Construction #02-4G5504 (CONTINUED) PROJECT: COUNTY OF SACRAMENTO AC OVERLAY PROJECT FEDERAL Contract No STPL-5924(233)

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1 GRIFFITH COMPANY REQUESTING SUB-BIDS ON ALL TRADES From Qualified DBE Subcontractors & Suppliers, DBE Goal: 10% For the following project: CALTRANS #08-0K FOR CONSTRUCTION ON STATE HIGHWAY IN SAN BERNARDINO COUNTY IN REDLANDS FROM ORANGE STREET UNDERCROSSING TO REDLANDS BLVD OFF- RAMP UNDERCROSSING SCOPE OF WORK: LEAD COMPLIANCE PLAN, PROGRESS SCHEDULE (CRITICAL PATH METHOD), TIME- RELATED OVERHEAD (WDAY), DEVELOP WATER SUPPLY, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, AUTOMATED WORK ZONE INFORMATION SYSTEM, TEMPORARY PAVEMENT MARKING (PAINT), TEMPORARY TRAFFIC STRIPE (PAINT), CHANNELIZER (SURFACE MOUNTED), TEMPORARY PAVEMENT MARKER, TEMPORARY PEDESTRIAN ACCESS ROUTE, PORTABLE CHANGEABLE MESSAGE SIGN (LS), TEMPORARY RAILING (TYPE K), TEMPORARY C RASH CUSHION MODULE, TEMPORARY TRAFFIC SCREEN, JOB SITE MANAGEMENT, PREPARE STORM WATER POLLUTION PREVENTION PLAN, RAIN EVENT ACTION PLAN, STORM WATER SAMPLING AND ANALYSIS DAY, STORM WATER ANNUAL REPORT, TEMPORARY SOIL BINDER, TEMPORARY COVER, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, TREATED WOOD WASTE, REMOVE CONCRETE (MISCELLANEOUS) (CY), CLEARING AND GRUBBING (LS), ROADWAY EXCAVATION, FINISHING ROADWAY, CLASS 2 AGGREGATE SUBBASE, CLASS 2 AGGREGATE BASE (CY), LEAN CONCRETE BASE, LEAN CONCRETE BASE RAPID SETTING, REPLACE BASE, BASE BOND BREAKER, REPLACE ASPHALT CONCRETE SURFACING, PRIME COAT, HOT MIX ASPHALT (TYPE A), MINOR HOT MIX ASPHALT, RUBBERIZED HOT MIX ASPHALT (GAP GRADED), PLACE HOT MIX ASPHALT DIKE (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE C), 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, REMOVE BASE AND SURFACING, JOINTED PLAIN CONCRETE PAVEMENT, JOINTED PLAIN CONCRETE PAVEMENT (RSC), DRILL AND BOND (DOWEL BAR), INDIVIDUAL SLAB REPLACEMENT (RSC)), JOINT SEAL (PREFORMED COMPRESSION), REPLACE JOINT SEAL (PREFORMED COMPRESSION, 7/16 TO 13/16 ), ISOLATION JOINT SEAL (PREFORMED COMPRESSION), REMOVE CONCRETE PAVEMENT AND BASE, GRIND EXISTING CONCRETE PAVEMENT, STRUCTURAL CONCRETE, APPROACH SLAB (TYPE R), MINOR CONCRETE (MINOR STRUCTURE), PAVING NOTCH EXTENSION, CLEAN EXPANSION JOINT, JOINT SEAL (MR 1 ), BONDED JOINT SEAL (MR 2 ), BONDED JOINT SEAL (MR 1 1/2 ), BAR REINFORCING STEEL, DETECTABLE WARNING SURFACE, MINOR CONCRETE (GUTTER DEPRESSION), MINOR CONCRETE (CURB, SIDEWALK AND CURB RAMPS), REMOVE CONCRETE SIDEWALK (SQYD), REMOVE CONCRETE (CURB AND GUTTER), PRE/POST CONSTRUCTION SURVEYS, SURVEY MONUMENT (TYPE D), REMOVE PAVEMENT MARKER, PAVEMENT MARKER (RETROREFLECTIVE), REMOVE ROADSIDE SIGN, FURNISH SINGLE SHEET ALUMINUM SIGN ( UNFRAMED), ROADSIDE SIGN-ONE POST, MIDWEST GUARDRAIL SYSTEM (STEEL POST), VEGETATION CONTROL (MINOR CONCRETE), TRANSITION RAILING (TYPE WB-31), END CAP (TYPE A), END CAP (TYPE TC), END ANCHOR ASSEMBLY (TYPE SFT), ALTERNATIVE FLARED TERMINAL SYSTEM, SOFTSTOP TERMINAL SYSTEM, CONCRETE BARRIER (TYPE 60), CONCRETE BARRIER (TYPE 60GC MOD), CONCRETE BARRIER TRANSITION, SALVAGE GUARDRAIL, RECONSTRUCT GUARDRAIL, REMOVE CONCRETE BARRIER, THERMOPLASTIC PAVEMENT MARKING (ENHANCED WET NIGHT VISIBILITY), PAINT TRAFFIC STRIPE (2- COST), 6 THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY), 8 THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY), REMOVE THERMOPLASTIC TRAFFIC STRIPE, REMOVE THERMOPLASTIC PAVEMENT MARKING, MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, MICROWAVE VEHICLE DETECTION SYSTEM, MODIFYING EXISTING G ELECTRICAL SYSTEM, MOBILIZATION. BIDS: FEBRUARY 13, 2018 AT 2:00 PM BIDS DUE: FEBRUARY 13, 2018 AT 2:00 PM Plans & Specs are available for review from 7:00 am - 5:00 pm Monday through Friday at: GRIFFITH COMPANY (AN EQUAL OPPORTUNITY EMPLOYER) BLOOMFIELD AVENUE, SANTA FE SPRINGS, CA Phone: (562) Fax (562) Contact: Scott McLure, Estimator 100% BONDING MAY BE REQUIRED FOR ALL SUBCONTRACTORS. ASSISTANCE AVAILABLE IN OBTAINING BONDS, LINES OF CREDIT, INSURANCE, NECESSARY EQUIPMENT & TECHNICAL ASSISTANCE. GRIFFITH COMPANY INTENDS T O CONDUCT ITSELF IN GOOD FAITH WITH DBE FIRMS REGARDING DESILVA GATES Construction Dublin Blvd., P.O. Box 2909 Dublin, CA (925) Fax (925) Contractors License No A DeSilva Gates Construction (DGC) is preparing a bid as a Prime Contractor PROJECT: COUNTY OF SACRAMENTO AC OVERLAY PROJECT FEDERAL Contract No STPL-5924(233) OWNER: COUNTY OF SACRAMENTO CONTRACT & PURCHASING SERVICES DEPARTMENT OF GENERAL SERVICES 9660 Ecology Lane, Sacramento, CA BID DATE: FEBRUARY 8, 2:00 P.M. ESTIMATOR: ERIC ALLRED DGC is soliciting quotations from certified Disadvantaged Business Enterprises, for the following types of work and supplies/materials including but not limited to: AC DIKE, ADJUST IRON, COLD PLANE, CONSTRUCTION AREA SIGNS, ELECTRICAL, EMULSION SUPPLIER, EROSION CONTROL, FABRIC/GEOSYNTHETIC PAVEMENT INTERLAYER, MINOR CONCRETE, MINOR CONCRETE STRUCTURE, PAVING FABRIC, ROADWAY EXCAVATION, STRIPING, SWPPP PREP/WATER POLLUTION CONTROL PLAN PREPARE, TESTING, TRAFFIC CONTROL/ENGINEER, TREE REMOVAL/TRIMMING, TRUCKING, WATER TRUCKS, STREET SWEEPING, CLASS 2 AGGREGATE BASE MATERIAL, HOT MIX ASPHALT (TYPE A) MATERIAL, RUBBERIZED HMA (GAP GRADE) MATERIAL. Plans and specifications may be reviewed at our offices located at Dublin Blvd, Dublin, CA or 7700 College Town Drive, Sacramento, CA, or at your local Builders Exchange, or reviewed and downloaded from the ftp site at: ftp://ftp%25desilvagates.com.f7pa55wd@pub.desilvagates.com (if prompted the user name is ftp@desilvagates.com and password is f7pa55wd) or from the Owner. Fax your bid to to the attention of Estimator Eric Allred. If you have questions for the Estimator, call at (925) When submitting any public works bid please include your DUNS number and DIR number. For questions regarding registration for DIR use the link at: If you need DBE support services and assistance in obtaining bonding, lines of credit, insurance, necessary equipment, materials and/or supplies or related assistance or services, for this project call the Estimator at , or contact your local Small Business Development Center Network ( or contact the California Southwest Transportation Resource Center ( DGC is willing to breakout portions of work to increase the expectation of meeting the DBE goal. will be a PREVAILING WAGE JOB. DGC is an equal opportunity employer. REQUEST FOR QUALIFIED DBE SUBCONTRACTORS & SUPPLIERS FOR: INVITATION TO BID TO: DBE/ALL QUALIFIED SUBCONTRACTORS & SUPPLIERS WE WOULD APPRECIATE YOUR SUB-BIDS AND/OR MATERIAL QUOTE FOR THE FOLLOWING PROJECT: State of California Department