Listing for all primes seeking assistance with project 06-442544. 3 results found.
Contractor: SEMA Construction, Inc. Contact: Eric Stepien
Address: 320 Goddard Way, Ste. 150 Irvine, CA 92618
Phone: 949-470-0500 Fax: 949-788-9200 Email: estimating.ca@semaconstruction.com
Services needed: SEMA construction is looking for DBE subcontractors and suppliers in the areas of: LEAD COMPLIANCE PLAN, PROGRESS SCHEDULE (CRITICAL PATH METHOD), TIME-RELATED OVERHEAD (WDAY), CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, TYPE III BARRICADE, TEMPORARY PAVEMENT MARKING (TAPE), CHANNELIZER (SURFACE MOUNTED), TEMPORARY PAVEMENT MARKER, PORTABLE CHANGEABLE MESSAGE SIGN (LS), TEMPORARY RAILING (TYPE K), TEMPORARY CRASH CUSHION MODULE, JOB SITE MANAGEMENT, PREPARE STORM WATER POLLUTION PREVENTION PLAN, STORM WATER ANNUAL REPORT, MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL), TEMPORARY SOIL BINDER, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY CONSTRUCTION ENTRANCE, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, REMOVE YELLOW THERMOPLASTIC TRAFFIC STRIPE (HAZARDOUS WASTE), TREATED WOOD WASTE, TEMPORARY HIGH-VISIBILITY FENCE, CLEARING AND GRUBBING (LS), DUST PALLIATIVE, ROADWAY EXCAVATION, STRUCTURE EXCAVATION (BRIDGE), STRUCTURE EXCAVATION (RETAINING WALL), STRUCTURE BACKFILL (BRIDGE), STRUCTURE BACKFILL (RETAINING WALL), IMPORTED BORROW (CY), SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS B2, MOVE-IN/MOVE-OUT (EROSION CONTROL), HYDROMULCH, HYDROSEED, CLASS 2 AGGREGATE SUBBASE, CLASS 2 AGGREGATE BASE (CY), HOT MIX ASPHALT (TYPE A), HOT MIX ASPHALT (BRIDGE), DATA CORE, PLACE HOT MIX ASPHALT DIKE (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE C), PLACE HOT MIX ASPHALT DIKE (TYPE E), PLACE HOT MIX ASPHALT DIKE (TYPE F), PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA), TACK COAT, CONTINUOUSLY REINFORCED CONCRETE PAVEMENT, FURNISH PILING (CLASS 200) (ALTERNATIVE W), DRIVE PILE (CLASS 200) (ALTERNATIVE W), FURNISH 16" CAST-IN-STEEL SHELL CONCRETE PILING, DRIVE 16" CAST-IN-STEEL SHELL CONCRETE PILE, FURNISH 24" CAST-IN-STEEL SHELL CONCRETE PILING, DRIVE 24" CAST-IN-STEEL SHELL CONCRETE PILE, 48" CAST-IN-DRILLED-HOLE CONCRETE PILE (SIGN FOUNDATION), STRUCTURAL CONCRETE, BRIDGE FOOTING, STRUCTURAL CONCRETE, BRIDGE, STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER), STRUCTURAL CONCRETE, RETAINING WALL, STRUCTURAL CONCRETE, BOX CULVERT, STRUCTURAL CONCRETE, DRAINAGE INLET, DRILL AND BOND DOWEL, PRESSURE GROUT ANCHOR ROD, CLEAN EXPANSION JOINT, JOINT SEAL (MR 1/2"), JOINT SEAL (MR 1 1/2"), BAR REINFORCING STEEL, BAR REINFORCING STEEL (BRIDGE), BAR REINFORCING STEEL (RETAINING WALL), HEADED BAR REINFORCEMENT, FURNISH STRUCTURAL STEEL (BRIDGE), ERECT STRUCTURAL STEEL (BRIDGE), FURNISH SIGN STRUCTURE (LIGHTWEIGHT), INSTALL SIGN STRUCTURE (LIGHTWEIGHT), REMOVE SIGN STRUCTURE (EA), CLEAN AND PAINT STRUCTURAL STEEL, CORE 1-1/4" AND PRESSURE GROUT THREADED ROD, BRIDGE REMOVAL, BRIDGE REMOVAL (PORTION), 18" ALTERNATIVE PIPE CULVERT, 24" ALTERNATIVE PIPE CULVERT, 