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Advertisement dateDecember 7th, 2017 @ 11:25 a.m. through bid opening date

USS Cal Builders is seeking qualified DBE subcontractors, suppliers and firms to meet or exceed the 11%  goal for the
07-202124 CONSTRUCTION ON STATE HIGHWAY IN LOS ANGELES COUNTY IN AND NEAR BELL, VERNON, AND CITY OF COMMERCE, FROM 0.2 MILE SOUTH OF SLAUSON AVE OVERCROSSING TO 0.1MILE NORTH OF THIRD ST OVERCROSSING Project.

 

Bid Date and Time:

JANUARY 30, 2018 AT 2PM

Engineer’s Estimate:

$85 Million

Estimator’s Name:

JIM LARREA

Email Address:

bidding@usscalbuilders.com

Estimator's Phone:

(714) 828-4882 Ext. 3

Estimator’s Fax:

(714) 503-6805

Plans and Specs Link:

http://www.dot.ca.gov/des/oe/weekly-ads/plans.php?id=07-202124

 

The Work includes, but is not limited to: LEAD COMPLIANCE PLAN, PROGRESS SCHEDULE (CRITICAL PATH METHOD), TIME-RELATED OVERHEAD (WDAY), CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, TYPE II BARRICADE, TYPE III BARRICADE, CHANNELIZER (SURFACE MOUNTED), CHANNELIZER (SURFACE MOUNTED) (LEFT IN PLACE), TEMPORARY TERMINAL SECTION (TYPE K), TEMPORARY RAILING (TYPE K), TEMPORARY CRASH CUSHION MODULE, JOB SITE MANAGEMENT, PREPARE STORM WATER POLLUTION PREVENTION PLAN, RAIN EVENT ACTION PLAN, STORM WATER SAMPLING AND ANALYSIS DAY, STORM WATER ANNUAL REPORT, TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX), TEMPORARY HYDROSEED, TEMPORARY COVER, 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, REMOVE YELLOW THERMOPLASTIC TRAFFIC STRIPE (HAZARDOUS WASTE), WORK AREA MONITORING (BRIDGE), TREATED WOOD WASTE, REMOVE CONCRETE (LF), REMOVE CONCRETE (CY), REMOVE CONCRETE (MISCELLANEOUS) (SQFT), CLEARING AND GRUBBING (LS), ROADWAY EXCAVATION, ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY DEPOSITED LEAD), ROADWAY EXCAVATION (TYPE Y-1) (AERIALLY DEPOSITED LEAD), STRUCTURE EXCAVATION, STRUCTURE EXCAVATION (BRIDGE), STRUCTURE EXCAVATION (RETAINING WALL), STRUCTURE EXCAVATION (TYPE CM) (NON-HAZARDOUS WASTE), STRUCTURE EXCAVATION (TYPE Z-2A) (CALIFORNIA HAZARDOUS WASTE), STRUCTURE EXCAVATION (TYPE Y-1) (AERIALLY DEPOSITED LEAD), STRUCTURE BACKFILL, STRUCTURE BACKFILL (BRIDGE), STRUCTURE BACKFILL (RETAINING WALL), PERVIOUS BACKFILL MATERIAL, SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS B3, ROADSIDE CLEARING, PRUNE EXISTING PLANTS, ROCK BLANKET, SLOW-RELEASE FERTILIZER, PLANT (GROUP H), PLANT (GROUP K), PLANT (GROUP A), PLANT (GROUP B), PLANT (GROUP U), MAINTAIN EXISTING PLANTED AREAS, PLANT ESTABLISHMENT WORK, WOOD MULCH, CHECK AND TEST EXISTING IRRIGATION FACILITIES, OPERATE EXISTING IRRIGATION FACILITIES, CONTROL AND NEUTRAL CONDUCTORS, 3/4" REMOTE CONTROL VALVE, 1" REMOTE CONTROL VALVE, 1 1/2" REMOTE CONTROL VALVE, 2" REMOTE CONTROL VALVE, 16-18 STATION IRRIGATION CONTROLLER (WALL MOUNTED), TEMPORARY IRRIGATION SYSTEM, 1" GALVANIZED STEEL PIPE (SUPPLY LINE), 2" GALVANIZED STEEL PIPE (SUPPLY LINE), IRRIGATION CONTROLLER ENCLOSURE CABINET, 2" BACKFLOW PREVENTER ASSEMBLY, FLOW SENSOR, RISER SPRINKLER ASSEMBLY (GEAR DRIVEN), RISER SPRINKLER ASSEMBLY, CAM COUPLER ASSEMBLY, 2" GATE VALVE, 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 1 1/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 1 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), BALL VALVE, 8" WELDED STEEL PIPE CONDUIT, HYDROMULCH, HYDROSEED, COMPOST (CY), INCORPORATE MATERIALS, CLASS 3 AGGREGATE BASE (CY), LEAN CONCRETE BASE, LEAN CONCRETE BASE RAPID