Listing for all primes seeking assistance with project 07-300404. 3 results found.
Contractor: USS Cal Builders, Inc. Contact: Estimating
Address: 8051 Main Street Stanton, CA 90680
Phone: 714-553-1487 Fax: 714-503-6805 Email: bidding@usscalbuilders.com
Services needed: USS Cal Builders is seeking qualified DBE subcontractors, suppliers and firms to meet or exceed the 13% goal for the 07-300404 Slope Protection and BMP Construction Project. Bid Date and Time:February 1, 2018 at 2:00 PM Engineer?s Estimate:$18.3 Million Estimator?s Name:JIM LARREA The Work includes, but is not limited to: LEAD COMPLIANCE PLAN, PROGRESS SCHEDULE (CRITICAL PATH METHOD), TIME-RELATED OVERHEAD (WDAY), CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, CHANNELIZER (SURFACE MOUNTED), TEMPORARY RAILING (TYPE K), TEMPORARY CRASH CUSHION MODULE, JOB SITE MANAGEMENT, PREPARE STORM WATER POLLUTION PREVENTION PLAN, RAIN EVENT ACTION PLAN, STORM WATER SAMPLING AND ANALYSIS DAY, STORM WATER ANNUAL REPORT, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY SILT FENCE, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, TREATED WOOD WASTE, REMOVE CONCRETE (CY), CLEARING AND GRUBBING (LS), ROADWAY EXCAVATION, ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY DEPOSITED LEAD), ROADWAY EXCAVATION (TYPE COM) (AERIALLY DEPOSITED LEAD), STRUCTURE EXCAVATION, STRUCTURE BACKFILL, DITCH EXCAVATION, ROCK BLANKET, SLOW-RELEASE FERTILIZER, PLANT (GROUP H), PLANT (GROUP A), PLANT (GROUP U), PLANT ESTABLISHMENT WORK, WOOD MULCH, CHECK AND TEST EXISTING IRRIGATION FACILITIES, REMOVE IRRIGATION FACILITY, CONTROL AND NEUTRAL CONDUCTORS, 1" REMOTE CONTROL VALVE, 1 1/2" REMOTE CONTROL VALVE, 1" AUTOMATIC FLUSH VALVE, SOLAR POWERED IRRIGATION CONTROLLER, 3" GALVANIZED STEEL PIPE (SUPPLY LINE), 1/2" DRIP IRRIGATION TUBING, 1 1/2" BACKFLOW PREVENTER ASSEMBLY, RISER SPRINKLER ASSEMBLY (GEAR DRIVEN), RISER SPRINKLER ASSEMBLY, 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 1 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 3" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 6" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), BALL VALVE, COMPOST (CY), INCORPORATE MATERIALS, CLASS 3 AGGREGATE BASE (CY), LEAN CONCRETE BASE, HOT MIX ASPHALT (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE E), PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA), REMOVE ASPHALT CONCRETE DIKE, STRUCTURAL CONCRETE, STRUCTURAL CONCRETE, HEADWALL, STRUCTURAL CONCRETE, DRAINAGE INLET, MINOR CONCRETE (MINOR STRUCTURE), MINOR CONCRETE (BACKFILL), JOINT SEAL (TYPE AL), BAR REINFORCING STEEL, 6" PLASTIC PIPE, 8" PLASTIC PIPE, 12" REINFORCED CONCRETE PIPE, 15" REINFORCED CONCRETE PIPE, 18" REINFORCED CONCRETE PIPE, 24" REINFORCED CONCRETE PIPE, 30" REINFORCED CONCRETE PIPE, 36" REINFORCED CONCRETE PIPE, 12" CORRUGATED STEEL PIPE (.079" THICK), 15" CORRUGATED STEEL PIPE (.079" THICK), 18" CORRUGATED STEEL PIPE (.109" THICK), 24" CORRUGATED STEEL PIPE (.109" THICK), 6" PERFORATED PLASTIC PIPE UNDERDRAIN, 6" NON-PERFORATED PLASTIC PIPE UNDERDRAIN, CLASS 4 PERMEABLE MATERIAL, CLASS 5 PERMEABLE MATERIAL, 18" STEEL FLARED END SECTION, 24" STEEL FLARED END SECTION, 18" CONCRETE FLARED END SECTION, 36" PRECAST CONCRETE PIPE MANHOLE, ABANDON PIPELINE, REMOVE PIPE (LF), REMOVE INLET, REMOVE FLARED END SECTION (EA), CAP INLET, SAND BACKFILL, ROCK SLOPE PROTECTION (FACING, METHOD B) (CY), ROCK SLOPE PROTECTION (NO. 1, METHOD B) (CY), CONCRETE (CHANNEL LINING), CONCRETED-ROCK SLOPE PROTECTION (FACING, METHOD A) (CY), GABION, ROCK SLOPE PROTECTION FABRIC (CLASS 8), MINOR CONCRETE (TEXTURED PAVING), MISCELLANEOUS IRON AND STEEL, MISCELLANEOUS METAL, MISCELLANEOUS METAL (INCLINED SCREEN), MISCELLANEOUS METAL (SCREENED PIPE), 16' CHAIN LINK GATE (TYPE CL-6), RECONSTRUCT CHAIN LINK FENCE, VEGETATION CONTROL (MINOR CONCRETE), CABLE RAILING, TRANSITION RAILING (TYPE WB-31), SOFTSTOP TERMINAL SYSTEM, CONCRETE BARRIER (TYPE 736), REMOVE GUARDRAIL, MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, MODIFYING EXISTING ELECTRICAL SYSTEM, WATER METER CHARGES.
