET, (F) - MINOR CONCRETE (MINOR STRUCTURE), (F) - MINOR CONCRETE (BACKFILL), PAVING NOTCH EXTENSION, CONCRETE SURFACE TEXTURE (FRACTURED FLUTE), CONCRETE SURFACE TEXTURE (FRACTURED RIB), CONCRETE SURFACE TEXTURE (ASHLAR TILE), CONCRETE SURFACE TEXTURE (LARGE STRIATED), CONCRETE SURFACE TEXTURE (TRAPEZOIDAL RIB), DRILL AND BOND DOWEL, CLEAN EXPANSION JOINT, JOINT SEAL (MR 1/2"), JOINT SEAL (MR 1"), JOINT SEAL (MR 1 1/2"), JOINT SEAL (MR 2"), JOINT SEAL (TYPE AL), STRIP JOINT SEAL ASSEMBLY (MR 2 1/2"), STRIP JOINT SEAL ASSEMBLY (MR 3"), BAR REINFORCING STEEL (SOIL NAIL WALL), (F) - BAR REINFORCING STEEL (WALL FACING), (F) - BAR REINFORCING STEEL (BRIDGE), (F) - BAR REINFORCING STEEL (RETAINING WALL), (F) - HEADED BAR REINFORCEMENT, (F) - STRUCTURAL SHOTCRETE, (F) - FURNISH SIGN STRUCTURE (BRIDGE MOUNTED WITHOUT WALKWAY), (F) - INSTALL SIGN STRUCTURE (BRIDGE MOUNTED WITHOUT WALKWAY), FURNISH SIGN STRUCTURE (VERSATILE TRUSS), INSTALL SIGN STRUCTURE (VERSATILE TRUSS), ALUMINUM WALKWAY GRATING (VERSATILE TRUSS), REMOVE PEDESTRIAN BARRICADE, REMOVE SIGN STRUCTURE (EA), REMOVE BRIDGE MOUNTED SIGN, MODIFY SIGN STRUCTURE, PUBLIC SAFETY PLAN, INJECT CRACK (EPOXY), RAPID SETTING CONCRETE (PATCH), REPAIR SPALLED SURFACE AREA, REMOVE RETAINING WALL (PORTION) (CY), REMOVE RETAINING WALL (PORTION) (LS), REMOVE UNSOUND CONCRETE, PREPARE CONCRETE BRIDGE DECK SURFACE, (F) - TREAT BRIDGE DECK, FURNISH BRIDGE DECK TREATMENT MATERIAL, BRIDGE REMOVAL (PORTION), 18" REINFORCED CONCRETE PIPE, 24" REINFORCED CONCRETE PIPE, 36" REINFORCED CONCRETE PIPE, 48" REINFORCED CONCRETE PIPE, 18" CORRUGATED STEEL PIPE (.079" THICK), 30" CORRUGATED STEEL PIPE (.079" THICK), 48" CORRUGATED STEEL PIPE (.079" THICK), 78" CORRUGATED STEEL PIPE (.138" THICK), 4" PLASTIC PIPE (RETAINING WALL DRAIN), 8" CORRUGATED STEEL PIPE DOWNDRAIN (.064" THICK), 12" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE DOWNDRAIN (0.109” THICK), {"18" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE DOWNDRAIN (0.109" THICK), 24" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE DOWNDRAIN (0.109" THICK), 36" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE DOWNDRAIN (0.109" THICK), 12" ENTRANCE TAPER, DRAINAGE INLET MARKER, 36" CORRUGATED STEEL PIPE INLET (.138" THICK), PIPE DOME (WALL DRAIN), 18" CONCRETE FLARED END SECTION, 24" CONCRETE FLARED END SECTION, 36" CONCRETE FLARED END SECTION, REMOVE CULVERT (LF), REMOVE INLET, REMOVE ASPHALT CONCRETE OVERSIDE DRAIN, ADJUST INLET, CAP INLET, CLEANING, INSPECTING, AND PREPARING CULVERT (LF), CULVERT CONTACT GROUTING, CONCRETE INVERT PAVING, 18" CURED-IN-PLACE PIPELINER, 24" CURED-IN-PLACE PIPELINER, REMOVE SLOPE PAVING (SQYD), CONCRETE (DITCH LINING), SLOPE PAVING (CONCRETE), SLOPE PAVING (CONCRETE PAVERS), SLOPE PAVING (EXPOSED AGGREGATE), SLOPE PAVING (ROCK COBBLE) (SQFT), ROCK SLOPE PROTECTION (150 LB, CLASS III, METHOD B) (CY), CONCRETED-ROCK SLOPE PROTECTION (1/4 T, CLASS V, METHOD A) (CY), ROCK SLOPE PROTECTION FABRIC (CLASS 8), ROCK SLOPE PROTECTION FABRIC (CLASS 10), MINOR CONCRETE (CURB) (CY), MINOR CONCRETE (GUTTER) (LF), DETECTABLE WARNING SURFACE, MINOR CONCRETE (EXPOSED