Listing for all primes seeking assistance with project 07-286604. 2 results found.
Contractor: USS Cal Builders, Inc. Contact: Estimating
Address: 8051 Main Street Stanton, CA 90680
Phone: 714-828-4882 Fax: 714-503-6805 Email: bidding@usscalbuilders.com
Services needed: LEAD COMPLIANCE PLAN, PROGRESS SCHEDULE (CRITICAL PATH METHOD), TIME-RELATED OVERHEAD (WDAY), CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, TEMPORARY PAVEMENT MARKING (PAINT), TEMPORARY TRAFFIC STRIPE (PAINT), CHANNELIZER (SURFACE MOUNTED), TEMPORARY RAILING (TYPE K), TEMPORARY CRASH CUSHION MODULE, JOB SITE MANAGEMENT, PREPARE STORM WATER POLLUTION PREVENTION PLAN, STORM WATER ANNUAL REPORT, TEMPORARY COVER, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, TREATED WOOD WASTE, REMOVE CONCRETE (CY), CLEARING AND GRUBBING (LS), ROADWAY EXCAVATION (TYPE COM) (AERIALLY DEPOSITED LEAD), ROADWAY EXCAVATION (TYPE X) (AERIALLY DEPOSITED LEAD), ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY DEPOSITED LEAD), STRUCTURE EXCAVATION, STRUCTURE EXCAVATION (TYPE Z-2) (AERIALLY DEPOSITED LEAD), STRUCTURE EXCAVATION (TYPE COM) (AERIALLY DEPOSITED LEAD), STRUCTURE BACKFILL, STRUCTURE BACKFILL (RETAINING WALL), PERVIOUS BACKFILL MATERIAL (RETAINING WALL), DITCH EXCAVATION, WEED CONTROL MAT (FIBER), ROADSIDE CLEARING, SOIL AMENDMENT, SLOW-RELEASE FERTILIZER, PLANT (GROUP H), MAINTAIN EXISTING PLANTED AREAS, PLANT ESTABLISHMENT WORK, WOOD MULCH, CHECK AND TEST EXISTING IRRIGATION FACILITIES, OPERATE EXISTING IRRIGATION FACILITIES, REMOVE IRRIGATION FACILITY, CONTROL AND NEUTRAL CONDUCTORS, 1 1/2" REMOTE CONTROL VALVE, 24-32 STATION IRRIGATION CONTROLLER (WALL MOUNTED), SOLAR POWERED IRRIGATION CONTROLLER, 3/4" GALVANIZED STEEL PIPE (SUPPLY LINE), 1 1/2" GALVANIZED STEEL PIPE (SUPPLY LINE), IRRIGATION CONTROLLER ENCLOSURE CABINET, FLOW SENSOR, RISER SPRINKLER ASSEMBLY (GEAR DRIVEN), POP-UP SPRINKLER ASSEMBLY, 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 1 1/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 1 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), BALL VALVE, CLASS 3 AGGREGATE BASE (CY), LEAN CONCRETE BASE, LEAN CONCRETE BASE RAPID SETTING, HOT MIX ASPHALT (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE D), PLACE HOT MIX ASPHALT DIKE (TYPE E), PLACE HOT MIX ASPHALT DIKE (TYPE F), REMOVE ASPHALT CONCRETE DIKE, JOINTED PLAIN CONCRETE PAVEMENT, JOINTED PLAIN CONCRETE PAVEMENT (RSC), STRUCTURAL CONCRETE, STRUCTURAL CONCRETE, RETAINING WALL, STRUCTURAL CONCRETE, HEADWALL, STRUCTURAL CONCRETE, DRAINAGE INLET, MINOR CONCRETE (MINOR STRUCTURE), MINOR CONCRETE (BACKFILL), JOINT SEAL (TYPE AL), BAR REINFORCING STEEL, BAR REINFORCING STEEL (RETAINING WALL), 24" PLASTIC PIPE, 18" REINFORCED CONCRETE PIPE, 24" REINFORCED CONCRETE PIPE, 30" REINFORCED CONCRETE PIPE, 36" REINFORCED CONCRETE PIPE, 18" CORRUGATED STEEL PIPE (.079" THICK), 6" PERFORATED PLASTIC PIPE UNDERDRAIN, 6" NON-PERFORATED PLASTIC PIPE UNDERDRAIN, 8" NON-PERFORATED PLASTIC PIPE UNDERDRAIN, CLASS 4 PERMEABLE MATERIAL, CLASS 5 PERMEABLE