of Transportation - Caltrans Reconstruct with HMA and PCC, and Widen Structure and Upgrade Rails FOR CONSTRUCTION ON STATE HIGHWAY IN SISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS - Contract # 02-4G Engineer s Estimate: $51,000, BID DATE: 2 PM GOAL: 10% DBE J.F. Shea Construction is requesting quotes from all qualified subcontractors and suppliers including certified DBE firms for all items of work, including but not limited to: LEAD COMPLIANCE PLAN; PROGRESS SCHEDULE (CRITICAL PATH METHOD); TIME-RELATED OVERHEAD (LS); DEVELOP WATER SUPPLY; CONSTRUCTION AREA SIGNS; TRAFFIC CONTROL SYSTEM; TRAFFIC CONTROL SURVEILLANCE; FLASHING ARROW SIGN; TYPE III BARRICADE; TEMPORARY PAVEMENT MARKING (PAINT); TEMPORARY TRAFFIC STRIPE (PAINT); CHANNELIZER (SURFACE MOUNTED); TRAFFIC PLASTIC DRUM; FLASHING BEACON (PORTABLE); TEMPORARY PAVEMENT MARKER; PORTABLE CHANGEABLE MESSAGE SIGN (LS); PORTABLE RADAR TRAILER; TEMPORARY RAILING (TYPE K); TEMPORARY CRASH CUSHION MODULE; 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; TEMPORARY CHECK DAM; TEMPORARY DRAINAGE INLET PROTECTION; TEMPORARY FIBER ROLL; STREET SWEEPING; TEMPORARY CONCRETE WASHOUT; ASBESTOS COMPLIANCE PLAN; TREATED WOOD WASTE; REMOVE CONCRETE (CY); TEMPORARY HIGH-VISIBILITY FENCE; ROADWAY EXCAVATION; SHOULDER BACKING; STRUCTURE EXCAVATION (BRIDGE); STRUCTURE BACKFILL (BRIDGE); DITCH EXCAVATION; IMPORTED BORROW (CY); SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS; HYDROMULCH; STRAW; HYDROSEED; FINISHING ROADWAY; CLASS 2 AGGREGATE BASE (CY); PREPAVING INERTIAL PROFILER; PREPARING GRINDING DAY; REPLACE ASPHALT CONCRETE SURFACING; HOT MIX ASPHALT (TYPE A); HOT MIX ASPHALT BASE (TYPE A); DATA CORE; PLACE HOT MIX ASPHALT DIKE (TYPE A); 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; COLD PLANE ASPHALT CONCRETE PAVEMENT; CONTINUOUSLY REINFORCED CONCRETE PAVEMENT; JOINTED PLAIN CONCRETE PAVEMENT; CLEAN AND FILL SHOULDER GROUND-IN INDENTATIONS WITH POLYESTER CONCRETE; JOINT SEAL (SILICONE); ISOLATION JOINT SEAL (SILICONE); FURNISH STEEL PILING (HP 12 X 84); DRIVE STEEL PILE (HP 12 X 84); 60 CAST- IN-DRILLED-HOLE CONCRETE PILE (SIGN FOUNDATION); STRUCTURAL CONCRETE, BRIDGE; STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER); STRUCTURAL CONCRETE, CORBEL; STRUCTURAL CONCRETE, HEADWALL; STRUCTURAL CONCRETE, DRAINAGE INLET; MINOR CONCRETE (MINOR STRUCTURE); DRILL AND BOND DOWEL; DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) (LF); FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE GIRDER ( ); ERECT PRECAST PRESTRESSED CONCRETE GIRDER; JOINT SEAL (MR 1 ); BAR REINFORCING STEEL (BRIDGE); BAR REINFORCING STEEL (EPOXY COATED) (BRIDGE); FURNISH SIGN STRUCTURE (TRUSS); INSTALL SIGN STRUCTURE (TRUSS); REMOVE SIGN STRUCTURE (EA); PREPARE CONCRETE BRIDGE DECK SURFACE; FURNISH POLYESTER CONCRETE OVERLAY; PLACE POLYESTER CONCRETE OVERLAY; BRIDGE REMOVAL (PORTION), LOCATION A; BRIDGE REMOVAL (PORTION), LOCATION B; BRIDGE REMOVAL (PORTION), LOCATION C; CLEAN AND PLACE POLYESTER CONCRETE FILL; 12 ALTERNATIVE PIPE CULVERT; 18 ALTERNATIVE PIPE CULVERT; 24 ALTERNATIVE PIPE CULVERT; 30 ALTERNATIVE PIPE CULVERT; CONCRETE BACKFILL (PIPE TRENCH); 12 TEMPORARY CULVERT; 12 REINFORCED CONCRETE PIPE CULVERT; 15 TEMPORARY REINFORCED CONCRETE PIPE CULVERT;18 REINFORCED CONCRETE PIPE; 24 REINFORCED CONCRETE PIPE; 30 REINFORCED CONCRETE PIPE; 12 POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (0.79 THICK); 18 POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (0.109 THICK); 8 PERFORATED STEEL PIPE UNDERDRAIN (.064 THICK); 8 PERFORATED PLASTIC PIPE UNDERDRAIN; 8 NON-PERFORATED PLASTIC PIPE (UNDERDRAIN OUTLET); 3 PLASTIC PIPE (EDGE DRAIN OUTLET); PERMEABLE MATERIAL (BRIDGE); REMOVE FLARED END SECTION; 24 STEEL FLARED END SECTION; 24 CONCRETE FLARED END SECTION; 18 ALTERNATIVE FLARED END SECTION; 24 ALTERNATIVE FLARED END SECTION; 36 PRECAST CONCRETE PIPE INLET; ABANDON CULVERT (LF); REMOVE GRATED LINE DRAIN; REMOVE CULVERT (LF); REMOVE INLET; REMOVE HEADWALL; ADJUST INLET; ADJUST UTILITY COVER TO GRADE; MODIFY INLET; CAP INLET; CLEANING, INSPECTING, AND PREPARING CULVERT (LF); SAND BACKFILL; 18 CURED-IN-PLACE PIPELINER; 24 CURED-IN-PLACE PIPELINER; 30 CURED-IN-PLACE PIPELINER; 36 CURED-IN-PLACE PIPELINER; HDPE PLASTIC PIPELINER (22 OD SDR 32.5); ROCK SLOPE PROTECTION (150 LB, CLASS III, METHOD B) (CY); MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION); MINOR CONCRETE (CURB AND GUTTER); MINOR CONCRETE (TEXTURED PAVING); MISCELLANEOUS IRON AND STEEL; PREPARE AND STAIN CONCRETE; REMOVE PAVEMENT MARKER; REMOVE DELINEATOR; DELINEATOR (CLASS 2); CONCRETE BARRIER DELINEATOR; PAVEMENT MARKER (RETROREFLECTIVE); PAVEMENT MARKER (RETROREFLECTIVE-RECESSED); MILEPOST MARKER; MARKER (CULVERT); MARKER ((CULVERT) (BARRIER MOUNTED); OBJECT MARKER (TYPE P); OBJECT MARKER (TYPE L-1); REMOVE MARKER; REMOVE ROADSIDE SIGN (WOOD POST); REMOVE ROADSIDE SIGN (METAL POST); REMOVE ROADSIDE SIGN (STRAP AND SADDLE BRACKET METHOD); REMOVE ROADSIDE SIGN PANEL; REMOVE ROADSIDE SIGN (STEEL POST); REMOVE SIGN FROM SIGN FRAME; RESET ROADSIDE SIGN (METAL POST); #02-4G5504 (CONTINUED) RELOCATE ROADSIDE SIGN (METAL POST); FURNISH LAMINATED PANEL SIGN (1"-TYPE B); FURNISH SINGLE SHEET ALUMINUM SIGN ( FRAMED); METAL (BARRIER MOUNTED SIGN); ROADSIDE SIGN-ONE POST; ROADSIDE SIGN-TWO POST; INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD); INSTALL SIGN PANEL ON EXISTING FRAME; INSTALL ROADSIDE SIGN PANEL ON EXISTING POST; INSTALL ROADSIDE SIGN (LAMINATED WOOD BOX POST); FURNISH LAMINATED WOOD BOX POST (TYPE L); FURNISH LAMINATED WOOD BOX POST (TYPE M); FURNISH FORMED PANEL SIGN (OVERHEAD) FOR RETROREFLECTIVE SHEETING (TYPE XI); FURNISH LAMINATED PANEL SIGN (1 -TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI); FURNISH LAMINATED PANEL SIGN (1 -TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI); FURNISH LAMINATED PANEL SIGN (2 1/2 -TYPE B); FOR RETROREFLECTIVE SHEETING (TYPE XI); FURNISH SINGLE SHEET ALUMINUM SIGN ( UNFRAMED ) FOR RETROREFLECTIVE SHEETING (TYPE XI); FURNISH SINGLE SHEET ALUMINUM SIGN ( FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI); FURNISH SINGLE SHEET ALUMINUM SIGN ( FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI); RETROREFLECTIVE SHEETING (TYPE XI), MIDWEST GUARDRAIL SYSTEM (STEEL POST); MIDWEST GUARDRAIL SYSTEM (7 POST); DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL POST); SINGLE THRIE BEAM BARRIER (STEEL POST); DOUBLE THRIE BEAM BARRIER (STEEL POST); TRANSITION RAILING (TYPE WB-31); RAIL TENSIONING ASSEMBLY; END CAP (TYPE A); END CAP (TYPE TC); END ANCHOR ASSEMBLY (TYPE SFT); ALTERNATIVE IN-LINE TERMINAL SYSTEM; ALTERNATIVE FLARED TERMINAL