  
            GUY F. ATKINSON  CONSTRUCTION, LLC 
                Requests  
            Sub-bids from  All Qualified & Certified DBE Subcontractors/Suppliers/Consultants 
            for 
            San Bernardino County Transportation Authority  
            Invitation for Bid #23-1003032    
            Construction of the I-15 Corridor  
                Freight and  Express Lanes Project  - Contract 1 
                In Riverside and San Bernardino Counties 
            From 1.2 miles south of Cantu-Galleano Ranch Road Overcrossing in  Eastvale to  1.0 mile north of Baseline Ave OC in Fontana  
            Bids Wednesday, July 17, 2024 at 2:00 PM  
            **Addendums 1-7 Issued**  
            Seeking Subs, Services  & Supply for (but not  limited to):  RESIDENT ENGINEER OFFICE, TEMPORARY CONSTRUCTION CROSSING (MISSION), LEAD  COMPLIANCE PLAN, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, TRAFFIC  CONTROL SUPERVISOR, AUTOMATED WORK ZONE INFORMATION SYSTEM, TYPE II BARRICADE,  TYPE III BARRICADE, TEMPORARY PAVEMENT MARKING (PAINT), TEMPORARY TRAFFIC  STRIPE (PAINT), CHANNELIZER (SURFACE MOUNTED), PORTABLE RADAR SPEED FEEDBACK  SIGN SYSTEM DAY, TEMPORARY PAVEMENT MARKER, TEMPORARY BARRIER MARKER, TEMPORARY  BARRIER SYSTEM, PORTABLE CHANGEABLE MESSAGE SIGN (EA), LEVEL 2 CRITICAL PATH  METHOD SCHEDULE, TEMPORARY CRASH CUSHION MODULE, TEMPORARY CRASH CUSHION,  TEMPORARY TRAFFIC SCREEN, PLASTIC TRAFFIC DRUMS, JOB SITE MANAGEMENT, PREPARE  STORM WATER POLLUTION PREVENTION PLAN, STORM WATER SAMPLING AND ANALYSIS DAY,  STORM WATER ANNUAL REPORT, TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX),  TEMPORARY CHECK DAM, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL,  TEMPORARY GRAVEL BAG BERM, TEMPORARY CONSTRUCTION ENTRANCE, STREET SWEEPING,  TEMPORARY CONCRETE WASHOUT, TEMPORARY CREEK DIVERSION SYSTEMS, ASBESTOS COMPLIANCE  PLAN, REMOVE YELLOW THERMOPLASTIC TRAFFIC STRIPE (HAZARDOUS WASTE), TREATED  WOOD WASTE, CONTRACTOR-SUPPLIED BIOLOGIST (LS), REMOVE CONCRETE  (MISCELLANEOUS)(SQFT), TEMPORARY HIGH-VISIBILTY FENCE, CLEARING AND GRUBBING  (LS), DUST PALLIATIVE, ROADWAY EXCAVATION, STRUCTURE EXCAVATION, STRUCTURE  EXCAVATION (BRIDGE), STRUCTURE EXCAVATION (RETAINING WALL), STRUCTURE  EXCAVATION (SOUND WALL), STRUCTURE EXCAVATION (GROUND ANCHOR WALL), ABUTMENT  SAND FILL, STRUCTURE BACKFILL (BRIDGE), STRUCTURE BACKFILL (SLURRY CEMENT),  STRUCTURE BACKFILL (RETAINING WALL), STRUCTURE BACKFILL (SOUND WALL), STRUCTURE  BACKFILL (GROUND ANCHOR WALL), PERVIOUS BACKFILL MATERIAL (RETAINING WALL),  DITCH EXCAVATION, IMPORTED BORROW (CY), ROADSIDE CLEARING, ROCK BLANKET, SOIL  AMENDMENT, PACKET FERTILIZER, SLOW-RELEASE FERTILIZER, PLANT (GROUP F), PLANT  (GROUP K)(24" BOX), PLANT (GROUP Z)(PALM - 12' BTH), PLANT (GROUP A),  PLANT (GROUP B), PLANT (GROUP U), MAINTAIN EXISTING PLANTED AREAS, PLANT  ESTABLISHMENT WORK, WOOD MULCH, CHECK AND TEST EXISTING IRRIGATION