Requirements: If requested, USS Cal Builders can assist subs in obtaining bonds, lines of credit and insurance in the preparation of this project. USS Cal can also assist in obtaining equipment, supplies, materials or related assistance or services in the preparation of this project. USS Cal is relying on the price submitted in a subcontractor's proposal as an all-inclusive price for its trade scope found in the plans, specifications and addenda regardless of any qualifying language in the proposal. USS Cal's listing of a subcontractor is not an acceptance of any or all of that subcontractor's conditions, qualifications, exclusions or exceptions included in the subcontractor's bid proposal. The subcontractor agrees that its bid will remain valid for the same period of time that the prime contractor's bid must remain valid with the owner, as specified in the project's specifications. Each listed subcontractor must execute USS Cal's standard subcontract agreement if USS Cal is awarded the project; the standard subcontract is available for review on USS Cal's website (www.usscalbuilders.com ) and at USS Cal's office. At the discretion of USS Cal, any listed subcontractor that withdraws its bid after USS Cal submits its bid to the owner will be responsible for the difference in price for such scope of work charged by the replacement subcontractor. This is a prevailing wage project. If this project is subject to a Project Labor Agreement or Project Stabilization Agreement, you will be required to honor the terms of such agreement. USS Cal Builders, Inc. is signatory to the Carpenter's Union. Any subcontractor performing carpentry work must be signatory to the Carpenter's Union. An Equal Opportunity Employer. Bidding Department USS Cal Builders Inc.
Date posted: 12/05/2017
Contractor: GRANITE CONSTRUCTION COMPANY Contact: DIANNE CARLISLE
Address: 5335 DEBBIE LANE SANTA BARBARA CA 93111
Phone: 805 964 9951 Fax: 805 967 1431 Email: DIANNE.CARLISLE@GCINC.COM
Services needed: Granite Construction Company (Granite) an Equal Opportunity Employer is requesting sub-bids from all qualified subcontractors and suppliers including certified DBE firms performing commercially useful function for Caltrans 07-300404 Slope Protection and BMP Construction. In Los Angeles County In Los Angeles And Near Calabasas From 0.1 Mile South Of Route 101/110 Separation To 0.1 Mile North Of Mureau Road Overcrossing 07-LA-101-1.5/29.1 Bid: FEBRUARY 1, 2108 @ 2:00 PM Services needed: Granite Construction Company (Granite) an Equal Opportunity Employer is requesting sub-bids from all qualified subcontractors and suppliers including certified DBE firms performing commercially useful function for referenced project for the following items of work, LEAD COMPLIANCE PLAN PROGRESS SCHEDULE (CRITICAL PATH METHOD) TIME-RELATED OVERHEAD (WDAY) CONSTRUCTION AREA SIGNS TRAFFIC CONTROL SYSTEM CHANNELIZER (SURFACE MOUNTED) TEMPORARY RAILING (TYPE K) TEMPORARY CRASH CUSHION MODULE JOB SITE MANAGEMENT PREPARE STORM WATER POLLUTION PREVENTION PLAN RAIN EVENT ACTION PLAN STORM WATER SAMPLING AND ANALYSIS DAY STORM WATER ANNUAL REPORT TEMPORARY DRAINAGE INLET PROTECTION TEMPORARY FIBER ROLL TEMPORARY SILT FENCE STREET