SYSTEM MEDIAN TERMINAL; ALTERNATIVE CRASH CUSHION SYSTEM; CONCRETE BARRIER (TYPE 60PR); CONCRETE BARRIER (TYPE 60C); CONCRETE BARRIER (TYPE 742); CONCRETE BARRIER (TYPE 742A); CONCRETE BARRIER (TYPE 742 MODIFIED); CONCRETE B BARRIER (TYPE 742A MODIFIED); REMOVAL GUARDRAIL; SALVAGE METAL BRIDGE RAILING;; RELOCATE CONCRETE BARRIER (TYPE K); REMOVE CONCRETE BARRIER; THERMOPLASTIC PAVEMENT MARKING; THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE); 9 PERMANENT TAPE TRAFFIC STRIPE (BROKEN 36-12) (RECESSED); 9 PERMANENT TAPE TRAFFIC STRIPE (BROKEN 17-7) (RECESSED); 9 PERMANENT TAPE TRAFFIC STRIPE (RECESSED); 11 PERMANENT TAPE TRAFFIC STRIPE (RECESSED) 15 PERMANENT TAPE TRAFFIC STRIPE (RECESSED); REMOVE THERMOPLASTIC TRAFFIC STRIPE; REMOVE THERMOPLASTIC PAVEMENT MARKING; 12 RUMBLE STRIP (ASPHALT CONCRETE PAVEMENT); 12 RUMBLE STRIP (CONCRETE PAVEMENT); MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION; SIGN ILLUMINATION SYSTEM; TRAFFIC MONITORING STATION SYSTEM; MODIFYING EXISTING ELECTRICAL SYSTEM ; MOBILIZATION. J.F. Shea Construction, Inc. is a union signatory contractor. Subcontractors must possess a current contractor s license, insurance coverage and worker s compensation for the entire length of the contract. All subcontractors will be required to sign our standard Subcontract Agreement. 100% payment and performance bonds may be required. Please call if you need assistance in obtaining insurance, bonding, equipment, materials and/or supplies. Plans and specifications can be viewed at our office located at Clear Creek Road, Redding, CA or call for any additional needed project information. J.F. Shea Construction Inc. intends to work cooperatively with all qualified firms seeking work on this project. We are an equal opportunity employer and will work with any interested subcontractor to identify opportunities to break items into economically feasible packages. Women and Minority Employees are encouraged to apply. J.F. SHEA CONSTRUCTION, INC. P.O. Box , Redding, CA Phone: (530) Fax: (530)

2 GRANITE Services Needed: Granite Construction Company (Granite) an Equal Opportunity Business Employer is requesting quotes from all qualified subcontractors and suppliers including certified DBE firms for the following project: CALTRANS DISTRICT 02- CONTRACT #02-4G5504 CONSTRUCTION ON STATE HIGHWAY IN SISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS- - DBE GOAL: 10% Scope of work: Reconstruct with HMA and PCC, Widen Structure and Upgrade Rails BID DATE/TIME: FEBRUARY 7, 2:00 P.M. 100% of the items of work, including but not limited to: 1-LEAD COMPLIANCE PLAN, 2-PROGRESS SCHEDULE, 3-TIME- RELATED OVERHEAD (WDAY), 4-DEVELOP WATER SUPPLY, 5-CONSTRUCTION AREA SIGNS, 6-TRAFFIC CONTROL SYSTEM, 7-TRAFFIC CONTROL SURVEILLANCE, 8-FLASHING ARROW SIGN, 9-TYPE III BARRICADE, 10-TEMPORARY PAVEMENT MARKING (PAINT), 11-TEMPORARY TRAFFIC STRIPE (PAINT), 12-CHANNELIZER (SURFACE MOUNTED), 13-TRAFFIC PLASTIC DRUM, 14-FLASHING BEACON (PORTABLE), 15-TEMPORARY PAVEMENT MARKER, 16-PORTABLE CHANGEABLE MESSAGE SIGN (LS), 17-PORTABLE RADAR TRAILER, 18-TEMPORARY RAILING (TYPE K), 19-TEMPORARY CRASH CUSHION MODULE, 20-ALTERNATIVE TEMPORARY CRASH CUSHION, 21- JOB SITE MANAGEMENT, 22-PREPARE STORM WATER POLLUTION PREVENTION PLAN, 23-RAIN EVENT ACTION PLAN, 24-STORM WATER SAMPLING AND ANALYSIS DAY, 25-STORM WATER ANNUAL REPORT, 26-MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL), 27-TEMPORARY HYDRAULIC MULCH, 28- TEMPORARY CHECK DAM, 29-TEMPORARY DRAINAGE INLET PROTECTION, 30-TEMPORARY FIBER ROLL, 31-STREET SWEEPING, 32-TEMPORARY CONCRETE WASHOUT, 33-ASBESTOS COMPLIANCE PLAN, 34-TREATED WOOD WASTE, 35- REMOVE CONCRETE (CY), 36-TEMPORARY HIGH-VISIBILITY FENCE, 37-ROADWAY EXCAVATION, 38-SHOULDER BACKING, 39(F)-STRUCTURE EXCAVATION (BRIDGE), 40(F)-STRUCTURE BACKFILL (BRIDGE), 41-DITCH EXCAVATION, 42-IMPORTED BORROW (CY), 43-SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS A1, 44-HYDROMULCH, 45-STRAW, 46-HYDROSEED, 47- FINISHING ROADWAY, 48-CLASS 2 AGGREGATE BASE (CY), 49-PREPAVING INERTIAL PROFILER, 50-PREPAVING GRINDING DAY, 51-REPLACE ASPHALT CONCRETE SURFACING, 52-HOT MIX ASPHALT (TYPE A), 53-HOT MIX ASPHALT BASE (TYPE A), 54-DATA CORE, 55-PLACE HOT MIX ASPHALT DIKE (TYPE A), 56-PLACE HOT MIX ASPHALT DIKE (TYPE C), 57-PLACE HOT MIX ASPHALT DIKE (TYPE D), 58-PLACE HOT MIX ASPHALT DIKE (TYPE F), 59-PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA), 60-TACK COAT, 61-COLD PLANE ASPHALT CONCRETE PAVEMENT, 62-CONTINUOUSLY REINFORCED CONCRETE PAVEMENT, 63-JOINTED PLAIN CONCRETE PAVEMENT, 64-CLEAN AND FILL SHOULDER GROUND- IN INDENTATIONS WITH POLYESTER CONCRETE, 65-JOINT SEAL (SILICONE), 66-ISOLATION JOINT SEAL (SILICONE), 67- FURNISH STEEL PILING (HP 12 X 84), 68-DRIVE STEEL PILE (HP 12 X 84), INCH CAST-IN-DRILLED-HOLE CONCRETE PILE (SIGN FOUNDATION), 70(F)-STRUCTURAL CONCRETE, BRIDGE, 71(F)-STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER), 72(F) - STRUCTURAL CONCRETE, CORBEL, 73(F)- STRUCTURAL CONCRETE, HEADWALL, 74(F) - STRUCTURAL CONCRETE, DRAINAGE INLET, 75(F)-MINOR CONCRETE (MINOR STRUCTURE), 76 DRILL AND BOND DOWEL, 77-DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) (LF), 78-FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE GIRDER ( ), 79(F)-ERECT PRECAST PRESTRESSED CONCRETE GIRDER, 80-JOINT SEAL (MR 1 INCH), 81(F)-BAR REINFORCING STEEL (BRIDGE), 82(F)-BAR REINFORCING STEEL (EPOXY COATED) (BRIDGE), 83(F)-FURNISH SIGN STRUCTURE (TRUSS), 84(F)-INSTALL SIGN STRUCTURE (TRUSS), 85-REMOVE SIGN STRUCTURE (EA), 86-PREPARE CONCRETE BRIDGE DECK SURFACE, 87-FURNISH POLYESTER CONCRETE OVERLAY, 88(F)-PLACE POLYESTER CONCRETE OVERLAY, 89-BRIDGE REMOVAL (PORTION), LOCATION A, 90-BRIDGE REMOVAL (PORTION), LOCATION B, 91-BRIDGE REMOVAL (PORTION), LOCATION C, 92-CLEAN AND PLACE POLYESTER CONCRETE FILL, INCH ALTERNATIVE PIPE CULVERT, INCH ALTERNATIVE PIPE CULVERT, INCH ALTERNATIVE PIPE CULVERT, INCH ALTERNATIVE PIPE CULVERT, 97(F)- CONCRETE BACKFILL (PIPE TRENCH), INCH TEMPORARY CULVERT, INCH TEMPORARY REINFORCED CONCRETE PIPE CULVERT, INCH TEMPORARY REINFORCED CONCRETE PIPE CULVERT, INCH REINFORCED CONCRETE PIPE, INCH REINFORCED CONCRETE PIPE, INCH REINFORCED CONCRETE PIPE, INCH POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (0.079 INCH THICK), INCH POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (0.109 INCH THICK), INCH PERFORATED STEEL PIPE UNDERDRAIN (.064 INCH THICK), INCH PERFORATED PLASTIC PIPE UNDERDRIAN, INCH NON-PERFORATED PLASTIC PIPE UNDERDRAIN OUTLET), INCH PLASTIC PIPE (EDGE DRAIN OUTLET), 110(F)-PERMEABLE MATERIAL (BRIDGE), INCH STEEL FLARED END SECTION, INCH CONCRETE FLARED END SECTION, INCH ALTERNATIVE