Trade Journal

Stewart Engineering Inc.

is seeking certified and qualified DBE subcontractors and/or suppliers to provide Stewart Engineering Inc. is requesting quotes from all qualified subcontractors and suppliers including certified UDBE/DBE/SBE/DVBE for all or any part of the following items: LEAD COMPLIANCE PLAN, LEVEL 2 CRITICAL PATH METHOD SCHEDULE, DISPUTE RESOLUTION BOARD ON-SITE MEETING, HOURLY OFF-SITE DISPUTE-RESOLUTION-BOARD-RELATED TASKS, DEVELOP WATER SUPPLY, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, TYPE III BARRICADE, TEMPORARY PAVEMENT MARKING (PAINT), TEMPORARY TRAFFIC STRIPE (PAINT), CHANNELIZER (SURFACE MOUNTED), PORTABLE SIGNAL SYSTEMS (EA), TEMPORARY BARRIER SYSTEM, PORTABLE CHANGEABLE MESSAGE SIGN (LS), TEMPORARY FLASHING BEACON, 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 SILT FENCE, TEMPORARY CONSTRUCTION ENTRANCE, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, WATER QUALITY SAMPLING AND ANALYSIS DAY, WATER QUALITY MONITORING REPORT, WATER QUALITY ANNUAL REPORT, TEMPORARY CREEK DIVERSION SYSTEMS, TREATED WOOD WASTE, CONTRACTOR-SUPPLIED BIOLOGIST (DAY), NATURAL RESOURCE PROTECTION PLAN, FISH PROTECTION, INVASIVE SPECIES CONTROL, BIRD AND BAT EXCLUSION DEVICES, CONTRACTOR SUPPLIED ARBORIST, HYDROACOUSTIC MONITORING, TEMPORARY HIGH-VISIBILITY FENCE, CLEARING AND GRUBBING (LS), ROOTWADS, ROADWAY EXCAVATION, SHOULDER BACKING, (F) - STRUCTURE EXCAVATION (BRIDGE), (F) - STRUCTURE EXCAVATION (TYPE D), (F) - STRUCTURE EXCAVATION (SOLDIER PILE WALL), (F) - STRUCTURE BACKFILL (BRIDGE), (F) - STRUCTURE BACKFILL (SOLDIER PILE WALL), (F) - CONCRETE BACKFILL (SOLDIER PILE WALL), (F) - LEAN CONCRETE BACKFILL, SOIL AMENDMENT, PACKET FERTILIZER, PLANT (GROUP A), ROOTWAD REVETMENT, PLANT (GROUP U), PLANT ESTABLISHMENT WORK, WOOD MULCH, FOLIAGE PROTECTOR, TEMPORARY IRRIGATION SYSTEM, (F) - 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), (F) - 6" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), MOVE-IN/MOVE-OUT (EROSION CONTROL), HYDRAULIC BIOTIC GROWTH MEDIUM, FIBER REINFORCED MATRIX, ROLLED EROSION CONTROL PRODUCT (NETTING), FIBER ROLLS, HOT MIX ASPHALT (TYPE A), TACK COAT, COLD PLANE ASPHALT CONCRETE PAVEMENT, TEMPORARY SUPPORT, STEEL SOLDIER PILE (W 14 X 90), STEEL SOLDIER PILE (W 18 X 130), STEEL SOLDIER PILE (2 - W 18 X 130), 30" DRILLED HOLE, 36" DRILLED HOLE, FURNISH STEEL PILING (HP 10 X 57), DRIVE STEEL PILE (HP 10 X 57), 24" CAST-IN-DRILLED-HOLE CONCRETE PILING, PRESTRESSING CAST-IN-PLACE CONCRETE, (F) - STRUCTURAL CONCRETE, BRIDGE FOOTING, (F) - STRUCTURAL CONCRETE, BRIDGE, (F) - STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER), (F) - STRUCTURAL CONCRETE, GUTTER, (F) - STRUCTURAL CONCRETE, APPROACH SLAB (TYPE EQ), MINOR CONCRETE (MINOR STRUCTURE), DRILL AND BOND DOWEL, JOINT SEAL (MR 1/2"), JOINT SEAL (MR 2"), (F) - BAR REINFORCING STEEL (BRIDGE), (F) - BAR REINFORCING STEEL (BRIDGE, EPOXY COATED), (F) - BAR REINFORCING STEEL (GALVANIZED), (F) - BAR REINFORCING STEEL (GUTTER), (F) - HEADED BAR REINFORCEMENT, (F) - TIMBER LAGGING, CLEAN AND PAINT STEEL SOLDIER PILING, PUBLIC SAFETY PLAN, RAPID SETTING CONCRETE (PATCH), REMOVE ASPHALT CONCRETE SURFACING, REMOVE UNSOUND CONCRETE, PREPARE CONCRETE BRIDGE DECK SURFACE, FURNISH POLYESTER CONCRETE OVERLAY, (F) - PLACE POLYESTER CONCRETE OVERLAY, BRIDGE REMOVAL, BRIDGE REMOVAL (PORTION), LOCATION A, BRIDGE REMOVAL (PORTION), LOCATION B, 24" CORRUGATED STEEL PIPE (.109" THICK), 18" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK), 18" ENTRANCE TAPER, 18" ANCHOR ASSEMBLY, 36" CORRUGATED STEEL PIPE INLET (.109" THICK), 14" WELDED STEEL PIPE CASING (BRIDGE), REMOVE ENTRANCE TAPER, REMOVE CULVERT (EA), REMOVE PIPE (LF), REMOVE DOWNDRAIN (EA), REMOVE INLET, ENGINEERED BANKLINE MATERIAL TYPE III, ENGINEERED STREAMBED MATERIAL, ENGINEERED BANKLINE MATERIAL (TYPE IV), (F) - MISCELLANEOUS IRON AND STEEL, PREPARE AND STAIN CONCRETE, STAIN GALVANIZED SURFACES (LF), REMOVE PAVEMENT MARKER, GUARD RAILING DELINEATOR, PAVEMENT MARKER (RETROREFLECTIVE), PAVEMENT MARKER (RETROREFLECTIVE-RECESSED), MILEPOST MARKER, MARKER (CULVERT), TREATMENT BEST MANAGEMENT PRACTICE MARKER, ROADSIDE SIGN - ONE POST, MIDWEST GUARDRAIL SYSTEM (STEEL POST), VEGETATION CONTROL (MINOR CONCRETE), (F) - CONCRETE BARRIER (TYPE 60MD MODIFIED), (F) - CABLE RAILING, (F) - CABLE RAILING (MODIFIED), TRANSITION RAILING (TYPE WB-31), END ANCHOR ASSEMBLY (TYPE SFT-M), ALTERNATIVE IN-LINE TERMINAL SYSTEM, ALTERNATIVE CRASH CUSHION SYSTEM, (F) - CALIFORNIA ST-75 BRIDGE RAIL (MODIFIED), REMOVE GUARDRAIL, 6" THERMOPLASTIC TRAFFIC STRIPE, THERMOPLASTIC PAVEMENT MARKING (ENHANCED WET NIGHT VISIBILITY), 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 12-3), REMOVE THERMOPLASTIC TRAFFIC STRIPE, 12" RUMBLE STRIP (ASPHALT CONCRETE PAVEMENT), MODIFYING INTERCONNECTION CONDUIT AND CABLE, MOBILIZATION Stewart Engineering Inc. is an Equal Opportunity Employer and will work with suppliers and subcontractors to identify opportunities and break down items into economically feasible units as reasonably necessary.