36" ALTERNATIVE PIPE CULVERT, CONCRETE BACKFILL (PIPE TRENCH), 30" REINFORCED CONCRETE PIPE, 18" ALTERNATIVE FLARED END SECTION, 24" ALTERNATIVE FLARED END SECTION, 36" ALTERNATIVE FLARED END SECTION, 48" PRECAST CONCRETE PIPE MANHOLE, REMOVE DRAINAGE FACILITY (EA), REMOVE CULVERT (LF), REMOVE INLET, REMOVE FLARED END SECTION (EA), ADJUST UTILITY COVER TO GRADE, ADJUST SEWER MANHOLE, CAP MANHOLE, ROCK SLOPE PROTECTION (FACING, METHOD B) (CY), ROCK SLOPE PROTECTION FABRIC (CLASS 8), DETECTABLE WARNING SURFACE, MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION), MINOR CONCRETE (STAMPED CONCRETE), REMOVE CONCRETE CURB (LF), REMOVE CONCRETE SIDEWALK (SQYD), REMOVE CONCRETE (CURB AND GUTTER), MISCELLANEOUS IRON AND STEEL, MANHOLE FRAME AND COVER, FENCE (TYPE BW, METAL POST), CHAIN LINK FENCE (TYPE CL-6), 16' CHAIN LINK GATE (TYPE CL-6), REMOVE FENCE, REMOVE PAVEMENT MARKER, DELINEATOR (CLASS 1), PAVEMENT MARKER (RETROREFLECTIVE), OBJECT MARKER (TYPE K), REMOVE ROADSIDE SIGN, RELOCATE ROADSIDE SIGN, FURNISH LAMINATED PANEL SIGN (1"-TYPE A)FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), RETROREFLECTIVE SHEETING (TYPE XI), ROADSIDE SIGN - ONE POST, ROADSIDE SIGN - TWO POST, INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD), MIDWEST GUARDRAIL SYSTEM (STEEL POST), DOUBLE THRIE BEAM BARRIER (STEEL POST), CABLE RAILING, TRANSITION RAILING (TYPE WB-31), END ANCHOR ASSEMBLY (TYPE SFT), SOFTSTOP TERMINAL SYSTEMS, ALTERNATIVE FLARED TERMINAL SYSTEM, ALTERNATIVE CRASH CUSHION SYSTEM(TYPE A), ALTERNATIVE CRASH CUSHION SYSTEM(TYPE B), CONCRETE BARRIER (TYPE 60), CONCRETE BARRIER (TYPE 60R), CONCRETE BARRIER (TYPE 736), CONCRETE BARRIER (TYPE 736A), CONCRETE BARRIER (TYPE 736 MODIFIED), CONCRETE BARRIER (TYPE 736SV), REMOVE GUARDRAIL, SALVAGE METAL BRIDGE RAILING, SALVAGE GUARDRAIL, RECONSTRUCT DOUBLE THRIE BEAM BARRIER, REMOVE CONCRETE BARRIER, SALVAGE CRASH CUSHION, 6" THERMOPLASTIC TRAFFIC STRIPE, 8" THERMOPLASTIC TRAFFIC STRIPE, THERMOPLASTIC PAVEMENT MARKING, 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 6-1), 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 12-3), 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 36-12), 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 17-7), PAINT TRAFFIC STRIPE (1-COAT), REMOVE THERMOPLASTIC TRAFFIC STRIPE, LIGHTING SYSTEM, SIGN ILLUMINATION SYSTEM, TRAFFIC MONITORING STATION SYSTEM, HIGHWAY ADVISORY RADIO SYSTEM, MODIFYING EXISTING ELECTRICAL SYSTEM, REMOVING EXISTING ELECTRICAL SYSTEM, MOBILIZATION
Requirements: SEMA Construction is an equal opportunity employer; we seek quotes from all minority businesses. Please encourage lower tier DBE suppliers to provide quotes. Per current state regulations, please provide a current DIR number and expiration date with your quote. Please contact us if you need assistance in obtaining bonding, lines of credit, insurance, necessary equipment, supplies, materials, or related services. You can visit our website at www.semaconstruction.com or contact us at the phone number listed above.