SWEEPING TEMPORARY CONCRETE WASHOUT TREATED WOOD WASTE REMOVE CONCRETE (CY) CLEARING AND GRUBBING (LS) ROADWAY EXCAVATION ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY DEPOSITED LEAD) ROADWAY EXCAVATION (TYPE COM) (AERIALLY DEPOSITED LEAD) STRUCTURE EXCAVATION STRUCTURE BACKFILL DITCH EXCAVATION ROCK BLANKET SLOW-RELEASE FERTILIZER PLANT (GROUP H) PLANT (GROUP A) PLANT (GROUP U) PLANT ESTABLISHMENT WORK WOOD MULCH CHECK AND TEST EXISTING IRRIGATION FACILITIES REMOVE IRRIGATION FACILITY CONTROL AND NEUTRAL CONDUCTORS 1" REMOTE CONTROL VALVE 1 1/2" REMOTE CONTROL VALVE 1" AUTOMATIC FLUSH VALVE SOLAR POWERED IRRIGATION CONTROLLER 3" GALVANIZED STEEL PIPE (SUPPLY LINE) 1/2" DRIP IRRIGATION TUBING 1 1/2" BACKFLOW PREVENTER ASSEMBLY RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) RISER SPRINKLER ASSEMBLY 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 1 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 3" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) 6" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE) BALL VALVE COMPOST (CY) INCORPORATE MATERIALS CLASS 3 AGGREGATE BASE (CY) LEAN CONCRETE BASE HOT MIX ASPHALT (TYPE A) PLACE HOT MIX ASPHALT DIKE (TYPE E) PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA) REMOVE ASPHALT CONCRETE DIKE STRUCTURAL CONCRETE STRUCTURAL CONCRETE, HEADWALL STRUCTURAL CONCRETE, DRAINAGE INLET MINOR CONCRETE (MINOR STRUCTURE) MINOR CONCRETE (BACKFILL) JOINT SEAL (TYPE AL) BAR REINFORCING STEEL 6" PLASTIC PIPE 8" PLASTIC PIPE 12" REINFORCED CONCRETE PIPE 15" REINFORCED CONCRETE PIPE 18" REINFORCED CONCRETE PIPE 24" REINFORCED CONCRETE PIPE 30" REINFORCED CONCRETE PIPE 36" REINFORCED CONCRETE PIPE 12" CORRUGATED STEEL PIPE (.079" THICK) 15" CORRUGATED STEEL PIPE (.079" THICK) 18" CORRUGATED STEEL PIPE (.109" THICK) 24" CORRUGATED STEEL PIPE (.109" THICK) 6" PERFORATED PLASTIC PIPE UNDERDRAIN 6" NON-PERFORATED PLASTIC PIPE UNDERDRAIN CLASS 4 PERMEABLE MATERIAL CLASS 5 PERMEABLE MATERIAL 18" STEEL FLARED END SECTION 24" STEEL FLARED END SECTION 18" CONCRETE FLARED END SECTION 36" PRECAST CONCRETE PIPE MANHOLE ABANDON PIPELINE REMOVE PIPE (LF) REMOVE INLET REMOVE FLARED END SECTION (EA) CAP INLET SAND BACKFILL ROCK SLOPE PROTECTION (FACING, METHOD B) (CY) ROCK SLOPE PROTECTION (NO. 1, METHOD B) (CY) CONCRETE (CHANNEL LINING) CONCRETED-ROCK SLOPE PROTECTION (FACING, METHOD A) (CY) GABION ROCK SLOPE PROTECTION FABRIC (CLASS 8) MINOR CONCRETE (TEXTURED PAVING) MISCELLANEOUS IRON AND STEEL MISCELLANEOUS METAL MISCELLANEOUS METAL (INCLINED SCREEN) MISCELLANEOUS METAL (SCREENED PIPE) 16' CHAIN LINK GATE (TYPE CL-6) RECONSTRUCT CHAIN LINK FENCE VEGETATION CONTROL (MINOR CONCRETE) CABLE RAILING TRANSITION RAILING (TYPE WB-31) SOFTSTOP TERMINAL SYSTEM CONCRETE BARRIER (TYPE 736) REMOVE GUARDRAIL MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION MODIFYING EXISTING ELECTRICAL SYSTEM WATER METER CHARGES MOBILIZATION including but not limited to Including items of work normally performed by Granite. Quotations will be broken down into comparable packages as reasonably necessary. Granite will work with interested DBE subcontractors to identify opportunities to break down items into economically feasible packages.
