Trade Journal

CalPortland Construction

is seeking certified and qualified DBE subcontractors and/or suppliers to provide quotes for the following items of work, including but not limited to: LEAD COMPLIANCE PLAN, LEVEL 2 CRITICAL PATH METHOD SCHEDULE, TIME-RELATED OVERHEAD (WDAY), DISPUTE RESOLUTION BOARD ON-SITE MEETING, HOURLY OFF-SITE DISPUTE-RESOLUTION-BOARD-RELATED TASKS, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, TYPE III BARRICADE, TEMPORARY PAVEMENT MARKING (PAINT), TEMPORARY TRAFFIC STRIPE (PAINT), CHANNELIZER (SURFACE MOUNTED), CHANNELIZER (SURFACE MOUNTED) (LEFT IN PLACE), TEMPORARY PAVEMENT MARKER, TEMPORARY BARRIER SYSTEM, PORTABLE CHANGEABLE MESSAGE SIGN (LS), TEMPORARY CRASH CUSHION TL-3, TEMPORARY RADAR SPEED FEEDBACK SIGN SYSTEM, JOB SITE MANAGEMENT, STORM WATER SAMPLING AND ANALYSIS DAY, STORM WATER ANNUAL REPORT, MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL), TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX), TEMPORARY CHECK DAM, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY GRAVEL BAG BERM, TEMPORARY LARGE SEDIMENT BARRIER, TEMPORARY CONSTRUCTION ENTRANCE, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, TREATED WOOD WASTE, TEMPORARY HIGH-VISIBILITY FENCE, CLEARING AND GRUBBING (LS), ROADWAY EXCAVATION, (F) - STRUCTURE EXCAVATION (BRIDGE), (F) - STRUCTURE BACKFILL (BRIDGE), MOVE-IN/MOVE-OUT (EROSION CONTROL), ROLLED EROSION CONTROL PRODUCT (NETTING), HYDROMULCH, COMPOST SOCK, STRAW, HYDROSEED, COMPOST (CY), INCORPORATE MATERIALS, CLASS 2 AGGREGATE BASE (CY), HOT MIX ASPHALT (TYPE A), 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, COLD PLANE ASPHALT CONCRETE PAVEMENT, FURNISH STEEL PILING (HP 14 X 89), DRIVE STEEL PILE (HP 14 X 89), (F) - STRUCTURAL CONCRETE, (F) - STRUCTURAL CONCRETE, BRIDGE FOOTING, (F) - STRUCTURAL CONCRETE, BRIDGE, (F) - STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER), (F) - STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N), (F) - STRUCTURAL CONCRETE, DRAINAGE INLET, CONCRETE SURFACE TEXTURE (FRACTURED RIB), FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE GIRDER (90'-100'), PERMANENT TRANSPARENT DECK FORMS, ERECT PRECAST PRESTRESSED CONCRETE GIRDER, JOINT SEAL (MR 1"), (F) - BAR REINFORCING STEEL (BRIDGE), 24" ALTERNATIVE PIPE CULVERT, 30" ALTERNATIVE PIPE CULVERT, 36" ALTERNATIVE PIPE CULVERT, 24" REINFORCED CONCRETE PIPE, 12" CORRUGATED STEEL PIPE DOWNDRAIN, 24" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK), 30" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK), 12" ENTRANCE TAPER, 12" DOWNDRAIN SLIP JOINT, DRAINAGE INLET MARKER, 36" CORRUGATED STEEL PIPE INLET (.138" THICK), 30" STEEL FLARED END SECTION, 36" ALTERNATIVE FLARED END SECTION, INLET DEPRESSION, RECONSTRUCT DRAINAGE FACILITY (EA), ADJUST INLET, CONCRETE (DITCH LINING), SLOPE PAVING (ROCK COBBLE) (SQFT), ROCK SLOPE PROTECTION (150 LB, CLASS III, METHOD B) (CY), ROCK SLOPE PROTECTION (20 LB, CLASS I, METHOD B) (CY), ROCK SLOPE PROTECTION FABRIC (CLASS 8), MINOR CONCRETE (CURB) (CY), DETECTABLE WARNING SURFACE, MINOR CONCRETE (GUTTER DEPRESSION), MINOR CONCRETE (SIDEWALK), MINOR CONCRETE (CURB RAMP), (F) - MISCELLANEOUS IRON AND STEEL, DESTROY WELL, SURVEY MONUMENT (TYPE A), SURVEY MONUMENT (TYPE D), ADJUST ACCESS BOX (UTILITY), ADJUST MANHOLE FRAME AND COVER (UTILITY), PREPARE AND STAIN CONCRETE, FENCE (TYPE BW, 4-STRAND, METAL POST), CHAIN LINK FENCE (TYPE CL-6, SLATTED), REMOVE FENCE, REMOVE GATE, REMOVE PAVEMENT MARKER, PAVEMENT MARKER (RETROREFLECTIVE), REMOVE ROADSIDE SIGN, 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), ROADSIDE SIGN - ONE POST, ROADSIDE SIGN - TWO POST, MIDWEST GUARDRAIL SYSTEM (STEEL POST), MIDWEST GUARDRAIL SYSTEM (8' POST), DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL POST), TRANSITION RAILING (TYPE AGT), END ANCHOR ASSEMBLY (TYPE SFT-M), ALTERNATIVE IN-LINE TERMINAL TL-3, ALTERNATIVE CRASH CUSHION TL-3, (F) - CONCRETE BARRIER (TYPE 842 MODIFIED), THERMOPLASTIC PAVEMENT MARKING (ENHANCED WET NIGHT VISIBILITY), 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12), 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY), 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY), REMOVE THERMOPLASTIC TRAFFIC STRIPE, REMOVE THERMOPLASTIC PAVEMENT MARKING, METHYL METHACRYLATE PAINT TRAFFIC STRIPE CROSSWALK AND PAVEMENT MARKING, LIGHTING SYSTEM, 2" CONDUIT (BRIDGE), MOBILIZATION


