Reference: 05-1G9504, Fed #PTST-S009(029)E
NEW BID DATE 05-1G9504 Drainage System Upgrades and Slope Stabilization at Inlets & Outlets, Santa Cruz County, CA
Santa Cruz County
Located in Santa Cruz County, CA

Owner: California Department of Transportation (CALTRANS)

Bid Date:  01/15/2025 at 02:00pm

We are requesting bids for the following trades and/or material suppliers:

Serafix Engineering Contractors, Inc. (SEC) is soliciting quotes from certified DBE Subcontractors and Suppliers for the following categories of work (including but not limited to):  POSITIVE LOCATION OF EXISTING UNDERGROUND INFRASTRUCTURE, LEAD COMPLIANCE PLAN, LEVEL 2 CRITICAL PATH METHOD SCHEDULE, DRA ON-SITE MEETING, HOURLY OFF-SITE DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS, CAS, TRAFFIC CONTROL SYSTEM, TYPE III BARRICADE, TEMP PAVEMENT MARKING (PAINT), TEMP TRAFFIC STRIPE (PAINT), TEMP BARRIER SYSTEM, PCMS, TEMP CRASH CUSHION TL-3, AUTOMATED FLAGGER ASSISTANCE DEVICE DAY, WPCP, TEMP HYDRAULIC MULCH (BONDED FIBER MATRIX), TEMP CHECK DAM, TEMP DRAINAGE INLET PROTECTION, TEMP FIBER ROLL, TEMP GRAVEL BAG BERM, TEMP LARGE SEDIMENT BARRIER, TEMP CONCRETE WASHOUT, WATER QUALITY SAMPLING AND ANALYSIS DAY, WATER QUALITY MONITORING REPORT, TEMP CREEK DIVERSION SYSTEMS, TREATED WOOD WASTE, CONTRACTOR SUPPLIED ARBORIST, TEMP WILDLIFE EXCLUSION FENCE, TEMP HIGH-VISIBILITY FENCE, TEMP BOUNDARY SIGN (ON POST), CLEARING AND GRUBBING, ROADWAY EXCAVATION, STRUCTURE EXCAVATION (SOLDIER PILE WALL), STRUCTURE BACKFILL (SOLDIER PILE WALL), CONCRETE BACKFILL (SOLDIER PILE WALL), CONCRETE BACKFILL, LEAN CONCRETE BACKFILL, IMPORTED BORROW, ROADSIDE CLEARING, SOIL AMENDMENT, PLANT TUBE, PLANT (GROUP H), PLANT (GROUP A), PLANT (GROUP B), PLANT ESTABLISHMENT WORK, WOOD MULCH, FOLIAGE PROTECTOR, TEMP IRRIGATION SYSTEM, MOVE-IN/MOVE-OUT (EROSION CONTROL), DUFF (SQFT), ROLLED EROSION CONTROL PRODUCT (NETTING), HYDROSEED, COMPOST, CLASS 2 AGGREGATE BASE, HOT MIX ASPHALT (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), REMOVE ASPHALT CONCRETE PAVEMENT (SQFT), REMOVE ASPHALT CONCRETE DIKE, TEMP SHORING, STEEL SOLDIER PILE (W 14 X 120), 30" DRILLED HOLE, STRUCTURAL CONCRETE, BARRIER SLAB,  STRUCTURAL CONCRETE, BOX CULVERT, STRUCTURAL CONCRETE, HEADWALL, STRUCTURAL CONCRETE, DRAINAGE INLET, PRECAST CONCRETE LAGGING, BAR REINFORCING STEEL (BOX CULVERT), CLEAN AND PAINT STEEL SOLDIER PILING, REMOVE RETAINING WALL (PORTION), GALVANIC ANODES, 24" ALTERNATIVE PIPE CULVERT, 30" ALTERNATIVE PIPE CULVERT, 36" ALTERNATIVE PIPE CULVERT, STRESS REDUCING SLAB, 18" REINFORCED CONCRETE PIPE, 24" REINFORCED CONCRETE PIPE, 36" REINFORCED CONCRETE PIPE, 24" ENTRANCE TAPER, CABLE ANCHORAGE SYSTEM (MOD), 24" ANCHOR ASSEMBLY, CABLE ANCHORAGE SYSTEM, DRAINAGE INLET MARKER, 18" CONCRETE FLARED END SECTION, 24" CONCRETE FLARED END SECTION, 30" CONCRETE FLARED END SECTION, 36" CONCRETE FLARED END SECTION, 24" ALTERNATIVE FLARED END SECTION, 30" ALTERNATIVE FLARED END SECTION, 36" ALTERNATIVE FLARED END SECTION, 36" PRECAST CONCRETE PIPE INLET, ABANDON CULVERT, REMOVE CULVERT (LF), REMOVE DEBRIS RACK, REMOVE INLET, REMOVE HEADWALL, REMOVE JUNCTION BOX, REMOVE ASPHALT CONCRETE OVERSIDE DRAIN, REMOVE FLARED END SECTION, CLEANING, INSPECTING, AND PREPARING CULVERT, ROCK SLOPE PROTECTION (300 LB, CLASS IV, METHOD B), RSP FABRIC (CLASS 8), MINOR CONCRETE (CURB, GUTTER, SIDEWALK AND DRIVEWAY), REMOVE CURB, MISCELLANEOUS IRON AND STEEL, ADJUST UTILITY COVER TO GRADE, PREPARE AND STAIN CONCRETE, STAIN GALVANIZED SURFACES (LS), RELOCATE MAILBOX, JACKED 30" REINFORCED CONCRETE, JACKED 36" REINFORCED CONCRETE, JACKED 120" REINFORCED CONCRETE, REMOVE FENCE, REMOVE PAVEMENT MARKER, PAVEMENT MARKER (RETROREFLECTIVE), OBJECT MARKER (TYPE P), MIDWEST GUARDRAIL SYSTEM (STEEL POST), REMOVE BURIED POST END ANCHOR, STRENGTHENED MIDWEST GUARDRAIL SYSTEM (STEEL POST), MIDWEST GUARDRAIL SYSTEM (8' STEEL POST), VEGETATION CONTROL (MINOR CONCRETE), CONTROLLED LOW STRENGTH MATERIAL, TUBULAR BICYCLE RAILING, TRANSITION RAILING (TYPE AGT), END ANCHOR ASSEMBLY (TYPE SFT-M), ALTERNATIVE IN-LINE TERMINAL TL-3, BURIED POST END ANCHOR, CALIFORNIA ST-76 BRIDGE RAIL (MODIFIED), REMOVE GUARDRAIL, REMOVE CRASH CUSHION, THERMOPLASTIC PAVEMENT MARKING (ENHANCED WET NIGHT VISIBILITY), 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY), REMOVE THERMOPLASTIC TRAFFIC STRIPE, MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, TEMP SIGNAL SYSTEMS.  Work will be broken down to accommodate subcontractor quotes.

 

PLEASE SUBMIT A COPY OF YOUR CURRENT DBE CERTIFICATION WITH YOUR PROPOSAL.

 

Bid documents can be viewed at or obtained from:
Plans & specifications are available for downloading from the Caltrans website:  https://ppmoe.dot.ca.gov/des/oe/weekly-ads/oe-project.php?q=05-1G9504, viewing at our office or at Caltrans Plans Counter.  Please contact SEC at 925-552-8253 for additional information or questions

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 agreements.

Serafix Engineering Contractors, In
7 Crow Canyon Ct Ste 250
San Ramon, CA 94583
Phone: 925-552-8253  Fax:
Email: ESTIMATING@secontractors.com
Larry Brandt

Published Dec 31, 2024 on
Construction Bid Source a Trade and Focus Publication
located at http://www.constructionbidsource.com
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This solicitation Ad will be archived 30 days after the bid date