SETTING, BASE BOND BREAKER (GEOSYNTHETIC), HOT MIX ASPHALT (TYPE A), RUBBERIZED HOT MIX ASPHALT (GAP GRADED), HOT MIX ASPHALT (BRIDGE), ASPHALT BINDER (GEOSYNTHETIC PAVEMENT INTERLAYER), GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING MAT), PLACE HOT MIX ASPHALT DIKE (TYPE C), PLACE HOT MIX ASPHALT DIKE (TYPE D), PLACE HOT MIX ASPHALT DIKE (TYPE E), PLACE HOT MIX ASPHALT DIKE (TYPE F), PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA), COLD PLANE ASPHALT CONCRETE PAVEMENT, CONTINUOUSLY REINFORCED CONCRETE PAVEMENT (RSC), CONTINUOUSLY REINFORCED CONCRETE PAVEMENT (TERMINAL JOINT, TYPE D), CONTINUOUSLY REINFORCED CONCRETE PAVEMENT (WIDE FLANGE BEAM TERMINAL), CONTINUOUSLY REINFORCED CONCRETE PAVEMENT (EXPANSION JOINT, TYPE WF), JOINTED PLAIN CONCRETE PAVEMENT, JOINTED PLAIN CONCRETE PAVEMENT (RSC), DRILL AND BOND (DOWEL BAR), DRILL AND BOND (TIE BAR), JOINT SEAL (PREFORMED COMPRESSION), ISOLATION JOINT SEAL (PREFORMED COMPRESSION), REMOVE CONCRETE PAVEMENT AND BASE, FURNISH STEEL PILING (HP 14 X 89), DRIVE STEEL PILE (HP 14 X 89), 90" PERMANENT STEEL CASING, 16" CAST-IN-DRILLED-HOLE CONCRETE PILING, 87" CAST-IN-DRILLED-HOLE CONCRETE PILING, 90" CAST-IN-DRILLED-HOLE CONCRETE PILING, FURNISH PILING (CLASS 90) (ALTERNATIVE W), DRIVE PILE (CLASS 90) (ALTERNATIVE W), FURNISH PILING (CLASS 140) (ALTERNATIVE W), DRIVE PILE (CLASS 140) (ALTERNATIVE W), 60" CAST-IN-DRILLED-HOLE CONCRETE PILE (SIGN FOUNDATION), STRUCTURAL CONCRETE, STRUCTURAL CONCRETE, BRIDGE FOOTING, STRUCTURAL CONCRETE, BRIDGE, STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER), STRUCTURAL CONCRETE, RETAINING WALL, STRUCTURAL CONCRETE, SOUND WALL, AGGREGATE BASE (APPROACH SLAB), STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N), STRUCTURAL CONCRETE, APPROACH SLAB (TYPE R), STRUCTURAL CONCRETE, BOX CULVERT, STRUCTURAL CONCRETE, DRAINAGE INLET, MINOR CONCRETE (MINOR STRUCTURE), MINOR CONCRETE (BACKFILL), PAVING NOTCH EXTENSION, ARCHITECTURAL TREATMENT GUNITE FINISH, FRACTURED RIB TEXTURE, DRILL AND BOND DOWEL, DRILL AND BOND DOWEL (CHEMICAL ADHESIVE)(LF), CLEAN EXPANSION JOINT, FURNISH PRECAST PRESTRESSED RECTANGULAR GIRDER (50'-60'), FURNISH PRECAST PRESTRESSED U GIRDER (50'-60'), FURNISH PRECAST PRESTRESSED CONCRETE BULB-TEE GIRDER (80'-90'), FURNISH PRECAST PRESTRESSED CONCRETE BULB-TEE GIRDER (90'-100'), FURNISH PRECAST PRESTRESSED CONCRETE BULB-TEE GIRDER (100'-110'), FURNISH PRECAST PRESTRESSED CONCRETE BULB-TEE GIRDER (110'-120'), FURNISH PRECAST PRESTRESSED CONCRETE BULB-TEE GIRDER (120'-130'), FURNISH PRECAST PRESTRESSED CONCRETE BULB-TEE GIRDER (40'-50'), FURNISH PRECAST PRESTRESSED CONCRETE BULB-TEE GIRDER (60'-70'), FURNISH PRECAST PRESTRESSED CONCRETE BULB-TEE GIRDER (70'-80'), ERECT PRECAST PRESTRESSED CONCRETE GIRDER, JOINT SEAL (MR 1/2"), JOINT SEAL (MR 1"), JOINT SEAL (TYPE AL), BAR REINFORCING STEEL, BAR REINFORCING STEEL (BRIDGE), BAR REINFORCING STEEL (RETAINING WALL), BAR REINFORCING STEEL (BOX CULVERT), BAR REINFORCING STEEL (EPOXY COATED) (BRIDGE), STRUCTURAL STEEL (PIPE PIN), FURNISH SIGN STRUCTURE (TRUSS), INSTALL SIGN STRUCTURE (TRUSS), REMOVE SIGN STRUCTURE WALKWAY (EA), REMOVE SIGN STRUCTURE (EA), SPOT BLAST CLEAN AND PAINT UNDERCOAT, PUBLIC SAFETY PLAN, RAPID SETTING CONCRETE (PATCH), REMOVE ASPHALT CONCRETE SURFACING, REMOVE CONCRETE DECK SURFACE, REMOVE UNSOUND CONCRETE, PREPARE CONCRETE BRIDGE DECK SURFACE, FURNISH POLYESTER CONCRETE OVERLAY, PLACE POLYESTER CONCRETE OVERLAY, CORE CONCRETE (18"), BRIDGE REMOVAL (PORTION), LOCATION A, BRIDGE REMOVAL (PORTION), LOCATION B, BRIDGE REMOVAL (PORTION), LOCATION C, BRIDGE REMOVAL (PORTION), LOCATION D, BRIDGE REMOVAL (PORTION), LOCATION E, BRIDGE REMOVAL (PORTION), LOCATION F, BRIDGE REMOVAL (PORTION), LOCATION H, 18" ALTERNATIVE SLOTTED PIPE, 15" PLASTIC PIPE, 24" REINFORCED CONCRETE PIPE, 4" PLASTIC PIPE (EDGE DRAIN OUTLET), 36" PRECAST CONCRETE PIPE MANHOLE, ABANDON CULVERT (LF), REMOVE PIPE (LF), REMOVE INLET, REMOVE HEADWALL, MODIFY INLET, CAP INLET, SAND BACKFILL, REMOVE SLOPE PAVING (SQYD), CONCRETE (DITCH LINING), MINOR CONCRETE (CURB) (CY), MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION), MINOR CONCRETE (STAMPED CONCRETE), MINOR CONCRETE (SIDEWALK), REMOVE CONCRETE CURB (CY), MISCELLANEOUS IRON AND STEEL, MISCELLANEOUS METAL, MISCELLANEOUS METAL (BRIDGE), BRIDGE DECK DRAINAGE SYSTEM, MISCELLANEOUS METAL (INCLINED SCREEN), PREPARE AND STAIN CONCRETE, CHAIN LINK FENCE (TYPE CL-6), 6' CHAIN LINK GATE (TYPE CL-6), REMOVE CHAIN LINK FENCE, REMOVE PAVEMENT MARKER, REMOVE CHANNELIZER, PAVEMENT MARKER (NON-REFLECTIVE), PAVEMENT MARKER (RETROREFLECTIVE), MILEPOST MARKER, REMOVE ROADSIDE SIGN, REMOVE ROADSIDE SIGN PANEL, RELOCATE ROADSIDE SIGN, 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), 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 (0.063"-UNFRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-FRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI), RETROREFLECTIVE SHEETING (TYPE XI), METAL (ROADSIDE SIGN), 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 BRIDGE MOUNTED SIGN PANEL (VERTICAL CLEARANCE), INSTALL ROADSIDE SIGN SOUNDWALL BARRIER MOUNTED, INSTALL ROADSIDE SIGN (LAMINATED WOOD BOX POST), MIDWEST GUARDRAIL SYSTEM (WOOD POST), VEGETATION CONTROL (MINOR CONCRETE), CHAIN LINK RAILING (TYPE 7), CHAIN LINK RAILING (TYPE 7 MODIFIED), CABLE RAILING, TRANSITION RAILING (TYPE WB-31), END ANCHOR ASSEMBLY (TYPE SFT), ALTERNATIVE IN-LINE TERMINAL SYSTEM, ALTERNATIVE FLARED TERMINAL SYSTEM, CONCRETE BARRIER (TYPE 60SA MODIFIED), CONCRETE BARRIER (TYPE 60GC), CONCRETE BARRIER (TYPE 60SA), CONCRETE BARRIER (TYPE 60GA MODIFIED), CONCRETE BARRIER (TYPE 732A MODIFIED), CONCRETE BARRIER (TYPE 736B MODIFIED1), CONCRETE BARRIER (TYPE 736), CONCRETE BARRIER (TYPE 736A), CONCRETE BARRIER (TYPE 736 MODIFIED), CONCRETE BARRIER (TYPE 732B MODIFIED), CONCRETE BARRIER (TYPE 736B MODIFIED), CONCRETE BARRIER (TYPE 60GCR), CONCRETE BARRIER (TYPE 60GR), CONCRETE BARRIER (TYPE 60C MODIFIED), CONCRETE BARRIER (TYPE 60W MODIFIED), REMOVE GUARDRAIL, REMOVE CONCRETE BARRIER, REMOVE CONCRETE BARRIER (TYPE K), REMOVE CONCRETE BARRIER (TYPE 50), REMOVE CRASH CUSHION (SAND FILLED), 4" THERMOPLASTIC TRAFFIC STRIPE, 8" THERMOPLASTIC TRAFFIC STRIPE, 8" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 12-3), THERMOPLASTIC PAVEMENT MARKING, 4" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 36-12), 4" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 17-7), PAINT TRAFFIC STRIPE (1-COAT), PAINT TRAFFIC STRIPE (2-COAT), PAINT PAVEMENT MARKING (1-COAT), REMOVE PAINTED TRAFFIC STRIPE, REMOVE PAINTED PAVEMENT MARKING, REMOVE THERMOPLASTIC TRAFFIC STRIPE, REMOVE THERMOPLASTIC PAVEMENT MARKING, MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, COMMUNICATION SYSTEM, CLOSED CIRCUIT TELEVISION CAMERA SYSTEM, CHANGEABLE MESSAGE SIGN SYSTEM, TEMPORARY LIGHTING SYSTEM, MODIFYING EXISTING ELECTRICAL SYSTEM, REMOVING EXISTING ELECTRICAL SYSTEM.