Date posted: 09/11/2017
Contractor: Griffith Company Contact: Walter E Weishaar
Address: 1128 Carrier Parkway Avenue Bakersfield, CA 93308
Phone: 661-392-6640 Fax: 661-393-9525 Email: wweishaar@griffithcompany.net
Services needed: Griffith Company is requesting quotes from all qualified subcontractors and suppliers including certified DBE firms for the following items of work, including but not limited to: Lead Compliance Plan, Construction Area Signs, Traffic Control System, Type III Barricade, Temporary Pavement Marking (Tape), Channelizer (Surface Mounted), Temporary Pavement Marker, Portable Changeable Message Sign, Temporary Railing (Type K), Temporary Crash Cushion Module, SWPPP, Storm Water Annual Report, Move-In/Move-Out (Temporary Erosion Control), Temporary Soil Binder, Temporary Drainage Inlet Protection, Street Sweeping, Temporary Concrete Washout, Remove Yellow Thermoplastic Traffic Stripe (Hazardous Waste), Treated Wood Waste, Temporary High Visibility Fence, Dust Palliative, Roadway Excavation, Structure Excavation (Bridge), Structure Excavation (Retaining Wall), Structure Backfill (Bridge), Structure Backfill (Retaining Wall), Imported Borrow, Subgrade Enhancement Geotextile Class B, Move-In/Move-Out (Erosion Control), Hydromulch, Hydroseed, Class 2 Agg Subbase, Class 2 Agg Base, HMA (Type A), HMA (Bridge), Data Core, Place HMA Dike (Type A, Type C, Type E, Type F), Tack Coat, Continuously Reinforced Concrete Pavement, Furnish Piling (Class 200) (Alternative W), Drive Pile (Class 200) (Alternative W), Furnish 16? Cast In Steel Shell Concrete Piling, Drive 16? Cast In Steel Shell Concrete Piling, Furnish 24? Cast In Steel Shell Concrete Piling, Drive 24? Cast In Steel Shell Concrete Piling, 48? Cast In Drilled Hole Concrete Pile (Sign Foundation), Structural Concrete (Bridge), Structural Concrete (Bridge) (Polymer Fiber), Structural Concrete (Retaining Wall), Structural Concrete (Box Culvert), Structural Concrete (Drainage Inlet), Drill and Bond Dowel, Pressure Grout Anchor Rod , Clean Expansion Joint, Joint Seal (MR ??), Joint Seal (MR 1 ??), Bar Reinforcing Steel, Bar Reinforcing Steel (Bridge), Bar Reinforcing Steel (Retaining Wall), Headed Bar Reinforcement, Furnish Structural Steel (Bridge), Erect Structural Steel (Bridge), Furnish Structural Steel (Lightweight), Remove Sign Structure, Clean and Paint Structural Steel, Core 1-1/4? and Pressure Grout Threaded Rod, Bridge Removal, Bridge Removal (Portion), 18? Alternative Pipe Culvert, 24? Alternative Pipe Culvert, 36? Alternative Pipe Culvert, Concrete Backfill (Pipe Trench), 30? Reinforced Concrete Pipe, 18? Alternative Flared End Section, 24? Alternative Flared End Section, 36? Alternative Flared End Section, 48? Precast Concrete Pipe Manhole, Remove Drainage Facility, Remove Culvert, Remove Inlet, Remove Flared End Section, Adjust Utility Cover to Grade, Adjust Sewer Manhole, Cap Manhole, Rock Slope Protection (Facing Method B), Rock Slope Protection Fabric (Class 8), Detectable Warning Surface, Minor Concrete (Misc. Construction, Stamped Concrete), Remove Concrete Curb, Remove Concrete Sidewalk, Remove Concrete (Curb and Gutter), Misc. Iron and Steel, Manhole Frame and Cover, Fence (Type BW, Metal Post), Chain Link Fence (Type CL-6), 16? Chain Link Gate (Type CL-6), Remove Fence, Remove Pavement Marker, Delineator (Class 1), Pavement Marker (Retroreflective), Object Marker (Type K), Remove Roadside Sign, Relocate Roadside Sign, Furnish Laminated