GOLDEN STATE BRIDGE, INC

Sub Trades needed, but not limited to: LEAD COMPLIANCE PLAN, DISPUTE RESOLUTION ADVISOR ON-SITE MEETING, HOURLY OFF-SITE DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, TEMPORARY PAVEMENT MARKING (PAINT), TEMPORARY TRAFFIC STRIPE (PAINT), CHANNELIZER (SURFACE MOUNTED), PORTABLE SIGNAL SYSTEMS (EA), TEMPORARY PEDESTRIAN ACCESS ROUTE, PORTABLE CHANGEABLE MESSAGE SIGN (LS), TEMPORARY RAILING (TYPE K), ALTERNATIVE TEMPORARY CRASH CUSHION, JOB SITE MANAGEMENT, PREPARE STORM WATER POLLUTION PREVENTION PLAN, RAIN EVENT ACTION PLAN, STORM WATER SAMPLING AND ANALYSIS DAY, STORM WATER ANNUAL REPORT, MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL), TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX), TEMPORARY COVER, TEMPORARY CHECK DAM, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY GRAVEL BAG BERM, TEMPORARY SILT FENCE, TEMPORARY CONSTRUCTION ENTRANCE, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, WATER QUALITY SAMPLING AND ANALYSIS DAY, WATER QUALITY MONITORING REPORT, WATER QUALITY ANNUAL REPORT, BAT AND BIRD EXCLUSION DEVICE, TREATED WOOD WASTE, CONTRACTOR-SUPPLIED BIOLOGIST (LS), HYDROACOUSTIC MONITORING, TEMPORARY HIGH-VISIBILITY FENCE, CLEARING AND GRUBBING (LS), ROADWAY EXCAVATION, ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY DEPOSITED LEAD), ROADWAY EXCAVATION (TYPE COM) (AERIALLY DEPOSITED LEAD), SHOULDER BACKING, (F) - STRUCTURE EXCAVATION (BRIDGE), (F) - STRUCTURE EXCAVATION (RETAINING WALL), STRUCTURE EXCAVATION (TYPE Z-2) (AERIALLY DEPOSITED LEAD), (F) - STRUCTURE BACKFILL (BRIDGE), (F) - STRUCTURE BACKFILL (RETAINING WALL), DITCH EXCAVATION, IMPORTED BORROW (CY), ROCK MULCH, WOOD MULCH, MOVE-IN/MOVE-OUT (EROSION CONTROL), ROLLED EROSION CONTROL PRODUCT (NETTING), HYDROMULCH, FIBER ROLLS, HYDROSEED, COMPOST (CY), INCORPORATE MATERIALS, CLASS 2 AGGREGATE BASE (CY), HOT MIX ASPHALT (TYPE A), ASPHALTIC EMULSION (BONDED WEARING COURSE), GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING FABRIC), 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 DIKE, COLD PLANE ASPHALT CONCRETE PAVEMENT, (F) - RETAINING WALL (MASONRY WALL), FURNISH STEEL PILING (HP 12 X 84), DRIVE STEEL PILE (HP 12 X 84), (F) - STRUCTURAL CONCRETE, BRIDGE FOOTING, (F) - STRUCTURAL CONCRETE, BRIDGE, (F) - STRUCTURAL CONCRETE, RETAINING WALL, (F) - STRUCTURAL CONCRETE, DRAINAGE INLET, (F) - MINOR CONCRETE (MINOR STRUCTURE), DRILL AND BOND DOWEL, CLEAN EXPANSION JOINT, FURNISH PRECAST PRESTRESSED CONCRETE DECK UNIT (30'-40'), ERECT PRECAST PRESTRESSED CONCRETE DECK UNIT, JOINT SEAL (MR 1/2"), JOINT SEAL (MR 1"), (F) - BAR REINFORCING STEEL (RETAINING WALL), (F) - BAR REINFORCING STEEL (EPOXY COATED) (BRIDGE), (F) - BAR REINFORCING STEEL (STAINLESS STEEL) (BRIDGE), PUBLIC SAFETY PLAN, CORE AND PRESSURE GROUT DOWEL, RAPID SETTING CONCRETE (PATCH), REMOVE UNSOUND CONCRETE, PREPARE CONCRETE BRIDGE DECK SURFACE, REFINISH CONCRETE SURFACE, FURNISH POLYESTER