For detailed line items, please go to: http://www.dot.ca.gov/des/oe/weekly-ads/oe-biditems.php?q=07-202124

If requested, USS Cal Builders can assist subs in obtaining bonds, lines of credit and insurance in the preparation of this
project. USS Cal can also assist in obtaining equipment, supplies, materials or related assistance or services in the preparation of this project. USS Cal is relying on the price submitted in a subcontractor's proposal as an all-inclusive price for its trade scope found in the plans, specifications and addenda regardless of any qualifying language in the proposal. USS Cal's listing of a subcontractor is not an acceptance of any or all of that subcontractor's conditions, qualifications, exclusions or exceptions included in the subcontractor's bid proposal. The subcontractor agrees that its bid will remain valid for the same period of time that the prime contractor's bid must remain valid with the owner, as specified in the project's specifications.

Each listed subcontractor must execute USS Cal's standard subcontract agreement if USS Cal is awarded the project; the standard subcontract is available for review on USS Cal's website (www.usscalbuilders.com ) and at USS Cal's office. At the discretion of USS Cal, any listed subcontractor that withdraws its bid after USS Cal submits its bid to the owner will be responsible for the difference in price for such scope of work charged by the replacement subcontractor.

This is a prevailing wage project. If this project is subject to a Project Labor Agreement or Project Stabilization Agreement, you will be required to honor the terms of such agreement. USS Cal Builders, Inc. is signatory to the Carpenter's Union. Any subcontractor performing carpentry work must be signatory to the Carpenter's Union.

An Equal Opportunity Employer.

Bidding Department
USS Cal Builders Inc.

8051 Main Street, Stanton, CA 90680

License # 654454

www.usscalbuilders.com

 

Published on December 7th, 2017 @ 11:25 a.m. by Contractor’s Estimate, Inc.
Located at http://www.contractorsestimate.com

This advertisement will run through the bid date

 
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