FACILITIES,  OPERATE EXTISTING IRRIGATION FACILITIES, REMOVE IRRIGATION FACILITY, CONTROL  AND NEUTRAL CONDUCTORS (ARMOR-CLAD), 1" REMOTE CONTROL VALVE, 1 1/2"  REMOTE CONTROL VALVE, 2" REMOTE CONTROL VALVE, FLOW SENSOR, RISER  SPRINKLER ASSEMBLY (GEAR DRIVEN), POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN),  RISER SPRINKLER ASSEMBLY, 2 1/2" GATE VALVE, 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), 2 1/2" PLASTIC PIPE (SCHEDULE 40)(SUPPLY  LINE), 2 1/2" PLASTIC PIPE (CLASS 315)(SUPPLY LINE), BALL VALVE, 10"  CORRUGATED HIGH DENSITY POLYETHYLENE PIPE CONDUIT, MOVE-IN/MOVE-OUT (EROSION  CONTROL), HYDROMULCH, HYDROSEED, SEED MIX 1, HYDROSEED, SEED MIX 2, COMPOST,  INCORPORATE MATERIALS, PERMANENT EROSION CONTROL ESTABLISHMENT WORK (2 YR),  CLASS 2 AGGREGATE BASE (CY), ASPHALT TREATED PERMEABLE BASE, PRIME COAT, HOT  MIX ASPHALT (TYPE A), RUBBERIZED HOT MIX ASPHALT (GAP GRADED), PLACE HOT MIX  ASPHALT DIKE (TYPE C), PLACE HOT MIX ASPHALT DIKE (TYPE D), PLACE HOT MIX  ASPHALT DIKE (TYPE F), PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA), TACK COAT,  REMOVE ASPHALT CONCRETE PAVEMENT (SQFT), JOINTED PLAIN CONCRETE PAVEMENT,  JOINTED PLAIN CONCRETE PAVEMENT (RSC), ISOLATION JOINT SEAL (SILICONE), REMOVE  CONCRETE PAVEMENT (SQYD), GRIND EXISTING CONCRETE PAVEMENT, GROUND ANCHOR  (VERTICAL), GROUND ANCHOR (SUBHORIZONTAL), TEMPORARY SUPPORT (LOCATION A)  (15/10 Separation, Bridge No. 54-0909 R/L), TEMPORARY SUPPORT (LOCATION B)  (Etiwanda Ave UC, Bridge No. 54-0973 R/L), JACKING SUPERSTRUCTURE, FURNISH  STEEL PILING (HP 14 X 89), DRIVE STEEL PILE (HP 14 X 89), 42" PERMANENT  STEEL CASING, 66" PERMANENT STEEL CASING, 96" PERMANENT STEEL CASING,  24" CAST-IN-DRILLED-HOLE CONCRETE PILING, 30" CAST-IN-DRILLED-HOLE  CONCRETE PILING, 36" CAST-IN-DRILLED-HOLE CONCRETE PILING, 42"  CAST-IN-DRILLED-HOLE CONCRETE PILING, 54" CAST-IN-DRILLED-HOLE CONCRETE  PILING, 66" CAST-IN-DRILLED-HOLE CONCRETE PILING, 84" CAST-IN-DRILLED-HOLE  CONCRETE PILING, 90" CAST-IN-DRILLED-HOLE CONCRETE PILING, 96"  CAST-IN-DRILLED-HOLE CONCRETE PILING, MICROPILE, 16" CAST-IN-DRILLED-HOLE  CONCRETE PILING (BARRIER), 24" CAST-IN-DRILLED-HOLE CONCRETE PILING  (BARRIER), 16" CAST-IN-DRILLED-HOLE CONCRETE PILING (SOUND WALL), 60"  CAST-IN-DRILLED-HOLE CONCRETE PILE (SIGN FOUNDATION), TEST BORINGS (VINA VISTA  OH), TEST BORINGS (OH SIGN FOUNDATIONS), PRESTRESSING CAST-IN-PLACE CONCRETE,  STRUCTURAL CONCRETE (PIER PROTECTION), STRUCTURAL CONCRETE, BRIDGE FOOTING,  STRUCTURAL CONCRETE, BRIDGE, STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER),  STRUCTURAL CONCRETE, RETAINING WALL, STRUCTURAL CONCRETE, SOUND WALL,  STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N), STRUCTURAL CONCRETE, APPROACH SLAB  (TYPE R), STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N MODIFIED), STRUCTURAL  CONCRETE, APPROACH SLAB (TYPE R MODIFIED), STRUCTURAL CONCRETE , BOX CULVERT,  STRUCTURAL CONCRETE, DRAINAGE