MATERIAL, GRATED LINE DRAIN, 24" CONCRETE FLARED END SECTION, 36" CONCRETE FLARED END SECTION, 8" MAINTENANCE DRAIN VALVE, 36" PRECAST CONCRETE PIPE INLET, ABANDON CULVERT (LF), REMOVE PIPE (LF), REMOVE INLET, MODIFY INLET, CAP INLET, SAND BACKFILL, CONCRETE (DITCH LINING), GABION, ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B) (CY), ROCK SLOPE PROTECTION FABRIC (CLASS 8), CLASS D FILTER FABRIC, MINOR CONCRETE (CURB) (CY), MINOR CONCRETE (CURB AND GUTTER), MINOR CONCRETE (CURB, GUTTER, SIDEWALK AND DRIVEWAY), REMOVE CONCRETE CURB (LF), REMOVE CONCRETE (CURB, GUTTER, AND SIDEWALK) (CY), MISCELLANEOUS IRON AND STEEL, FRAME AND GRATE, MISCELLANEOUS METAL, MISCELLANEOUS METAL (INCLINED SCREEN), MISCELLANEOUS METAL (SCREENED PIPE), TEMPORARY FENCE (TYPE CL-6), CHAIN LINK FENCE (TYPE CL-6), 5' CHAIN LINK GATE (TYPE CL-6), 6' CHAIN LINK GATE (TYPE CL-6), 12' CHAIN LINK GATE (TYPE CL-6), 14' CHAIN LINK GATE (TYPE CL-6), 16' CHAIN LINK GATE (TYPE CL-6), 20' CHAIN LINK GATE (TYPE CL-6), REMOVE CHAIN LINK FENCE, REMOVE GATE, REMOVE PAVEMENT MARKER, DELINEATOR (CLASS 1), PAVEMENT MARKER (RETROREFLECTIVE), RESET ROADSIDE SIGN (ONE POST), RESET ROADSIDE SIGN (TWO POST), RELOCATE ROADSIDE SIGN-ONE POST, MIDWEST GUARDRAIL SYSTEM, CABLE RAILING, END ANCHOR ASSEMBLY (TYPE SFT), SOFTSTOP TERMINAL SYSTEM, ALTERNATIVE FLARED TERMINAL SYSTEM, REMOVE GUARDRAIL, 6" THERMOPLASTIC TRAFFIC STRIPE, 8" THERMOPLASTIC TRAFFIC STRIPE, REMOVE PAINTED TRAFFIC STRIPE, REMOVE PAINTED PAVEMENT MARKING, REMOVE THERMOPLASTIC TRAFFIC STRIPE, MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, MODIFYING EXISTING ELECTRICAL SYSTEM.
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.
Date posted: 12/04/2017
Contractor: OHL USA, Inc. Contact: Dirk Wietstock
Address: 1920 Main Street, Suite 310 Irvine, Ca, 92614
Phone: 949-242-4432 Fax: 949-231-1255 Email: dwietstock@ohlusa.com
Services needed: All work categories are open for participation, including but not limited to those listed: Aggregate, Channelizer, Clear and Grub, Construction Area Signs, Demolition, Electrical, Equipment Rental, Fencing, Hot Mix Asphalt, Irrigation, Joint Seal, Landscape, Lead Compliance Plan, Minor Concrete, Miscellaneous Metals, Pavement Marker, Place Hot Mix Asphalt, Plastic Pipe, QA/QC, Railing, Ready Mix, Reinforced Concrete Pipe, Reinforcing Steel, Retaining Wall, Roadside Signs (Relocate), Roadway Excavation, Sand Backfill, Storm Water Pollution Plan, Street Sweeping, Striping, Structural Concrete, Structure Backfill, Structure Excavation, Survey, Temporary Crash Cushion Module, Terminal System, Traffic Control, Traffic Control System
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. PLEASE RESPOND BACK VIA EMAIL or FAX: EMAIL: Dirk Wietstock dwietstock@ohlusa.com FAX: (949) 231-1255 / (949) 231-1256 (Include applicable DBE certifications issued and validated by pertinent agencies) 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/xvxhocnssub3h9h/AACoiovN6DoQ9KSMgOM2ZQcFa?dl=0 OHL USA, Inc. is an AAE/EOE
Date posted: 12/11/2017