Panel Sign (1? Type A) for Retroreflective Sheeting (Type XI), Furnish Single Sheet Aluminum Sign (0.063? Unframed), Furnish Single Sheet Aluminum Sign (0.063? Unframed) for Retroreflective Sheeting (Type XI), Furnish Single Sheet Aluminum Sign (0.080? Unframed), Furnish Single Sheet Aluminum Sign (0.080? Unframed) for Retroreflective Sheeting (Type XI), Furnish Single Sheet Aluminum Sign (0.080? framed) for Retroreflective Sheeting (Type XI), Retroreflective Sheeting (Type XI), Roadside Sign One Post, Roadside Sign Two Post, Install Sign (Strap and Saddle Bracket Method), Midwest Guardrail System (Steel Post), Double Thrie Beam Barrier (Steel Post), Cable Railing, Transition Railing (Type WB-31), End Anchor Assembly, Softstop Terminal Systems, Alternative Flared Terminal System, Alternative Crash Cushion System (Type A, Type B), Concrete Barrier (Type 60, Type 60R, Type 736, Type 736A, Type 736 Modified, Type 736SV), Remove Guardrail, Salvage Metal Bridge Railing, Salvage Guardrail, Reconstruct Double Thrie Beam Barrier, Remove Concrete Barrier, Salvage Crash Cushion, 6? Thermoplastic Traffic Stripe, 8? Thermoplastic Traffic Stripe, Thermoplastic Pavement Marking, 6? Thermoplastic Traffic Stripe (Broken 6-1, Broken 12-3, Broken 36-12, Broken 17-1) Paint Traffic Stripe (1-Coat), Remove Thermoplastic Traffic Stripe, Lighting System, Sign Illumination System, Traffic Monitoring Station System, Highway Advisory Radio System, Modify Existing Electrical System, Removing Existing Electrical System, Hauling
Requirements: Griffith Company will work with interested subcontractors to identify opportunities to break down items into economically feasible packages. 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: 09/12/2017
Contractor: Papich Construction Company Inc Contact: Nicholle Tapia
Address: 3349 West Belmont Ave Fresno, Ca 93722
Phone: 559-565-5040 Fax: 559-840-0531 Email: ntapia@papichco.com
Services needed: Papich Construction Company Inc. (PCI) is requesting quotes from all qualified subcontractors and suppliers including certified DBE/UDBE/SBE/WBE/DVBE firms for any and all items of work pertaining to, and associated with services, materials etc., generally associated with or otherwise accepted and approved as standard items of work for your firm related to applicable bid items on this project.
Requirements: Papich Construction Company Inc. (PCI) is an Equal Opportunity Employer. Plans and specifications for this project are available to review upon request, or on the Caltrans Website. PCI will negotiate in Good Faith with all prospective subcontractors and suppliers for this project. PCI will assist in obtaining bonding, lines of credit, insurance, necessary equipment, supplies and materials. Scope letters (including subcontractor conditions or exceptions) should be received 24 hours prior to bid time to allow for proper evaluation and review. 100% performance and payment bonds may be required for the full amount of subcontract price by an admitted surety and subject to approval by PCI. PCI will pay for bond premium up to 1.5%. Subcontractors must possess a current applicable contractors license, insurance and workers compensation coverage meeting PCI and Caltrans minimum requirements, and will be required to sign the standard PCI Subcontract Agreement and provide a waiver of subrogation. A copy of the insurance requirements and subcontract agreement can be obtained by contacting our office.
Date posted: 09/18/2017