FLARED END SECTION, INCH ALTERNATIVE FLARED END SECTION, INCH PRECAST CONCRETE PIPE INLET, 116-ABANDON CULVERT (LF), 117-REMOVE GRATED LINE DRAIN, 118-REMOVE CULVERT (LF), 119-REMOVE INLET, 120-REMOVE HEADWALL, 121- REMOVE FLARED END SECTION (EA), 122-ADJUST INLET, 123-MODIFY INLET, 124-CAP INLET, 125-CLEAINING, INSPECTING, AND PREPARING CULVERT (LF), 126-SAND BACKFILL, INCH CURED-IN-PLACE PIPELINER, INCH, CURED-IN-PLACE PIPELINER, INCH CURED-IN-PLACE PIPELINER, INCH CURED-IN-PLACE PIPELINER, 131- HDPE PLASTIC PIPELINER (22 INCH OD SDR 32.5), 132-ROCK SLOP PROTECTION (150 LB, CLASS III, METHOD B) (CY), 133- MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION), 134-MINOR CONCRETE (CURB AND GUTTER), 135-MINOR CONCRETE (TEXTURED PAVING), 136(F)-MISCELLANEOUS IRON AND STEEL, 137-PREPRE AND STAIN CONCRETE, 138- REMOVE PAVEMENT MARKER, 139-REMOVE DELINEATOR, 140-DELINEATOR (CLASS 2), 141-CONCRETE BARRIER DELINEATOR, 142-PAVEMENT MARKER RETROREFLECTIVE 143-PAVEMENT MARKER (RETROREFLECTIVE-RECESSED)D, 144- MILEPOST MARKER, 145-MARKER (CULVERT), 146-MARKER (CULVERT) (BARRIER MOUNTED), 147-OBJECT MARKER (TYPE P), 148-OBJECT MARKER (TYPE L-1), 149-REMOVE MARKER, 150-REMOVE ROADSIDE SIGN (WOOD POST), 151-REMOVE ROADSIDE SIGN (METAL POT), 152-REMOVE ROADSIDE SIGN (STRAP AND SADDLE BRACKET METHOD), 153-REMOVE ROADSIDE SIGN PANEL, 154-REMOVE ROADSIDE SIGN (STEEL POST), 155-REMOVE SIGN FROM SIGN FRAME, 156-RESET ROADSIDE SIGN (METAL POST), 157-RELOCATE ROADSIDE SIGN (METAL POST), 158-FURNISH LAMINATED PANEL SIGN (1 INCH-TYPE B), 159-FURNISH SINGLE SHEET ALUMINUM SIGN (0.080 INCH-FRAMED), 160-METAL (BARRIER MOUNTED SIGN), 161-ROADSIDE SIGN-ONE POST, 162-ROADSIDE SIGN-TWO POST, 163-INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD), 164-INSTALL SIGN PANEL ON EXISTING FRAME, 165-INSTALL ROADSIDE SIGN PANEL ON EXISTING POST, 166- INSTALL ROADSIDE SIGN (LAMINATED WOOD BOX POST), 167-FURNISH LAMINATED WOOD BOX POST (TYPE L), 168- FURNISH LAMINATED WOOD BOX POST (TYPE M), 169-FURNISH FORMED PANEL SIGN OVERHEAD FOR RETROREFLECTIVE SHEETING (TYPE XI), 170-FURNISH LAMINATED PANEL SIGN (1 INCH-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI), 171-FURNISH LAMINATED PANEL SIGN (1 INCH-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI), CALTRANS DISTRICT 02- CONTRACT #02-4G5504 (CONTINUED) 100% of the items of work, including but not limited to (CONTINUED): 172- FURNISH LAMINATED PANEL SIGN (2 1/2 INCH-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI), 173-FURNISH SINGLE SHEET ALUMINUM SIGN (0.080 INCH-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), 174-FURNISH SINGLE SHEET ALUMINUM SIGN (0.063 INCH-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), 175-FURNISH SINGLE SHEET ALUMINUM SIGN (0.080 INCH-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), 176- RETROREFLECTIVE SHEETING (TYPE XI), 177-MIDWEST GUARDRAIL SYSTEM (STEEL POST), 178-MIDWEST GUARDRAIL SYSTEM (7 FOOT POST), 179-DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL POST), 180-SINGLE THRIE BEAM BARRIER (STEEL POST), 181-DOUBLE THRIE BEAM BARRIER (STEEL POST), 182-TRANSITION RAILING (TYPE WB-31), 183-RAIL TENSIONING ASSEMBLY, 184-END CAP (TYPE A), 185-END CAP (TYPE TC), 186-END ANCHOR ASSEMBLY (TYPE SFT), 187-ALTERNATIVE IN-LINE TERMINAL SYSTEM, 188- ALTERNATIVE FLARED TERMINAL SYSTEM, 189-MEDIAN TERMINAL, 190-ALTERNATIVE CRASH CUSHION SYSTEM, 191- CONCRETE BARRIER (TYPE 60PR), 192-CONCRETE BARRIER (TYPE 60C), 193(F)-CONCRETE BARRIER (TYPE 742), 194(F)-CONCRETE B BARRIER (TYPE 742A), 195(F)-CONCRETE BARRIER (TYPE 742 MODIFIED), 196(F)-CONCRETE BARRIER (TYPE 742A MODIFIED), 197-REMOVE GUARDRAIL, 198-SALVAGE METAL BRIDGE RAILING, 199-RELOCATE CONCRETE BARRIER (TYPE K), 200-REMOVE CONCRETE BARRIER, 201-THERMOPLASTIC PAVEMENT MARKING, INCH PERMANENT TAPE TRAFFIC STRIPE (BROKEN 36-12) (RECESSED), INCH THERMOPLASTIC TRAFFIC STRIPE (RECESSED), INCH PERMANENT TAPE TRAFFIC STRIPE (BROKEN 17-7) (RECESSED), INCH PERMANENT TAPE TRAFFIC STRIPE (RECESSED), INCH THERMOPLASTIC TRAFFIC STRIPE (RECESSED), INCH PERMANENT TAPE TRAFFIC STRIPE (RECESSED), INCH PERMANENT TAPE TRAFFIC STRIPE (RECESSED), 209- REMOVE THERMOPLASTIC TRAFFIC STRIPE, 210-REMOVE THERMOPLASTIC PAVEMENT MARKING, INCH RUMBLE STRIP (ASPHALT CONCRETE PAVEMENT), INCH RUMBLE STRIP (CONCRETE PAVEMENT), 213-MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, 214-SIGN ILLUMINATION SYSTEM, 215-TRAFFIC MONITORING STATION SYSTEM, 216-MODIFYING EXISTING ELECTRICAL SYSTEM, 217- MOBILIZATION. NON-BID ITEMS: TRUCKING, QUALITY CONTROL TECHNICIAN, JUST-IN-TIME TRAINING, RENTAL EQUIPMENT, TEMPORARY FACILITIES. Granite will work with interested subcontractors to identify opportunities to beak down items into economically feasible packages. Quotations will be broken down into comparable packages as reasonable necessary to increase overall DBE participation Plans and specifications are available through the contracting agency web site. (viewing only capability available at our Bradshaw location). Requirements: Granite is signatory to Operating Engineers, Laborers, Teamsters, Cement Masons and Carpenters unions. 100% performance and payment bonds may be required for the full amount of subcontract price. Granite will pay for bond premium up to 2%. This will be a prevailing wage job. Subcontractors must possess a current contractor s license, DIR registration number, insurance and workers s 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. Granite intends to work cooperatively with all qualified firms seeking work on this project. If assistance is needed in obtaining bonds, lines of credit, insurance, necessary equipment, materials, supplies or any other related services we encourage you to contact the Estimator, the local Small Business Development Center Network ( and/or the Minority Business Development Center ( Department of Industrial Relations (DIR) Number and Current License Number MUST BE ON QUOTE. Scopes are required 24 hours prior to bid and Quotes required by 11:00 a.m. on bid day. Granite Construction Company 4001 Bradshaw Road, Sacramento, CA Phone: (916) Fax: (916) Estimator: Scott Edwards, Scott.Edwards@gcinc.com WESTERN ENGINEERING CONTRACTORS, INC. IS REQUESTING QUALIFIED SUBCONTRACTORS AND/OR SUPPLIERS INCLUDING DVBE FIRMS FOR THE FOLLOWING PROJECT: TRUCKEE ELEMENTARY SCHOOL MODERNIZATION PROJECT DONNER PASS ROAD, TRUCKEE, CA ARCHITECT PROJECT # BID DATE/TIME: FEBRUARY 13, 2:00 PM Please respond by: February 12, 5:00 pm We are looking for DVBE subs for the following: DVBE Goal 3%: CONCRETE, DEMOLITION, KEYSTONE WALL, STRIPING & SEAL COAT, WALL WATERPROOFING, TRUCKING, WATER TRUCK FOR DUST CONTROL, STREET SWEEPER, EROSION CONTROL, PIPE & FITTING SUPPLY AND FENCING. Western Engineering Contractors is an Equal Opportunity Employer. Assistance is available in obtaining bonds, lines of credit, insurance or other technical information. Plans are available from agency, builders exchange or available for review at our office in Loomis prior to bid day. Please contact our office at for more information. 