INLET, STRUCTURAL CONCRETE, DRAINAGE INVERT SLAB,  MINOR CONCRETE, MINOR CONCRETE (MINOR STRUCTURE), MINOR CONCRETE (BACKFILL),  PAVING NOTCH EXTENSION, DIAPHRAM BOLSTER, CONCRETE SURFACE TREATMENT (FLUTED  RIB), CONCRETE SURFACE TREATMENT (FLUTED RIB WITH DIAMOND EMBLEM), DRILL AND  GROUT DOWEL, DRILL AND BOND DOWEL, CLEAN EXPANSION JOINT, FURNISH PRECAST  PRESTRESSED CONCRETE BOX GIRDER (100'-110'), FURNISH PRECAST PRESTRESSED  CONCRETE WIDE-FLANGE GIRDER (30'-40'), FURNISH PRECAST PRESTRESSED CONCRETE  WIDE-FLANGE GIRDER (40'-50'), FURNISH PRECAST PRESTRESSED CONCRETE WIDE-FLANGE  GIRDER (60'-70'), FURNISH PRECAST PRESTRESSED CONCRETE WIDE-FLANGE GIRDER  (70'-80'), FURNISH PRECAST PRESTRESSED CONCRETE WIDE-FLANGE GIRDER (80'-90'),  FURNISH PRECAST PRESTRESSED CONCRETE WIDE-FLANGE GIRDER (100'-110'), FURNISH  PRECAST PRESTRESSED CONCRETE WIDE-FLANGE GIRDER (110'-120'), FURNISH PRECAST  PRESTRESSED CONCRETE WIDE-FLANGE GIRDER (120'-130'), FURNISH PRECAST  PRESTRESSED CONCRETE WIDE-FLANGE GIRDER (150'-160'), FURNISH PRECAST  PRESTRESSED CONCRETE DECK UNIT (SLAB TYPE)(40'-50'), FURNISH PRECAST  PRESTRESSED CONCRETE DECK UNIT (SLAB TYPE)(60'-70'), ERECT PRECAST PRESTRESSED  CONCRETE GIRDER, ERECT PRECAST PRESTRESSED CONCRETE BOX GIRDER, ERECT PRECAST  PRESTRESSED CONCRETE DECK UNIT, JOINT SEAL (FOR DAY CANYON INVERT SLAB AND  WALL), JOINT SEAL (MR 1/2"), JOINT SEAL (MR 1"), JOINT SEAL (MR 1  1/2"), JOINT SEAL ASSEMBLY (MR 2 1/2"), JOINT SEAL (MR 2"),  BONDED JOINT SEAL (MR 1 1/2"), BONDED JOINT SEAL (MR 2"), BONDED  JOINT SEAL (MR 2 1/2"), BAR REINFORCING STEEL, BAR REINFORCING STEEL  (BRIDGE), BAR REINFORCING STEEL (RETAINING WALL), BAR REINFORCING STEEL (PIER  PROTECTION), BAR REINFORCING STEEL (SOUND WALL), BAR REINFORCING STEEL (BOX  CULVERT), BAR REINFORCING STEEL (GRADE 80), HEADED BAR REINFORCEMENT,  STRUCTURAL SHOTCRETE, FURNISH SIGN STRUCTURE (BRIDGE MOUNTED WITH WALKWAY),  INSTALL SIGN STRUCTURE (BRIDGE MOUNTED WITH WALKWAY), FURNISH SIGN STRUCTURE  (TUBULAR), INSTALL SIGN STRUCTURE (TUBULAR), FURNISH SIGN STRUCTURE (VERSATILE  TRUSS), INSTALL SIGN STRUCTURE (VERSATILE TRUSS), FURNISH TOLL GANTRY  STRUCTURE, INSTALL TOLL GANTRY STRUCTURE, FURNISH TRDMS SIGN STRUCTURE (TRUSS),  INSTALL TRDMS SIGN STRUCTURE (TRUSS), REMOVE SIGN STRUCTURE (EA), REMOVE BRIDGE  MOUNTED SIGN, RELOCATE SIGN STRUCTURE, SOUND WALL (MASONRY BLOCK), ACCESS GATE  (SOUND WALL), PUBLIC SAFETY PLAN, CORE AND PRESSURE GROUT DOWEL, RAPID SETTING  CONCRETE (PATCH), REMOVE RETAINING WALL (PORTION) LF, REMOVE RETAINING WALL  (PORTION) LOCATION A (Ontario Mills Pkwy UC, Bridge No. 54-0911), REMOVE  RETAINING WALL (PORTION) LOCATION B (4th Street UC, Bridge No. 54-0912), REMOVE  CONCRETE DECK SURFACE, REMOVE UNSOUND CONCRETE, PREPARE CONCRETE BRIDGE DECK  SURFACE, FURNISH POLYESTER CONCRETE OVERLAY, PLACE POLYESTER CONCRETE OVERLAY,  TREAT BRIDGE DECK, FURNISH BRIDGE DECK TREATMENT MATERIAL, CORE CONCRETE  (10"), ACCESS OPENING, SOFFIT, APPROACH SLAB REMOVAL AND RECONSTRUCTION,  BRIDGE REMOVAL (PORTION), LOCATION A (Riverside Ave UC, Bridge No. 56-0693),  BRIDGE REMOVAL (PORTION), LOCATION B (15/60 Separation, Bridge No. 56-0691L),  BRIDGE REMOVAL (PORTION), LOCATION C (15/60 Separation, Bridge No. 56-0691R),  BRIDGE REMOVAL (PORTION), LOCATION D (Mission Blvd, Bridge No. 56-0695 R/L),  BRIDGE REMOVAL (PORTION), LOCATION E (Airport Dr. UC, Bridge No. 54-0906R),  BRIDGE REMOVAL (PORTION), LOCATION F (Vina Vista OH, Bridge No. 54-0907 R/L),  BRIDGE REMOVAL (PORTION), LOCATION G (15/10 Separation, Bridge No. 54-0909  R/L), BRIDGE REMOVAL (PORTION), LOCATION H (Ontario Mills Pkwy UC, Bridge No.  54-0911), BRIDGE REMOVAL (PORTION), LOCATION I (4th Street UC, Bridge No.  54-0912), BRIDGE REMOVAL (PORTION), LOCATION J (6th Street UC, Bridge No.  54-0918 R/L), BRIDGE REMOVAL (PORTION), LOCATION K (MWD Pipeline UC, Bridge No.  54-0986 R/L), BRIDGE REMOVAL (PORTION), LOCATION L (Rochester OH, Bridge No.  54-0919 R/L), BRIDGE REMOVAL (PORTION), LOCATION M (Day Canyon Channel Bridge,  Bridge No. 54-0920 R/L), BRIDGE REMOVAL (PORTION), LOCATION N (Arrow Route UC,  Bridge No. 54-0921 R/L), BRIDGE REMOVAL (PORTION), LOCATION O (15/66  Separation, Bridge No. 54-0922 R/L), BRIDGE REMOVAL (PORTION), LOCATION P (Etiwanda  Ave UC, Bridge No. 54-0973 R/L), BRIDGE REMOVAL (PORTION), LOCATION Q  (Philadelphia St UC, Bridge No. 54-0696), GROUND MONITORING, BRIDGE MONITORING,  EXISTING SUB-HORIZONTAL GROUND ANCHOR SURVEY, COLUMN CASING, REFINISH CONCRETE  SURFACE, 18" ALTERNATIVE PIPE CULVERT, 24" ALTERNATIVE PIPE CULVERT,  30" ALTERNATIVE PIPE CULVERT, SWALE TRASH CAPTURE SCREEN, 18"  REINFORCED CONCRETE PIP, JACKED 18" REINFORCED CONCRETE PIPE (CLASS V),  JACKED 24" REINFORCED CONCRETE PIPE (CLASS V), 24" REINFORCED  CONCRETE PIPE, 30" REINFORCED CONCRETE PIPE, 36" REINFORCED CONCRETE  PIPE, 18" SLOTTED CORRUGATED STEEL PIPE (.064" THICK), 24"  SLOTTED CORRUGATED STEEL PIPE (.064" THICK), 12" PERFORATED STEEL  PIPE UNDERDRAIN (.079" THICK), 3" PLASTICE PIPE (EDGE DRAIN), 3"  PLASTICE PIPE (EDGE DRAIN)(OUTLET) GEOCOMPOSITE DRAIN, 12" BITUMINOUS  COATED CORRUGATED STEEL PIPE DOWNDRAIN (.064" THICK), 36" BITUMINOUS  COATED CORRUGATED STEEL PIPE INLET (.064" THICK), 8" WELDED STEEL  PIPE (.188" THICK), 24" WELDED STEEL PIPE (.250" THICK), 18"  CONCRETE FLARED END SECTION, 24" CONCRETE FLARED END SECTION, 30"  CONCRETE FLARED END SECTION, ABANDON CULVERT, ABANDON INLET, REMOVE OVERSIDE  DRAIN, REMOVE GRATED LINE DRAIN, REMOVE CULVERT (LF), REMOVE DOWNDRAIN, REMOVE  CONCRETE APRON, REMOVE INLET, REMOVE FLARED END SECTION, ADJUST INLET, REMOVE  CONCRETE (CHANNEL), CAP INLET, SAND BACKFILL, REMOVE BOX CULVERT, REMOVE SLOPE  PAVING (LS), CONCRETE (DITCH LINING), SLOPE PAVING (CONCRETE), ROCK SLOPE  PROTECTION (150 lb, Class III, METHOD B) (CY), ROCK SLOPE PROTECTION (60 lb,  Class II, METHOD B) (CY), ROCK SLOPE PROTECTION