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Welcome to DBE Journal, formerly Outreach Impact.


Outreach Coordinator

Verity Penland



Contact Information

P.O. Box 1006
Eureka, CA 95502



Telephone

(707) 443-6371



Fax

(707) 443-0277



Mercer-Fraser Company
is seeking qualified DBEs


Project Name

WIDEN BRIDGES, POLYESTER CONCRETE OVERLAY, COLD PLANE AC, HMA, GUARDRAIL



Bid/Contract #

02-4E6504



Awarding Agency

Caltrans



Project Location

SISKIYOU COUNTY NEAR SEIAD VALLEY AT VARIOUS LOCATIONS, SISKIYOU County, CA



Bid Date

06/21/2017 at 2:00



Project Details

We are seeking quotes for:
LEAD COMPLIANCE PLAN;
PROGRESS SCHEDULE (CRITICAL PATH METHOD);
TIME-RELATED OVERHEAD (WDAY);
CONSTRUCTION AREA SIGNS;
TRAFFIC CONTROL SYSTEM;
TYPE III BARRICADE;
TEMPORARY PAVEMENT MARKING (PAINT);
TEMPORARY TRAFFIC STRIPE (PAINT);
TEMPORARY SIGNAL SYSTEM-LOCATION 1;
TEMPORARY SIGNAL SYSTEM-LOCATION 3;
PORTABLE CHANGEABLE MESSAGE SIGN (LS);
TEMPORARY FLASHING BEACON;
TEMPORARY RAILING (TYPE K);
TEMPORARY CRASH CUSHION SYSTEM;
JOB SITE MANAGEMENT;
TEMPORARY CLEAR WATER DIVERSION (LOCATION 1);
TEMPORARY CLEAR WATER DIVERSION (LOCATION 2);
TEMPORARY CLEAR WATER DIVERSION (LOCATION 3);
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 TACKED STRAW;
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;
ASBESTOS COMPLIANCE PLAN;
TEMPORARY FENCE (TYPE ESA);
HEALTH AND SAFETY PLAN;
WORK AREA MONITORING (BRIDGE);
TREATED WOOD WASTE;
CONTRACTOR-SUPPLIED BIOLOGIST (LS);
BIRD EXCLUSION (LOCATION 2);
PUBLIC SAFETY PLAN;
RAPID SETTING CONCRETE (PATCH);
REMOVE MARKER;
REMOVE GUARDRAIL;
REMOVE PAINTED TRAFFIC STRIPE;
REMOVE PAVEMENT MARKER;
REMOVE ROADSIDE SIGN;
REMOVE CULVERT (LF);
REMOVE INLET;
REMOVE ASPHALT CONCRETE SURFACING;
REMOVE POLYESTER CONCRETE OVERLAY;
RESET MAILBOX;
COLD PLANE ASPHALT CONCRETE PAVEMENT;
REMOVE UNSOUND CONCRETE;
PREPARE CONCRETE BRIDGE DECK SURFACE;
FURNISH POLYESTER CONCRETE OVERLAY;
PLACE POLYESTER CONCRETE OVERLAY;
PLUG DECK DRAIN;
BRIDGE REMOVAL (PORTION), LOCATION A;
BRIDGE REMOVAL (PORTION), LOCATION B;
BRIDGE REMOVAL (PORTION), LOCATION C;
CLEARING AND GRUBBING (LS);
DEVELOP WATER SUPPLY;
ROADWAY EXCAVATION;
SHOULDER BACKING;
STRUCTURE EXCAVATION (BRIDGE);
STRUCTURE EXCAVATION (TYPE A);
STRUCTURE EXCAVATION (TYPE D);
STRUCTURE BACKFILL (BRIDGE);
ROADSIDE CLEARING (TREE REMOVAL);
ROLLED EROSION CONTROL PRODUCT (NETTING);
HYDROSEED;
COMPOST;
INCORPORATE MATERIALS;
CLASS 2 AGGREGATE BASE (CY);
HOT MIX ASPHALT (TYPE A, WARM MIX TECHNOLOGY);
PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA);
TACK COAT;
FURNISH STEEL PILING (HP 10 X 57);
DRIVE STEEL PILE (HP 10 X 57);
SEAL COURSE CONCRETE;
STRUCTURAL CONCRETE, BRIDGE FOOTING;
STRUCTURAL CONCRETE, BRIDGE;
STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER);
MINOR CONCRETE (MINOR STRUCTURE);
CONCRETE SURFACE TEXTURE (RANDOM ROUGH STACKED ROCK);