100% Payment and Performance Bonds may be required. Contractor will pay bond premium up to 1%. Contact: Steve Keating WESTERN ENGINEERING CONTRACTORS, INC Rippey Road Loomis, CA Phone (916) FAX (916) Roofing & Solar Construction, Inc Conant Ct., Hayward, CA AEOE is Seeking Qualified Subcontractors and/or Suppliers Including MBE/WBE/DBE/DVBE/SBE/UDBE Firms for the Following Project: 255 SWIFT STREET, SANTA CRUZ, CA PROJECT NO BID DATE/TIME: FEBRUARY 14, 2018 AT 2:00 P.M. Please respond by: February 14, 2018 For more information regarding this contract: Roofing & Solar Construction, Inc. Contact: Cassy Fabiani Phone:

3 For more information regarding this project call: Request for Qualified MBE/WBE/DBE/DVBE/SBE/UDBE Subcontractor and/or Supplier firms with proper certification for: CALTRANS #02-3H CONSTRUCTION ON STATE HWY IN BUTTE AND TEHAMA COUNTIES FROM BUTTE COUNTY LINE TO 1.6 MILES EAST OF SODA SPRINGS RD. BID DATE/TIME: FEBRUARY 21, 2018 AT 2:00 PM Please respond by: February 21, 2018 at 12:00 pm Contact: Amber DeMarco Hat Creek Construction & Materials, Inc Hwy. 89 North, Burney, CA Phone: 530/ Fax: 530/ As always, Hat Creek Construction & Materials, Inc. intends to conduct itself in good faith with MBE/WBE/DBE/DVBE/SBE/UDBE firms regarding participation on the project. Hat Creek Construction & Materials, Inc. is an equal opportunity employer DESILVA GATES Construction Dublin Blvd., P.O. Box 2909 Dublin, CA (925) Fax (925) Contractors License No A DeSilva Gates Construction (DGC) is preparing a bid as a Prime Contractor PROJECT: WPCP ASPHALT REHABILITATION - Project No , Bid No Local Business Enterprise Goal Assigned is 25% OWNER: CITY OF SAN LEANDRO East 14th Street, 2nd Floor, San Leandro, CA BID DATE: FEBRUARY 15, 3:00 P.M. ESTIMATOR: ALAN MCKEAN DGC is soliciting quotations from certified Local Business Enterprises, for the following types of work and supplies/materials including but not limited to: AC DIKE, ELECTRICAL, HAZARDOUS MATERIAL, CEMENT TREATMENT, MINOR CONCRETE, SLURRY SEAL, UNDERGROUND, TRUCKING, HOT MIX ASPHALT (TYPE A) MATERIAL. Plans and specifications may be reviewed at our offices located at Dublin Blvd, Dublin, CA or 7700 College Town Drive, Sacramento, CA, or at your local Builders Exchange, or reviewed and downloaded from the ftp site at: ftp://ftp%25desilvagates.com.f7pa55wd@pub.desilvagates.com (if prompted the user name is ftp@desilvagates.com and password is f7pa55wd) or from the Owner s site at: Fax your bid to to the attention of Estimator Alan McKean. If you have questions for the Estimator, call at (925) When submitting any public works bid please include your DUNS number and DIR number. For questions regarding registration for DIR use the link at: If you need LBE support services and assistance in obtaining bonding, lines of credit, insurance, necessary equipment, materials and/or supplies or related assistance or services, for this project call the Estimator at , or contact your local Small Business Development Center Network ( or contact the California Southwest Transportation Resource Center ( DGC is willing to breakout portions of work to increase the expectation of meeting the LBE goal. will be a PREVAILING WAGE JOB. DGC is an equal opportunity employer. Sub Bids Requested From Qualified (DBE-13%) Subcontractors & Suppliers for: FOR CONSTRUCTION ON STATE HIGHWAY IN LOS ANGELES COUNTY IN PALMDALE FROM 30th STREET EAST TO EAST AVENUE S. CONTRACT NO LA /50.0 PROJECT ID FEDERAL-AID PROJECT: ACHN-P138(059)E BID DATE: FEBRUARY 28, 2:00 P.M. TRADES REQUESTED (but not limited to): COLD PLANE, CONCRETE-RAPID SET, CONSTRUCTION AREA SIGNS, ELECTRICAL, EROSION CONTROL, FENCING, GUARD RAIL, MINOR CONCRETE, STRIPING & MARKING, SURVEY, TRAFFIC CONTROL, WPCP, MATERIALS, RENTAL EQUIPMENT, TRUCKING. SULLY-MILLER CONTRACTING COMPANY License No A DIR Registration No S. State College Boulevard, Suite 400, Brea, CA Phone: (714) Fax: (714) Contact: Estimating Department Plans, specifications and project requirements are available for viewing on the Sully-Miller web site: or the CALTRANS web site at Sully-Miller is willing to set aside any portion of work, no matter how small to encourage (DBE: 13%) participation. If you require information regarding assistance in obtaining bonding, insurance, credit, equipment supplies, materials, or related services, please call our office. 100% Payment and Performance Bonds May Be Required CT&T Concrete paving, inc. PROJECT: PENNSYLVANIA AVE. SIDEWALK IMP. - BEAUMONT PROJECT NO BID DATE: FEBRUARY 12, 3:00 PM Please respond by: February 12, 12:00 pm CT&T Concrete Paving, Inc. would like to invite you to bid on the City of Beaumont Pennsylvania Ave. Sidewalk Imp. We welcome the participation of all Local Construction Firms, residence, and suppliers that are either CDBG, DBE, or Section 3 certified that would be able to assist with the following construction services/trades: Construction Signs, WPCP, Landscape, Arborist. CT&T Concrete Paving, Inc. is an Equal Employment Opportunity Corporation which is also accepting proposals from non- Local, non-section 3 and non-dbe and non-cdbg Contractors/Suppliers and Residence regardless of race, color, creed, sex, or national origin. Requirements: Active DIR/CSLB, Bonded & Insured. CT&T CONCRETE PAVING, INC. Richard Ramos 324 S. Diamond Bar Blvd., PMB275 Diamond Bar, CA Phone (909) Ext. 105 Fax (909) A N E Q U A L O P P O R T U N I T Y E M P L O Y E R Gallagher & Burk, Inc. PAVING & GRADING CONTRACTORS LICENSE NO A HIGH STREET P.O. BOX OAKLAND, CA Gallagher & Burk, Inc. is preparing a bid as a Prime Contractor PROJECT: CALTRANS ROUTE - CONSTRUCTION ON STATE HIGHWAY IN SAN MATEO COUNTY NEAR MONTARA, IN PACIFICA AND DALY CITY FROM. MILES NORTH OF nd STREET TO ROUTE, CONTRACT NO. - H, FEDERAL AID PROJECT NO. ACNH-P ( )E Disadvantaged Business Enterprise Goal Assigned is % OWNER: STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION th Street, Bidder s Exchange, MS, Sacramento, CA BID DATE: : P.M. ESTIMATOR: VICTOR LE GBI is soliciting quotations from certified Disadvantaged Business Enterprises for the following types of work and supplies/materials including but not limited to: AC DIKE, COLD PLANE, CONCRETE BARRIER, CONSTRUCTION AREA