FABRIC (CLASS 8), REMOVE ROCK  SLOPE PROTECTION, MINOR CONCRETE (CURB)(LF), MINOR CONCRETE (GUTTER)(LF), MINOR  CONCRETE (STAMPED CONCRETE), MINOR CONCRETE (CURB RAMP), MINOR CONCRETE (TOLL  PAD), REMOVE CONCRETE (CURB AND GUTTER), MISCELLANEOUS IRON AND STEEL,  ISOLATION CASING, MISCELLANEOUS METAL, MISCELLANEOUS METAL (BRIDGE),  MISCELLANEOUS METAL (SCREENED PIPE), BRIDGE DECK DRAINAGE SYSTEM, TEMPORARY  SIGNAL SYSTEMS (CITY), MODIFYING SIGNAL AND LIGHTING SYSTEMS (CITY), TEMPORARY  FENCE (TYPE CL-6), CHAIN LINK FENCE (TYPE CL-6), CHAIN LINK FENCE (TYPE CL-8),  4' CHAIN LINK GATE (TYPE CL-6), 5' CHAIN LINK GATE (TYPE CL-6), 6' CHAIN LINK  GATE (TYPE CL-6), 6' CHAIN LINK GATE (TYPE CL-8), REMOVE FENCE, REMOVE PAVEMENT  MARKER, DELINEATOR (CLASS 1), DELINEATOR (CLASS 1)(SURFACE MOUNTED), DELINEATOR  (CLASS 1)(SURFACE MOUNTED)(SPARE), GUARD RAILING DELINEATOR, PAVEMENT MARKER  (RETROREFLECTIVE), CONCRETE BARRIER MARKER, TREATMENT BEST MANAGEMENT PRACTICE  MARKER, REMOVE ROADSIDE SIGN, FURNISH LAMINATED PANEL SIGN (1"-TYPE A),  FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED), FURNISH SINGLE SHEET  ALUMINUM SIGN (0.080"-UNFRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN  (0.063"-FRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-FRAMED),  METAL (BARRIER MOUNTED SIGN), INSTALL BARRIER FLUSH MOUNTED SIGN, ROADSIDE SIGN  - ONE POST, ROADSIDE SIGN - TWO POST, INSTALL SIGN (STRAP AND SADDLE METHOD),  INSTALL SIGN OVERLAY, INSTALL ROADSIDE SIGN (LAMINATED WOOD BOX POST), MIDWEST  GUARDRAIL SYSTEM (STEEL POST), MIDWEST GUARDRAIL SYSTEM (WOOD POST), VEGETATION  CONTROL (MINOR CONCRETE), CHAIN LINK RAILING (TYPE 7), CHAIN LINK RAILING (TYPE  7 MODIFIED), DOUBLE MIDWEST GUARDRAIL SYSTEM, CABLE RAILING, TRANSITION RAILING  (TYPE WB-31), END CAP (TYPE A), END ANCHOR ASSEMBLY (TYPE SFT-M), ALTERNATIVE  IN-LINE TERMINAL SYSTEM, ALTERNATIVE CRASH CUSHION, CONCRETE ANCHOR BLOCK  (MODIFIED), CONCRETE BARRIER (TYPE 60MC), CONCRETE BARRIER (TYPE 60MD),  CONCRETE BARRIER (TYPE 60MG), CONCRETE BARRIER (TYPE 60MGA), CONCRETE BARRIER  (TYPE 60MGC), CONCRETE BARRIER (TYPE 60MGF), CONCRETE BARRIER (TYPE 60MS),  CONCRETE BARRIER (TYPE 60MGC LIGHT), CONCRETE BARRIER (TYPE 60MGA MODIFIED),  CONCRETE BARRIER (TYPE 60MGC MODIFIED), CONCRETE BARRIER (TYPE 60MD MODIFIED),  CONCRETE BARRIER (TYPE 836SV), CONCRETE BARRIER (TYPE 60MG MODIFIED), CONCRETE  BARRIER (TYPE 836), CONCRETE BARRIER (TYPE 836A), CONCRETE BARRIER (TYPE 836  MODIFIED), CONCRETE BARRIER TRANISTION, CONCRETE BARRIER (TYPE 842), REMOVE  GUARDRAIL, REMOVE DOUBLE METAL BEAM BARRIER, REMOVE CONCRETE BARRIER, REMOVE  CRASH CUSHION, REMOVE TEMPORARY RAILING (TYPE K), REMOVE PORTABLE CONCRETE  BARRIER (TYPE 60K), THERMOPLASTIC PAVEMENT MARKING (ENHANCED WET NIGHT  VISIBILITY), PREFORMED THERMOPLASTIC PAVEMENT MARKING, 6" THERMOPLASTIC  TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1), 6"  THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7),  