AGGREGATE CONCRETE), MINOR CONCRETE (CURB, SIDEWALK AND CURB RAMP), REMOVE CONCRETE SIDEWALK (SQYD), REMOVE CONCRETE (CURB AND GUTTER), PRE/POST CONSTRUCTION SURVEYS, (F) - MISCELLANEOUS IRON AND STEEL, (F) - MISCELLANEOUS METAL (BRIDGE), PAINT CURB (2-COAT), PREPARE AND STAIN CONCRETE, STAIN GALVANIZED SURFACES (LS), CHAIN LINK FENCE (TYPE CL-3.5) (MOD), CHAIN LINK FENCE (TYPE CL-6), 3’ CHAIN LINK GATE (TYPE CL-3.5), 6’ CHAIN LINK GATE (TYPE CL-6), REMOVE CHAIN LINK FENCE, REMOVE DELINEATOR, LANE SEPARATION SYSTEMS (EA), DELINEATOR (CLASS 1), GUARD RAILING DELINEATOR, PAVEMENT MARKER (RETROREFLECTIVE), TREATMENT BEST MANAGEMENT PRACTICE MARKER, REMOVE ROADSIDE SIGN, REMOVE ROADSIDE SIGN (STRAP AND SADDLE BRACKET METHOD), RELOCATE ROADSIDE SIGN, FURNISH LAMINATED PANEL SIGN (1"-TYPE A), FURNISH LAMINATED PANEL SIGN (1"-TYPE B), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-FRAMED), ROADSIDE SIGN - ONE POST, ROADSIDE SIGN - TWO POST, SIGN POST SUPPORT SYSTEM, INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD), INSTALL SIGN (MAST ARM MOUNTED), INSTALL SIGN PANEL ON EXISTING FRAME, INSTALL ROADSIDE SIGN PANEL ON EXISTING POST, MIDWEST GUARDRAIL SYSTEM (STEEL POST), MIDWEST GUARDRAIL SYSTEM (8’ STEEL POST), VEGETATION CONTROL (MINOR CONCRETE), DECORATIVE RAILING (BRIDGE), DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL POST), CONCRETE BARRIER (TYPE 60MD MODIFIED), CONCRETE BARRIER (TYPE 60SD MODIFIED), CONCRETE BARRIER (TYPE 60M MODIFIED) 1, CONCRETE BARRIER (TYPE 60M MODIFIED) 2, (F) - CABLE RAILING, TRANSITION RAILING (TYPE AGT), END ANCHOR ASSEMBLY (TYPE SFT-M), ALTERNATIVE IN-LINE TERMINAL TL-3, BURIED POST END ANCHOR (TYPE B-S), ALTERNATIVE CRASH CUSHION TL-3, CONCRETE BARRIER (TYPE 60M), CONCRETE BARRIER (TYPE 60MS), CONCRETE BARRIER (TYPE 60MA MODIFIED), CONCRETE BARRIER (TYPE 60R), (F) - CONCRETE BARRIER TRANSITION, CONCRETE BARRIER (TYPE 842), (F) - CONCRETE BARRIER (TYPE 842 MODIFIED), REMOVE GUARDRAIL, SALVAGE METAL BRIDGE RAILING, REMOVE CONCRETE BARRIER, THERMOPLASTIC PAVEMENT MARKING (ENHANCED WET NIGHT VISIBILITY), PREFORMED THERMOPLASTIC PAVEMENT MARKING, 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1), 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7), 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY), 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4), 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY), 12" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY), REMOVE PAVEMENT MARKING, REMOVE TRAFFIC STRIPE, REMOVE THERMOPLASTIC PAVEMENT MARKING, 8" TRAFFIC STRIPE TAPE WITH CONTRAST (WARRANTY) (BROKEN 12-3), 12" TRAFFIC STRIPE TAPE WITH CONTRAST (WARRANTY), CONTRAST STRIPE PAINT (2-COAT), 6" TRAFFIC STRIPE TAPE (WARRANTY) (BROKEN 8-4), 6"" TRAFFIC STRIPE TAPE WITH CONTRAST (WARRANTY), 6" TRAFFIC STRIPE TAPE WITH CONTRAST (WARRANTY) (BROKEN 17-7), 6" TRAFFIC STRIPE TAPE WITH CONTRAST (WARRANTY) (BROKEN 36-12), 8" TRAFFIC STRIPE TAPE WITH CONTRAST (WARRANTY), 8" TRAFFIC STRIPE TAPE WITH CONTRAST (WARRANTY) (BROKEN 36-12), MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, ELECTRIC SERVICE FOR IRRIGATION, FIBER OPTIC