SIGNS, ELECTRICAL, LEAD COMPLIANCE PLAN, METAL BEAM GUARDRAIL, MINOR CONCRETE, PCC GRINDING, RUMBLE STRIP, STRIPING, SWPPP/WATER POLLUTION CONTROL PLAN PREPARATION, TEMPORARY EROSION CONTROL, TRUCKING, WATER TRUCKS, STREET SWEEPING, EROSION CONTROL MATERIAL, HOT MIX ASPHALT (TYPE A) MATERIAL, RUBBERIZED HMA (GAP GRADE) MATERIAL. Plans and specifications may be reviewed at our offices located at Dublin Blvd., Dublin, CA or College Town Dr., Sacramento, CA or at your local Builders Exchange, or reviewed and downloaded from the ftp site at: ftp://ftp% gallagherburk.com:f pa wd@pub.gallagherburk.com (if prompted the user name is ftp@desilvagates.com and password is f pa wd), or from the Owner s site at Fax your bid to to the attention of Estimator Victor Le. If you have questions for the Estimator, call at When submitting any public works bid please include your DUNS number and DIR number. For questions regarding registration for DIR use the link at: If you need DBE support services and assistance in obtaining bonding, lines of credit, insurance, necessary equipment, materials and/or supplies or related assistance or services, for this project call the Estimator at , or contact your local Small Business Development Center Network ( or contact the California Southwest Transportation Resource Center ( GBI is willing to breakout portions of work to increase the expectation of meeting the DBE goal. will be a PREVAILING WAGE JOB. GBI is an equal opportunity employer. GALLAGHER & BURK, INC. PHONE / - FAX / - Equal Opportunity Employer CT&T Concrete paving, inc. PROJECT: OLD TOWN SIDEWALKS IMPROVEMENT PROJECT TEMECULA PROJECT NO. PW17-04 BID DATE: FEBRUARY 20, 10:00 AM Please respond by: February 19, 5:00 pm CT&T Concrete Paving, Inc. would like to invite you to bid on the City of Temecula Old Town Sidewalks Improvement project. We are accepting proposals from CDBG (WBE/MBE, SBE), DBE, or Section 3 certified that would be able to assist with the following construction services/trades: Traffic Control Plans, Electrical, Fencing, Construction Signs/Pavement Markings, WPCP, Landscape, Arborist. CT&T Concrete Paving, Inc. is an Equal Employment Opportunity Corporation which is also accepting proposals from non-local, non-section 3 and non-dbe and non-cdbg Contractors/Suppliers and Residence regardless of race, color, creed, sex, or national origin. Requirements: Active DIR/CSLB, Bonded & Insured. CT&T CONCRETE PAVING, INC. Richard Ramos 324 S. Diamond Bar Blvd., PMB275 Diamond Bar, CA Phone (909) Ext. 105 Fax (909) A N E Q U A L O P P O R T U N I T Y E M P L O Y E R VALENTINE CORPORATION Sub-Bids Requested From Qualified MBE/WBE/DBE/DVBE/SBE/UDBE Contractors/Suppliers for: CITY OF CONCORD CITYWIDE BRIDGE REPAIR PROGRAM GROUP 2 BRIDGES - #2371 BID DATE/TIME: FEBRUARY 7, 2:00 PM Please respond by: Noon on Bid Day Valentine Corporation will be bidding the above referenced project as a General Contractor. Your firm is invited to submit a sub-bid in your area of expertise. Plans and specifications are available in our office for review, or contact us and we will provide you with a set. Our estimator is available before the date of the bid should you have any questions. REQUEST FOR QUALIFIED MBE/WBE/DBE/DVBE/SBE/UDBE CONTRACTORS & SUPPLIERS: For the following items of work, including but not limited to the following: JOB SITE MANAGEMENT, SWPPP & BMP, PUBLIC SAFETY PLAN, TRAFFIC CONTROL SYSTEM, REMOVE HEADWALL, REMOVE ASPHALT CONCRETE SURFACING, REMOVE CONCRETE, PREPARE CONCRETE BRIDGE DECK, SURFACE, BRIDGE REMOVAL, STRUCTURAL EXCAVATION (BRIDGE & ROCK SLOPE PROTECTION), STRUCTURAL BACKFILL (BRIDGE), SOIL NAIL, GROUND ANCHOR (SUB-HORIZONTAL), STRUCTURAL CONCRETE (BRIDGE & HEAD WALL), DRILL & BOND DOWEL, CLEAN EXPANSION JOINT, PORTLAND-CEMENT-BASED CONCRETE (PATCH), INJECT CRACK (EPOXY), FURNISH & PLACE POLYESTER CONCRETE OVERLAY, JOINT SEAL (MR 1/2 ), BAR REINFORCING STEEL (BRIDGE), STRUCTURAL SHOTCRETE, TREAT BRIDGE DECK, FURNISH BRIDGE DECK TREATMENT MATERIAL, ROCK SLOPE PROTECT (1/2 TON, METHOD A & 1/4 TON, METHOD B), ROCK SLOPE PROTECTION (BACKING NO. 1, METHOD B & BACKING NO. 2, METHOD B), CONCRETED-ROCK SLOPE PROTECTION (1/4 TON, METHOD A), BROKEN CONCRETE INERT REHABILITATION, ROCK SLOPE PROTECTION FABRIC, MINOR CONCRETE (CURB & SIDEWALK), MISC METAL AND TRUCKING. Subcontractors are required to meet insurance and labor and license requirements. Subcontractors may be required to provide Payment and Performance Bond, if so Valentine is available to assist. Please contact us for assistance. Quotes are required to be in accordance with the plans and specifications and good for the contract duration as specified in the bid documents. We intend to help and work with all qualified firms seeking participation on this project. Plans and specs are available at our office, or contact us for a set. Feel free to call our office with any questions you may have. Valentine is willing to break items into smaller work to facilitate MBE/WBE/DBE/DVBE/SBE/UDBE participation. Valentine Corporation is Signatory to Carpenters, Pile Drivers, Cement Masons, Operating Engineers and Laborers. DO NOT QUOTES. PLEASE FAX TO QUOTES MUST BE FAXED AT LEAST 1 HOUR BEFORE BID DUE TIME. We look forward to working with you! Valentine Corporation 111 Pelican Way, San Rafael, CA Contact: Valorie McCauley Phone Fax License No Equal Opportunity Employer VIKING P.O. BOX 1508 RANCHO CORDOVA, CA CONSTRUCTION CO., INC FAX Viking Construction Company is preparing a bid for the following project as a general contractor: OWNER: COUNTY OF EL DORADO DEPARTMENT OF TRANSPORTATION PROJECT: SILVER FORK ROAD AT SOUTH FORK AMERICAN RIVER LOCATION: KYBURZ, CA ENGINEER S ESTIMATE: $1,300,000 BID DATE: FEBRUARY 1, 2018, 2:00 PM We invite and encourage responsible participation of Disadvantaged Business Enterprises (DBE), and solicit your subcontractor or material quotation for the following types of work: Prepare Lead Plan, Lead Abatement, Construction Area Signs, Traffic Control (Flagging), Portable Temporary Signal System, Furnish Message Boards, Furnish Crash Cushions, Furnish Temporary Railing (Type K), Prepare Storm Water Pollution Control Plan, Water Pollution Control and Reports, Water Sampling, Temporary Pavement Marking, Street Sweeping, Temporary Fence, Work Area Monitoring, Miscellaneous Demolition, Cold Plane Pavement, Core Concrete, Bridge Removal (Portion), Clearing, Excavation and Backfill, Erosion Control, Grading and paving, Trucking, Furnish Ready Mix Concrete, Minor Concrete, Bar Reinforcing Steel, Joint Seal, Drill and Bond Dowel, Roadside Signs, Fence, Delineators, Drainage, Rock Slope Protection, Furnish and Erect Structural Steel, Relocate Existing Girders (Cane Work), Clean and Paint Structural Steel, Furnish Bridge Metal, Metal Beam Guard Railing, Bridge Railing (CA St-10), Striping. Plans and specifications may be reviewed at our office located at Sunrise Gold Circle, Suite A, Rancho Cordova, at your local Builder s Exchange, or may be obtained from the Owner. Contact the number below if you need further direction in this regard. Each subcontractor may be required to submit faithful performance and payment bonds. Contact the number below if you need more information or help in obtaining bonds, lines of credit, insurance, necessary equipment, supplies and materials or technical assistance. If you are interested in quoting, please contact Randy Jenco at Quotes are due in our office by 12:00 p.m. (Noon) on bid day. AN EQUAL OPPORTUNITY EMPLOYER