Requirements: Requirements: Granite Construction Company (Granite) is signatory to Operating Engineers, Laborers, Teamsters, Cement Masons and Carpenters unions. 100% performance and payment bonds required for the full amount of subcontract price. Bonding assistance is available. Subcontractors must possess a current contractor?s license, insurance and workers compensation coverage meeting Granite?s requirements and will be required to sign the standard Granite Subcontract Agreement. A copy of the insurance requirements and agreement can be obtained by contacting the estimator. For any bid proposal submitted on or after March 1, 2015 and any contract for public work entered into on or after April 1, 2015, the following registration requirements apply: Every Subcontractor is required to be registered to perform public work pursuant to Section 1725.5 of the Public Contract Code (?Section 1725.5?). No Contractor or Subcontractor shall be qualified to bid on, be listed in a bid proposal pursuant to Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, unless currently registered to perform public work pursuant to Section 1725.5. No bid shall be accepted nor any subcontract entered into without proof of the Subcontractor?s current registration to perform public work pursuant to Section 1725.5. *PLEASE PROVIDE DIR # WITH QUOTE* Plans and specifications are available for viewing at our office located at: 5335 Debbie Lane Santa Barbara , CA 93111 Also included in our SMARTBID solicitation. Please call if you need any bidding assistance including but not limited to; obtaining bonding, insurance, equipment, materials and/or supplies. Granite intends to work cooperatively with all qualified DBE firms seeking work on this project. Granite Construction Company P.O. Box 6744 Santa Barbara , California 93160 Phone (805)964-9951 Fax (805) 967-1431 CONTACT ESTIMATOR : Brian Larinan brian.larinan@gcinc,com or Bid Day @ DIANNE.CARLISLE@GCINC.COM *Post bid : Due to time sensitivity; please provide an expeditious response to Granite request for the subcontractor "DBE Confirmation" form.
Date posted: 12/05/2017
Contractor: OHL USA, Inc. Contact: Mark Elliott
Address: 1920 Main Street, Suite 310 Irvine, Ca, 92614
Phone: 949-242-4432 Fax: 949-231-1255 Email: melliott@ohlusa.com
Services needed: All work categories are open for participation, including but not limited to those listed: Aggregate, Channelizer, Concrete Barrier, Construction Area Signs, Demolition, Ditches Excavation, Electrical, Equipment Rental, Fencing, Hot Mix Asphalt, Irrigation, Joint Seal, Landscape, Lead Compliance Plan, Minor Concrete, Miscellaneous Iron/Steel, Miscellaneous Metals, Place Hot Mix Asphalt, Plastic Pipe, QA/QC, Railing, Ready Mix, Reinforced Concrete Pipe, Reinforcing Steel, Roadway Excavation, Rock Blanket, Rock Slope Protection, Sand Backfill, Storm Water Pollution Plan, Street Sweeping, Structural Concrete, Structure Backfill, Structure Excavation, Survey, Temporary Crash Cushion Module, Temporary Railing (K-Rail), Terminal System, Traffic Control, Traffic Control System, Trucking
Requirements: Compliance to Caltrans Standards and Special Provisions, including Buy America applies. 100% bonding may be required for all subcontractors. Assistance available in obtaining bonds, lines of credit, insurance, necessary equipment, supplies, materials or related assistance or services and technical assistance. Flexible time frames for performance, delivery and breaking out portions of work into economically feasible packages to encourage participation may be discussed. Additional assistance is available through the City of Los Angeles Contractor Development and Bonding Program for more information visit www.LAConDev.com or call 213/258-3000. OHL USA, Inc. intends to conduct itself in good faith with all categories of disadvantaged, small, minority and women firms regarding participation on this project, therefore please send your certifications prior to quotes. Subcontractors are required to be registered with the Department of Industrial Relations (DIR), as required by Public Contract Code Section 1725.5, please furnish DIR Number with your quote submittal. Conditions or exceptions in Subcontractor quotes are expressly rejected unless accepted in writing. Plans & Specs are available at OHL offices from 7:00 am - 5:00 pm Monday through Friday at: 1920 MAIN ST. SUITE 310 IRVINE, CA 92614 Phone: (949) 242-4432 / Fax (949)231-1255/(949)231-1256 Or by using the dropbox link: https://www.dropbox.com/sh/q5tpj5prx1b0hkz/AABMmUNLSUsahz3LOSgDCcFNa?dl=0 / PLEASE RESPOND BACK VIA EMAIL or FAX: EMAIL: Mark Elliott melliott@ohlusa.com FAX: (949) 231-1255 / (949) 231-1256 (Include applicable DBE certifications issued and validated by pertinent agencies) / OHL USA, Inc. is an AAE/EOE
Date posted: 12/11/2017