PROJECT NAME:

Hwy 101 Undercrossing at Wellsona

BID CONTRACT #:

05-1J7804

AWARDING AGENCY:

Caltrans - Department of Transportation

PROJECT LOCATION:

In San Luis Obispo County Near Paso Robles from 0.7 Mile North of Exline Road to 1.0 Mile South of Monterey Road, CA

BID DUE DATE:

09-19-2024 at 02:00 PM

OUTREACH COORDINATOR:

Betty Barbosa

TELEPHONE:

8053453581

FAX:

8053453538

ADDRESS:

1625 E. Donovan Rd, Santa Maria, CA, 93456

PROJECT DETAILS:

CalPortland Construction (CPC), a non-union company, intends to bid as a prime contractor.  CPC will negotiate in good faith with all qualified DBE subcontractors and suppliers for project participation. Any item of work, portion of an item, or combination thereof, will be considered. 100% Performance and Payment Bonds may be required. Bonding assistance is available. By submitting a bid for this project, subcontractors and suppliers affirm they have diligently examined all available project documentation and the project site, satisfying themselves completely of the project scope without reservation. Subcontractors must possess a valid CA contractor’s license, insurance and workers compensation coverage meeting CPC requirements, valid DIR number and will be required to sign a standard CPC Subcontract Agreement. Said agreement and insurance requirements may be obtained by calling the number listed below. CPC is an Equal Opportunity Employer. Please contact our office prior to bid date with any questions at (805) 345-3581. Bids may be emailed to:cpconstruction@calportland.com  or by fax to: (805) 345-3538. For additional project details, please visit the Caltrans website at: http://www.dot.ca.gov/hq/esc/oe/weekly_ads/index.php. Documents may also be viewed at CPC’s office located at 1625 E. Donovan Rd., Santa Maria CA by appointment.

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