PROJECT NAME:

In Humboldt County On Route 36 At Hely Creek Bridge 04-0092 At Little Larabee Creek Bridge 04-0102 And At Butte Creek Bridge 04-0116 Replace bridge rails.

BID CONTRACT #:

01-0C5004

AWARDING AGENCY:

State of California, Department of Transportation

PROJECT LOCATION:

01-Hum-36-11.3/34.6 01-0C5004, Crescent City, CA, 95531

BID DUE DATE:

01-26-2023 at 02:00 PM

OUTREACH COORDINATOR:

Renee Thomas

TELEPHONE:

(530) 244-8464

FAX:

(530) 244-8462

ADDRESS:

P.O. Box 990010, Redding, CA, 96099

PROJECT DETAILS:

Stewart Engineering Inc. will be bidding the referenced project as a prime contractor. Plans and specifications for this project may be viewed at your local builders exchange and are available for review in our office. If you require additional information regarding the requirements of the contract, please don’t hesitate to contact our office. In order that we may give your bid maximum consideration, please supply us with a fax or email letter prior to the bid describing the scope of your work. Stewart Engineering is signatory to the Labors Union Local 185 and Operators Union Local 3. We encourage and actively solicit proposals from DBE subcontractors and suppliers on all our projects. All qualified DBE subcontractors must be registered and certified by the California Department of Transportation. Prior to the bid, upon request, you can contact our office if you require assistance in bonding, lines of credit, insurance, obtaining necessary equipment, supplies, materials or services etc., which may be required by the Owner. Subcontractors must possess a current contractor’s license, worker’s compensation and insurance coverage during the entire length of the prime contract. All Subcontractors will be required to sign our standard Subcontract Agreement (AGC Long Form Standard Subcontract). If you require an advance copy to of the subcontract to look over please contact our office. You must be registered and provide your Department of Industrial Relations number.

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