DRILL AND PRESSURE GROUT DOWEL;
DRILL AND BOND DOWEL;
DRILL AND BOND DOWEL (CHEMICAL ADHESIVE);
CLEAN EXPANSION JOINT;
FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (40'-50');
ERECT PRECAST PRESTRESSED CONCRETE GIRDER;
JOINT SEAL (MR 1");
JOINT SEAL (MR 1 1/2");
BAR REINFORCING STEEL (BRIDGE);
BAR REINFORCING STEEL (EPOXY COATED) (BRIDGE);
HEADED BAR REINFORCEMENT;
FURNISH STRUCTURAL STEEL (BRIDGE);
ERECT STRUCTURAL STEEL (BRIDGE);
FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) FOR TYPE XI SHEETING;
FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED) FOR TYPE XI SHEETING;
FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED);
ROADSIDE SIGN - ONE POST;
ROADSIDE SIGN - TWO POST;
RETRO-REFLECTIVE SHEETING (TYPE XI);
STAIN GALVANIZED SURFACES;
CLEAN AND PAINT STRUCTURAL STEEL;
SPOT BLAST CLEAN AND PAINT UNDERCOAT;
PREPARE AND STAIN CONCRETE;
24" ALTERNATIVE PIPE CULVERT;
36" CORRUGATED STEEL PIPE INLET (.168" THICK);
24" ALTERNATIVE FLARED END SECTION;
ROCK SLOPE PROTECTION (1T, WITH VOID FILLER);
ROCK SLOPE PROTECTION (1/2 T, WITH VOID FILLER);
ROCK SLOPE PROTECTION (1/4 T, WITH VOID FILLER);
ROCK SLOPE PROTECTION (LIGHT, METHOD B) (CY);
ROCK SLOPE PROTECTION (NO. 3, METHOD B) (CY);
PLANTING TUBES;
MISCELLANEOUS IRON AND STEEL;
MISCELLANEOUS METAL (BRIDGE);
BRIDGE DECK DRAINAGE SYSTEM;
DELINEATOR (CLASS 2);
MILEPOST MARKER;
OBJECT MARKER (TYPE L-1);
VEGETATION CONTROL (MINOR CONCRETE);
SINGLE THRIE BEAM BARRIER (WOOD POST);
TRANSITION RAILING (TYPE WB);
END CAP (TYPE TC);
END ANCHOR ASSEMBLY (TYPE SFT);
ALTERNATIVE IN-LINE TERMINAL SYSTEM;
ALTERNATIVE FLARED TERMINAL SYSTEM;
ALTERNATIVE CRASH CUSHION SYSTEM;
CALIFORNIA ST-70 BRIDGE RAIL (MODIFIED);
THERMOPLASTIC PAVEMENT MARKING;
THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE);
MOBILIZATION.



Mercer Fraser Company will work with interested subcontractors to identify opportunities to break down items into economically feasible packages. Mercer-Fraser Company is a union signatory contractor. Subcontractors must possess a current contractor’s license, worker’s compensation and insurance coverage during the entire length of the prime contract. 100% Performance and Payment Bonds may be required. Conditions or exceptions in Subcontractor’s quote are expressly rejected unless accepted in writing. All Subcontractors will be required to sign our standard Subcontract Agreement. Plans and specifications are available for viewing at our office or you may call Mercer-Fraser Company for further assistance. Please call if assistance is needed in obtaining bonding, insurance, equipment, materials and supplies. Mercer-Fraser Company intends to work cooperatively with all qualified firms seeking work on this project. We are an equal opportunity employer and will consider all bids that may be submitted.




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