4 DESILVA GATES Construction PROJECT: CALTRANS CONTRACT NO. 03-0G ROUTE 5 - FOR CONSTRUCTION ON STATE HIGHWAY IN YOLO COUNTY AT VARIOUS LOCATIONS OWNER: STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION th Street, Bidder s Exchange, MS 26, Sacramento, CA BID DATE: FEBRUARY 8, 2:00 P.M Dublin Blvd., P.O. Box 2909 Dublin, CA (925) Fax (925) Contractors License No A DeSilva Gates Construction (DGC) is preparing a bid as a Prime Contractor ESTIMATOR: JIM YACKLEY DGC is soliciting quotations from certified Disabled Veterans Business Enterprises and Small Business Enterprises, for the following types of work and supplies/materials including but not limited to: AC DIKE, COLD PLANE, EMULSION SUPPLIER, LEAD COMPLIANCE PLAN, STRIPING, SWPPP PRE/WATER POLLUTION CONTROL PLAN PREPARE, TEMPORARY EROSION CONTROL, TRAFFIC CONTROL SYSTEMS, TRUCKING, WATER TRUCKS, STREET SWEEPING, HOT MIX ASPHALT (TYPE A) MATERIAL, RUBBERIZED HMA (OPEN GRADE) MATERIAL, ASPHALT OIL SUPPLIER. Plans and specifications may be reviewed at our offices located at Dublin Blvd, Dublin, CA or 7700 College Town Drive, Sacramento, CA, or at your local Builders Exchange, or reviewed and downloaded from the ftp site at: ftp://ftp%25desilvagates.com.f7pa55wd@pub.desilvagates.com (if prompted the user name is ftp@desilvagates.com and password is f7pa55wd) or from the Owner s site at: Fax your bid to to the attention of Estimator Jim Yackley. If you have questions for the Estimator, call at (925) When submitting any public works bid please include your DUNS number and DIR number. For questions regarding registration for DIR use the link at: If you need DVBE/SBE support services and assistance in obtaining bonding, lines of credit, insurance, necessary equipment, materials and/or supplies or related assistance or services, for this project call the Estimator at , or contact your local Small Business Development Center Network ( or contact the California Southwest Transportation Resource Center ( DGC is willing to breakout portions of work to increase the expectation of meeting the DVBE/SBE goal. will be a PREVAILING WAGE JOB. DGC is an equal opportunity employer. OHL USA, Inc. REQUESTING SUB-BIDS ON ALL TRADES From Qualified Subcontractors/Suppliers/Consultants/Trucking, expressly DBE/MBE/SBE/WBE For the following City of South Pasadena Project: # : GRAVES RESERVOIR REPLACEMENT PROJECT All work categories are open for DBE/MBE/SBE/WBE participation, including but not limited to those listed: Architectural Finishes, Construction Area Signs, Demolition, Doors, Electrical, Equipment Rental, Furnish Miscellaneous Metals, Grading, Hazardous Waste Trucking, Hypochlorite/Chlorination, Installation of Mechanical Components, Instrumentation, Irrigation, Landscape, Louvers, Masonry Walls, Minor Concrete, Miscellaneous Metals, Paint, Pipe Supply, Plumbing, Pump Supply, QA/QC, Ready Mix, Reinforcing Steel, Storm Water Pollution Plan, Structure Backfill, Structure Excavation, Survey, Traffic Control, Welded Steel Pipe, Well Modifications. BIDS: TUESDAY, FEBRUARY 13, 2018 AT 10:00 AM (Revised per Addendum #2) BIDS DUE BEFORE: MONDAY, FEBRUARY 12, 2018 AT 5:00 PM 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 Phone: Fax: / OHL USA, Inc. is an AAE/EOE Or by using the drop box link: Contact: Estimating Department - Kevin Abbott Compliance to City of South Pasadena Contract Documents, Standards and Special Provisions, including American Iron and Steel products, Davis-Bacon and Related Act requirements contained in 29 CFR part 1, 3 and 5 and Copeland Act requirements 29 CFR part 3 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 or call 213/ 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 , please furnish DIR Number with your quote submittal. Conditions or exceptions in Subcontractor s quote are expressly rejected unless accepted in writing. PLEASE RESPOND BACK VIA or FAX: KEVIN ABBOTT, kabbott@ohlusa.com Fax (949) /(949) (include applicable DBE certifications issued and validated by pertinent agencies). VALENTINE CORPORATION Sub-Bids Requested From Qualified MBE/WBE/DBE/DVBE/SBE/UDBE Contractors/Suppliers for: CALTRANS #04-4G IN CONTRA COSTA COUNTY IN BUCHANAN FIELD VIADUCT - CONCORD BID DATE/TIME: FEBRUARY 14, 2:00 PM Please respond by: Noon on Bid Day Valentine Corporation will be bidding the above referenced project as a General Contractor. Your firm is invited to submit a sub-bid in your area of expertise. Plans and specifications are available in our office for review, or contact us and we will provide you with a set. Our estimator is available before the date of the bid should you have any questions. REQUEST FOR QUALIFIED MBE/WBE/DBE/DVBE/SBE/UDBE CONTRACTORS & SUPPLIERS: For the following items of work, including but not limited to the following: Lead Compliance Plan, Progress Schedule (Critical Path Method), Develop Water Supply, Construction Area Signs, Traffic Control System, Temporary Traffic Stripe (Paint), Channelizer (Surface Mounted), Portable Changeable Message Sign, Temporary Railing (Type K), Temporary Crash Cushion Module, Job Site Management, Prepare SWPPP, Rain Event Action Plan, Storm Water Sampling & Analysis Day, Storm Water Annual Report, Temporary Cover, Temporary Drainage Inlet Protection, Temporary Fiber Roll, Temporary Construction Entrance, Street Sweeping, Temporary Concrete Washout, health & Safety Plan, Treated Wood Waste, Clearing & Grubbing, Structure Backfill (Bridge), Lean Concrete Backfill, Wood Mulch, Move-In/Move-Out (Erosion Control), Imported Topsoil, Rolled Erosion Control Product (Netting), Hydromulch, Fiber Rolls, Hydroseeding, Compost, Incorporate Materials, Hot Mix Asphalt (Type A), Place Hot Mix Asphalt Dike (Type C & Type F), Place Hot Mix Asphalt (Misc. Area), Remove Asphalt Concrete