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), 8"  THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12),  REMOVE THERMOPLASTIC TRAFFIC STRIPE, REMOVE THERMOPLASTIC PAVEMENT MARKING,  12" RUMBLE STRIP (CONCRETE PAVEMENT), 6" TRAFFIC STRIPE TAPE WITH  CONTRAST (WARRANTY) (BROKEN 36-12), 8" TRAFFIC STRIPE TAPE WITH CONTRAST  (WARRANTY), 8" TRAFFIC STRIPE TAPE WITH CONTRAST (WARRANTY)(BROKEN 12-3),  RAMP METERING SYSTEMS, TEMPORARY LIGHTING SYSTEMS, TEMPORARY SIGNAL SYSTEMS,  TEMPORARY RAMP METERING SYSTEMS, TEMPORARY ELECTRICAL SYSTEMS, MODIFYING FIBER  OPTIC CABLE SYSTEMS, MODIFYING LIGHTING SYSTEMS, MODIFYING SIGNAL AND LIGHTING  SYSTEMS, MODIFYING RAMP METERING SYSTEMS, MODIFYING INTERCONNECTION CONDUIT AND  CABLE, REMOVING RAMP METERING SYSTEMS, TRUCKING, & QAQC.  
            REFER TO PROJECT  SPECS AND ADDENDA 1&2 FOR COMPLETE BID ITEM LIST. 
            
              ENGINEER’S  ESTIMATE is $335,000,000  
             
            24% DBE Project Goal 
            *****Lower  Tier DBE participation is greatly encouraged***** 
            Guy F. Atkinson  Construction, LLC 
            18201  Von Karman Ave, 8th Floor, Irvine, CA  92612 
              Contractor’s License # 1004388 
  socal.estimating@atkn.com 
              Phone:  949-382-7145  /  Fax:   949-769-5600 
            Guy  F. Atkinson Construction, LLC is a union contractor and an Equal Opportunity  Employer.  Atkinson is signatory to the Carpenters,  Cement Masons, Laborers and Operating Engineers Unions. 100% Performance &  Payment Bonds from an approved surety company will be required for  subcontractors with contract value greater than $100,000.  Atkinson will pay the cost of bonds up to  2.0%.  Atkinson will assist in obtaining  necessary equipment, supplies, materials or related services.  We will split items of work (see project  specs for full list of bid items) and provide assistance for bonding, LOC and  insurance where needed.  Subcontractors  will be expected to sign Atkinson's standard subcontract and to comply with our  company's standard insurance requirements which include a waiver of  subrogation.  Please provide contractor's  license number, Department of Industrial Relations (DIR) registration number  and DBE cert # (if applicable) with your quote.  
            Atkinson requests that subs and vendors register in Building Connected  and prequalify in TradeTapp, or update, in our online system prior to bidding. 
            TO DOWNLOAD  PLANS, SPECS, THE INFO HANDOUT, ETC and VIEW Q&A:  Please go to  the                    SBCTA Vendor  Portal website: https://vendors.planetbids.com/portal/20136/portal-home 
            OR CONTACT  ATKINSON to access all bid documents through our online service,  BuildingConnected. 
            Please  contact Atkinson with any questions or for help with your bid.             
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