CONCRETE OVERLAY, (F) - PLACE POLYESTER CONCRETE OVERLAY, CORE CONCRETE (3"), CORE CONCRETE (1 1/2"), BRIDGE REMOVAL (PORTION), 24" ALTERNATIVE PIPE CULVERT, (F) - CONCRETE BACKFILL (PIPE TRENCH), IMPORTED BIOFILTRATION SOIL, 18" PLASTIC PIPE, 18" HDPE (TYPE S), GEOCOMPOSITE DRAIN, 18" ALTERNATIVE FLARED END SECTION, REMOVE CULVERT (LF), REMOVE INLET, CULVERT SLURRY-CEMENT BACKFILL, ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B) (CY), ROCK SLOPE PROTECTION FABRIC (CLASS 8), MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION), MINOR CONCRETE (CURB, SIDEWALK AND CURB RAMP), PRE/POST CONSTRUCTION SURVEYS, (F) - MISCELLANEOUS IRON AND STEEL, WATER MAIN RELOCATION, SANITARY SEWER FORCE MAIN RELOCATION, STAIN GALVANIZED SURFACES (LS), REMOVE PAVEMENT MARKER, PAVEMENT MARKER (RETROREFLECTIVE), RELOCATE ROADSIDE SIGN, FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED), ROADSIDE SIGN - ONE POST, INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD), MIDWEST GUARDRAIL SYSTEM (STEEL POST), (F) - PEDESTRIAN RAILING, (F) - CABLE RAILING, TRANSITION RAILING (TYPE WB-31), ALTERNATIVE IN-LINE TERMINAL SYSTEM, (F) - CALIFORNIA ST-75 BRIDGE RAIL (MODIFIED), REMOVE GUARDRAIL, THERMOPLASTIC PAVEMENT MARKING (ENHANCED WET NIGHT VISIBILITY), 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12), 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), REMOVE THERMOPLASTIC TRAFFIC STRIPE, REMOVE THERMOPLASTIC PAVEMENT MARKING, 6" TRAFFIC STRIPE TAPE WITH CONTRAST, MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, LIGHTING SYSTEM, MODIFYING SIGNAL AND LIGHTING SYSTEMS, MODIFYING FLASHING BEACON SYSTEMS, MOBILIZATION ALL ITEMS CAN BE BID IN FULL OR PARTIAL QUANTITIES.

Please call to discuss how Golden State Bridge, Inc. can assist you in your bonding, credit, and/or insurance needs. Also, let us know if you need assistance in obtaining necessary equipment, supplies, or materials for this project. If you are interested in submitting a subcontractor bid for this project, please fax us your quote at 925-372-8001. Should you have any questions regarding this bid, you may contact David Riccitiello at 925-372-8000. Please be advised, Contractors and subcontractors must register with The D.I.R. (Department of Industrial Relations) in order to bid on public works projects. Registration with The D.I.R. costs $400 and covers the fiscal year (July 1 to June 30th). To verify the status of your DIR number, please visit http://www.dir.ca.gov/Public-Works/Contractors.html. We are an Equal Opportunity Employer

Plans for this project are available for review at the office of Golden State Bridge, Inc. 3701 Mallard Drive, Benicia, CA 94510 between the hours of 8:00 and 5:00 pm. The plans can be also be downloaded for free at http://www.dot.ca.gov/des/oe/weekly-ads/all-adv-projects.php. If you would like the Plans and Specs emailed, please send your request to David Riccitiello at [email protected].