CABLE SYSTEMS, TEMPORARY LIGHTING SYSTEMS, MODIFYING CAMERA SYSTEMS, BIKE TRAIL LIGHTING SYSTEMS, MODIFYING LIGHTING SYSTEMS, MODIFYING SIGN ILLUMINATION SYSTEMS, MODIFYING SIGNAL AND LIGHTING SYSTEMS, MODIFYING RAMP METERING SYSTEMS, MODIFYING CHANGEABLE MESSAGE SIGN SYSTEMS, MODIFYING MICROWAVE VEHICLE DETECTION SYSTEMS, MODIFYING CENSUS SYSTEM, MODIFYING TRAFFIC MONITORING STATION SYSTEMS, MODIFYING HIGH SPEED WEIGH-IN-MOTION SYSTEMS, SUBSURFACE LOCATORS, MOBILIZATION
Requirements:
Date posted: 06/18/2025
Contractor: Coffman Specialties, Inc. Contact: Estimating Department
Address: 9685 Via Excelencia, Ste 200 San Diego, CA 92126
Phone: 858-536-3100 Fax: 858-586-0164 Email: estimating@coffmanspecialties.com
Services needed: Request for quotes from Certified DBE Subcontractors and Suppliers for the following but not limited to: Asphalt Dike, Asphalt Supply, Bridge Demo, Cold Plane AC, Construction Area Signs, Concrete Barrier, Delineator, Electrical, Excavation, Guardrail, Hydroseed, Joint Seal, Landscape And Irrigation, Lead Compliance Plan, Minor Concrete, Quality Control, Rapid Set Concrete, Reinforced Concrete Pipe, Roadside Signs, Sign Structures, Spall Repair, Street Sweeping, Striping / Pavement Markings, Structural Concrete, SWPPP/WPCP, Plant & Inspection, Traffic Control, Trucking
Requirements: Coffman Specialties, Inc. is a union contractor and an Equal Opportunity Employer. Coffman is signatory to the Carpenters, Cement Masons, Laborers and Operating Engineers unions. Performance & Payment Bonds (100%) from an approved surety company will be required for subcontractors with a contract value greater than $100,000. Unless otherwise noted on quotations, Coffman will pay the cost of bonds at their actual cost up to 1.5% and, upon request by the sub/supplier, will assist in obtaining necessary bonding, insurance, lines of credit, equipment, supplies, materials and/or related services. Coffman will split items of work to facilitate DBE participation. Non-DBE subcontractors and suppliers are requested to provide lower tier DBE participation. Subcontractors and suppliers are required to indicate lower tier DBE participation to enable Coffman to better evaluate their quotes. Quotes must be valid for the same duration as specified by Owner for contract award. Subcontractors will be expected to sign Coffman's standard subcontract and to comply with our standard insurance requirements. Subcontractors are required to maintain a current California contractor’s license and must also be registered with the California Department of Industrial Relations (DIR) as required by Public Contract Code Section 1725.5. When providing pricing, please provide your California contractor's license number, State of California DIR number, and your DBE certificate number (if applicable). Plans and specifications are available through the owner’s website. Should you need assistance in obtaining plans and specifications, or have any additional questions please email estimating@coffmanspecialties.com for assistance. Please submit quotes by email: estimating@coffmanspecialties.com or fax to (858) 536-3131.
