Reference: 03-2F5704
Place PC, PS Concrete Box Girder, CIDH & Structural Concrete Bridge
Various Locations from Crystal Springs Rd. Overcrossing to Cisco Overcrossing
Located in Placer County, CA

Owner: Caltrans

Bid Date:  09/03/2020 at 02:00 PM

We are requesting bids for the following trades and/or material suppliers:
LEAD COMPLIANCE PLAN, DEVELOP WATER SUPPLY, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, TYPE III BARRICADE, TEMPORARY PAVEMENT MARKING (PAINT), TEMPORARY TRAFFIC STRIPE (PAINT), PLASTIC TRAFFIC DRUMS, PORTABLE RADAR SPEED FEEDBACK SIGN SYSTEM DAY, 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, ASBESTOS COMPLIANCE PLAN, WORK AREA MONITORING (BRIDGE), TREATED WOOD WASTE, CONTRACTOR-SUPPLIED BIOLOGIST (LS), CLEARING AND GRUBBING (LS), ROADWAY EXCAVATION, STRUCTURE EXCAVATION (BRIDGE), STRUCTURE EXCAVATION (TYPE D), STRUCTURE EXCAVATION (ROCK), STRUCTURE BACKFILL (BRIDGE), IMPORTED BORROW (CY), MOVE-IN/MOVE-OUT (EROSION CONTROL), DRY SEED (SQFT), BONDED FIBER MATRIX (SQFT), FIBER ROLLS, PINE NEEDLE STRAW, FINISHING ROADWAY, CLASS 2 AGGREGATE BASE (CY), HOT MIX ASPHALT (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE E), PLACE HOT MIX ASPHALT DIKE (TYPE F), PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA), TACK COAT, COLD PLANE ASPHALT CONCRETE PAVEMENT, FURNISH STEEL PILING (HP 10 X 57), DRIVE STEEL PILE (HP 10 X 57), FURNISH STEEL PILING (HP 14 X 89), DRIVE STEEL PILE (HP 14 X 89), 36in. PERMANENT STEEL CASING, 48in. PERMANENT STEEL CASING, 72in. PERMANENT STEEL CASING, 24in. CAST-IN-DRILLED-HOLE CONCRETE PILING, 36in. CAST-IN-DRILLED-HOLE CONCRETE PILING, 48in. CAST-IN-DRILLED-HOLE CONCRETE PILING, 60in. CAST-IN-DRILLED-HOLE CONCRETE PILING, 72in. CAST-IN-DRILLED-HOLE CONCRETE PILING, PRESTRESSING STEEL (TRANSVERSE), STRUCTURAL CONCRETE, BRIDGE FOOTING, STRUCTURAL CONCRETE, BRIDGE, STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER), STRUCTURAL CONCRETE, DRAINAGE INLET, FURNISH PRECAST PRESTRESSED CONCRETE BOX GIRDER (50ft.-60ft.), FURNISH PRECAST PRESTRESSED CONCRETE BOX GIRDER (70ft.-80ft.), FURNISH PRECAST PRESTRESSED CONCRETE BOX GIRDER (80ft.-90ft.), ERECT PRECAST PRESTRESSED CONCRETE BOX GIRDER, JOINT SEAL (MR 1in.), JOINT SEAL (MR 2in.), BAR REINFORCING STEEL (BRIDGE), BAR REINFORCING STEEL (RETAINING WALL), BAR REINFORCING STEEL (EPOXY COATED) (BRIDGE), BAR REINFORCING STEEL (GALVANIZED), HEADED BAR REINFORCEMENT, BAR REINFORCING STEEL (STAINLESS STEEL) (BRIDGE), STRUCTURAL STEEL (PIPE PIN), FURNISH SIGN STRUCTURE (BRIDGE MOUNTED WITH WALKWAY), INSTALL SIGN STRUCTURE (BRIDGE MOUNTED WITH WALKWAY), FURNISH SIGN STRUCTURE (BRIDGE MOUNTED WITHOUT WALKWAY), INSTALL SIGN STRUCTURE (BRIDGE MOUNTED WITHOUT WALKWAY), REMOVE BRIDGE MOUNTED SIGN, PREPARE CONCRETE BRIDGE DECK SURFACE, FURNISH POLYESTER CONCRETE OVERLAY, PLACE POLYESTER CONCRETE OVERLAY, BRIDGE REMOVAL, LOCATION A, BRIDGE REMOVAL, LOCATION B, BRIDGE REMOVAL, LOCATION C, BRIDGE REMOVAL, LOCATION D, 18in. REINFORCED CONCRETE PIPE, 8in. CORRUGATED STEEL PIPE (.079in. THICK), 8in. PERFORATED STEEL PIPE UNDERDRAIN (.064in. THICK), 12in. CORRUGATED STEEL PIPE DOWNDRAIN (.079in. THICK), 12in. ENTRANCE TAPER, 12in. ANCHOR ASSEMBLY, DRAINAGE INLET MARKER, ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B) (CY), ROCK SLOPE PROTECTION FABRIC (CLASS 8), DETECTABLE WARNING SURFACE, MINOR CONCRETE (CURB, GUTTER, SIDEWALK AND DRIVEWAY), MINOR CONCRETE (CURB AND CURB RAMP), REMOVE CONCRETE (CURB AND GUTTER), MISCELLANEOUS IRON AND STEEL, MISCELLANEOUS METAL (BRIDGE), MARKER (CULVERT), REMOVE MARKER, REMOVE ROADSIDE SIGN, RESET ROADSIDE SIGN, FURNISH LAMINATED PANEL SIGN (1in.-TYPE A), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063in.-UNFRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080in.-UNFRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063in.-FRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080in.-FRAMED), ROADSIDE SIGN - ONE POST, ROADSIDE SIGN - TWO POST, INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD), MIDWEST GUARDRAIL SYSTEM, MIDWEST GUARDRAIL SYSTEM (STEEL POST), VEGETATION CONTROL (MINOR CONCRETE), CHAIN LINK RAILING (TYPE 6), TUBULAR BICYCLE RAILING, TRANSITION RAILING (TYPE WB-31), END ANCHOR ASSEMBLY (TYPE SFT), ALTERNATIVE IN-LINE TERMINAL SYSTEM, CONCRETE BARRIER (TYPE 60MGF), CONCRETE BARRIER (TYPE 60SD), CONCRETE BARRIER (TYPE 732SW MODIFIED), CONCRETE BARRIER (TYPE 836 MODIFIED), CONCRETE BARRIER TRANSITION, REMOVE GUARDRAIL, REMOVE CONCRETE BARRIER, 6in. THERMOPLASTIC TRAFFIC STRIPE, 6in. THERMOPLASTIC TRAFFIC STRIPE (BROKEN 36-12), REMOVE PAINTED TRAFFIC STRIPE (WATER BLASTING), REMOVE THERMOPLASTIC TRAFFIC STRIPE (WATER BLASTING), 12in. RUMBLE STRIP (ASPHALT CONCRETE PAVEMENT), 6in. METHYL METHACRYLATE PAINT TRAFFIC STRIPE, 4in. METHYL METHACRYLATE TRAFFIC STRIPE, 6in. METHYL METHACRYLATE PAINT TRAFFIC STRIPE (BROKEN 36-12), METHYL METHACRYLATE PAINT TRAFFIC STRIPE CROSSWALK AND PAVEMENT MARKING, 6in. METHYL METHACRYLATE PAINT TRAFFIC STRIPE (RECESSED), 8in. METHYL METHACRYLATE PAINT TRAFFIC STRIPE (RECESSED), METHYL METHACRYLATE PAINT TRAFFIC STRIPE CROSSWALK AND PAVEMENT MARKING (RECESSED), MODIFYING AUTOMATIC VEHICLE CLASSIFICATION SYSTEMS, LOCATING AND MAPPING UNDERGROUND FACILITIES, SIGN ILLUMINATION SYSTEM, CAMERA SYSTEMS, TEMPORARY SIGNAL SYSTEMS, MODIFYING ROADWAY WEATHER INFORMATION SYSTEMS, MODIFYING LIGHTING SYSTEMS, MODIFYING SIGN ILLUMINATION SYSTEMS, MODIFYING TRAFFIC MONITORING STATIONS, MODIFYING CHANGEABLE MESSAGE SIGN SYSTEMS, MODIFYING VARIABLE MESSAGE SIGN SYSTEMS, MODIFYING EXTINGUISHABLE MESSAGE SIGN SYSTEMS.

Bid documents can be viewed at or obtained from:
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 Miquela Fox at mfox@gsbridge.com.

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 or dave@gsbridge.com. 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.

GOLDEN STATE BRIDGE, INC
3701 MALLARD DRIVE
BENICIA, CA 94510
Phone: (925) 372-8000  Fax: (925) 372-8001
Email: MFOX@GSBRIDGE.COM
MIQUELA FOX

Published Jul 20, 2020 on
Construction Bid Source a Trade and Focus Publication
located at http://www.constructionbidsource.com
Phone: 1-888-786-9450 Fax: 209.772.3573