Dike, Temporary- Support, Structural Concrete; Bridge, Structural Concrete, Approach Slab (Type R), Structural Concrete; Drainage Inlet, Minor Concrete (Backfill), Drill & Bond Dowel, Clean Expansion Joint, Joint Seal, Bar Reinforcing Steel, Structural Steel, Repair Spalled Surface Area, Core Concrete, Bridge Removal (Portion), Replace Bearing Pad, 12 In. Corrugated Steel Pipe, 18 Slotted Corrugated Steel Pipe, Anchor Assembly, Remove Pipe, Mincor Concrete (Gutter Depression), Misc. Iron and Steel, Temporary Fence (Type CL-6), Chain Link Fence, Steel Access Gate, 16 ft. Chain Link Gate (Type CL-6), Remove Fence, Reconstruct Fence, Remove Pavement Marker, Guard Railing Delineator, Pavement Marker (Retroreflective), Object Marker (Type P), Midwest Guardrail System (Steel Post), Vegetation Control (Minor Concrete), Concrete Barrier (Type 27S Modified), Transition Railing (Type WB-31), End Cap (Type A), Concrete Barrier Maker, Concrete Barrier (Type 736A, 736A Modified & 736 Modified), Remove Guardrail, Salvage Metal Bridge Railing, 2 In. Two-Component Paint Traffic Stripe, 6 In. Two-Component Paint Traffic Stripe, 6 in. Thermoplastic Traffic Stripe, Remove Painted Traffic Stripe, Remove Thermoplastic Traffic Stripe. Subcontractors are required to meet insurance and labor and license requirements. Subcontractors may be required to provide Payment and Performance Bond, if so Valentine is available to assist. Please contact us for assistance. Quotes are required to be in accordance with the plans and specifications and good for the contract duration as specified in the bid documents. We intend to help and work with all qualified firms seeking participation on this project. Plans and specs are available at our office, or contact us for a set. Feel free to call our office with any questions you may have. Valentine is willing to break items into smaller work to facilitate MBE/WBE/DBE/DVBE/SBE/UDBE participation. Valentine Corporation is Signatory to Carpenters, Pile Drivers, Cement Masons, Operating Engineers and Laborers. DO NOT QUOTES. PLEASE FAX TO QUOTES MUST BE FAXED AT LEAST 1 HOUR BEFORE BID DUE TIME. We look forward to working with you! Valentine Corporation 111 Pelican Way, San Rafael, CA Contact: Valorie McCauley Phone Fax License No Equal Opportunity Employer Serafix Engineering Contractors, Inc. 7 CROW CANYON CT., #250 SAN RAMON, CA FAX estimating@secontractors.com CALTRANS #04-4G8104 LOCATION OF WORK: CONSTRUCTION ON STATE HIGHWAY IN CONTRA COSTA COUNTY, IN CONCORD AT BUCHANAN FIELD VIADUCT DESCRIPTION OF WORK: STRUCTURE REHAB AND BRIDGE RAILING REPLACEMENT BID DATE: WEDNESDAY, FEBRUARY 14, 2018 Serafix Engineering Contractors, Inc. (SEC) is soliciting quotes from certified DBE Subcontractors, Suppliers for the following categories of work (including but not limited to:) Lead Compliance Plan, CAS, Traffic Control System, Traffic Striping, SWPPP, Clearing and Grubbing, Temp K-rail, Temp Erosion Control, Erosion Control, HMA, Structural Concrete, Minor Concrete, Joint Seal, Bridge Removal, 12 Corrugated Steel Pipe, 18 Corrugated Steel Pipe, Misc Iron and Steel, Temp Fence, Chain Link Fence, Pavement Marker, Midwest Guardrail Sys, Concrete Barrier. Work will be broken down to accommodate subcontractor quotes. PLEASE SUBMIT A COPY OF YOUR CURRENT DBE CERTIFICATION WITH YOUR PROPOSAL. SEC adheres to the requirement for Affirmative Action to ensure Equal Employment Opportunity according to Executive Order 11246, and requires proof from all subcontractors that they are in accordance. 100% Performance and Payment Bonds with a surety company thereof, subject to the approval of SEC, will be required of all subcontractors. SEC will pay bond premium up to 1.5%. Please contact SEC for assistance with bonding, insurance, or lines of credit. All subcontractors are expected to sign a standard contract, which can be viewed at our location. Any bid provided by a Subcontractor constitutes an acceptance on each and every term of the general contractor s standard contract. Subcontractor will be deemed to understand and accept those terms by providing a bid. Any attempt by a subcontractor to revise or limit those terms will be null and void and not recognized by SEC. Prevailing wages must be met. Subcontractor must possess current insurance and workers compensation coverage meeting SEC s insurance requirements. Insurance waiver of subrogation is also required. SEC is a Union Contractor. Any non-signatory subcontractors will be required to sign an agreement for trades covered under our agreement. Plans & specifications are available for downloading from the Caltrans web site at: viewing at our office or Caltrans Plans Counter. Please contact SEC at for additional information or questions. VIKING P.O. BOX 1508 RANCHO CORDOVA, CA CONSTRUCTION CO., INC FAX Viking Construction Company is preparing a bid for the following project as a general contractor: OWNER: CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT: BUCHANAN FIELD VIADUCT LOCATION: CONCORD, CA ENGINEER S ESTIMATE: $1,590,000 BID DATE: FEBRUARY 14, 2018, 2:00 PM We invite and encourage responsible participation of Disadvantaged Business Enterprises (DBE), and solicit your subcontractor or material quotation for the following types of work: Prepare Lead Compliance Plan, Construction Area Signs, Traffic Control, Temporary Striping, Channelizers, Furnish Message Boards, Furnish Crash Cushions, Furnish Temporary Railing (Type K), Prepare Storm Water Pollution Control Plan, Water Pollution Control Reports, Sweeping, Prepare Health and Safety Plan, Clearing, Excavation and Backfill, Trucking, Erosion Control, HMA Dike and Miscellaneous Area, Furnish Ready Mix Concrete, Minor Concrete, Drill and Bond Dowel, Joint Seal, Reinforcing Steel, Furnish Structural Steel, Core Concrete (4 1/2 ), Bridge Removal (Portion), Furnish Bearing Pads, Drainage, Furnish Iron and Steel, Fence and Gates, Object Markers, Metal Beam Guard Railing, Concrete Barrier, Striping. Plans and specifications may be reviewed at our office located at Sunrise Gold Circle, Suite A, Rancho Cordova, at your local Builder s Exchange, or may be obtained from the Owner. Contact the number below if you need further direction in this regard. Each subcontractor may be required to submit faithful performance and payment bonds. Contact the number below if you need more information or help in obtaining bonds, lines of credit, insurance, necessary equipment, supplies and materials or technical assistance. If you are interested in quoting, please contact Randy Jenco at Quotes are due in our office by 12:00 p.m. (Noon) on bid day. AN EQUAL OPPORTUNITY EMPLOYER