Date posted: 06/20/2025
Contractor: Skanska USA Civil Contact: Denia Lanza-Campos
Address: 1995 Agua Mansa Road, Riverside, CA, USA Riverside
Phone: 951-675-6137 Fax: Email: bids.socal@skanska.com
Services needed: Skanska USA Civil West California District Inc. is interested in soliciting in Good Faith all subcontractors and suppliers as well as CUCP certified DBE subcontractors and suppliers related to the scopes of work below: AC Dike, Aggregates, Asphalt Paving, Bridge Deck Treatment, BMP Materials, CIDH, Clearing & Grubbing, Concrete Barrier (Bridge), Concrete Barrier (Roadway), Concrete Invert Paving, Concrete Ditch, Concrete Flatwork, Concrete Pump, Construction Area Signs, Cured in Place Pipe liner, Demolition, Electrical, Erosion Control, Fencing, Form liner, Geotextiles, Grind Existing PCC, Guardrail, Hazardous Material Handling, Joint Seal Material, Landscape & Irrigation, Masonry Soundwall, Milling, Minor Structures, Miscellaneous Metals, Paint / Stain Concrete, PCC Materials, PCC Paving, Pipe Materials, Post-Tensioned Concrete, Potholing, Pre/Post Construction Survey, Quality Control, RCP Pipe, Ready Mix Concrete, Reinforcing Steel, Roadside Signs, Rock Slope Protection, Saw & Seal Concrete, Sign Structures, Striping, Soil Nail, Sweeper, Traffic Control Materials, Trucking, Underground Utilities, Water Truck.
Requirements: Skanska is an Equal Opportunity Employer and is requesting quotes from all qualified subcontractors and suppliers. Skanska will assist qualified subcontractors, vendors, & suppliers in obtaining bonding, lines of credit, insurance, necessary equipment, materials and/or supplies. If you are a DBE Company, please provide your certification letter with your proposal. In order to assist DBE subcontractors and suppliers, we will divide total requirements into smaller packages, tasks or quantities & establish delivery & construction schedule, which will permit maximum participation when feasible. If you are a Non DBE, please indicate all lower-tier participation on your quotation as it will be evaluated with your price. Project documents can be reviewed by appointment in our office Monday through Friday, 7:00 am to 4:00 pm. Skanska’s insurance requirements are Commercial General Liability (GL): $1M ea. occ., $1M personal injury, $2M products and completed operations agg. and general agg.; $1M Auto Liability; $5M Excess/Umbrella and $1M Workers Comp. Endorsements and waivers required are the Additional Insured End., Primary Wording End., and a Waiver of Subrogation (GL & WC). Other insurance requirements may be necessary per scope or RFP requirement. Subcontractors may be required to furnish performance & payment bonds in the full amount of their subcontract by an admitted surety & subject to approval by Skanska. Quotations must be valid for the same duration as specified by the Owner for contract award (180 days). Conditions or exceptions in Subcontractor’s quote are expressly rejected unless accepted in writing. Skanska is signatory to the Operating Engineers, Laborers, Cement Masons, & Carpenters Unions. Subcontractors must provide weekly, one original and one copy of all certified payrolls, including non-performance and fringe benefit statements if required by law or by the Prime Contract. Please note that all Contractors and Subcontractors must register with The DIR (Department of Industrial Relations) in order to bid on public works projects. Include Contractor License Number and DIR Number on all Quotes Submitted. Skanska is an Equal Employment Opportunity (EEO) Employer. We do not discriminate on the basis of race, color, religion, sex, national origin, disability, age, genetic information, citizenship, protected veteran status, or any other categories protected under applicable federal, state, and local laws. Estimating Department: 1995 Agua Mansa Rd, Riverside, CA 92509, Phone: (951) 684-5360 | Lead Estimator: Joe Sidor |Email: bids.socal@skanska.com
Date posted: 06/23/2025