Contractors Estimate.com
Saving contractors time and money by delivering complete bid estimates.

 
Online DVBE certification is here!
ARTICLES
&
EDITORIALS

Advertisement date March 29th, 2018 @ 4:15 pm through bid opening date

USS Cal Builders is seeking qualified DBE subcontractors, suppliers and firms to meet or exceed the 13%  goal for the Caltrans 12-0C8904 - CONSTRUCTION ON STATE HIGHWAY IN ORANGE COUNTY IN SANTA ANA AND ANAHEIM FROM 0.4 MILE SOUTH OF GRAND AVENUE UNDERCROSSING TO BALL ROAD OVERCROSSING In District 12 on Route 5

Bid Date and Time:

MAY 8, 2018 at 2:00 PM

Project Owner:

CALTRANS

Engineer’s Estimate:

$24.5 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=12-0C8904

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, CHANNELIZER (SURFACE MOUNTED), PORTABLE DELINEATOR, TEMPORARY SIGNAL SYSTEM, PORTABLE CHANGEABLE MESSAGE SIGN (LS), TEMPORARY RAILING (TYPE K), ALTERNATIVE TEMPORARY CRASH CUSHION, TEMPORARY TRAFFIC SCREEN, 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 CHECK DAM, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY CONSTRUCTION ENTRANCE, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, HEALTH AND SAFETY PLAN, TREATED WOOD WASTE, REMOVE CONCRETE (CY), CLEARING AND GRUBBING (LS), DUST PALLIATIVE, ROADWAY EXCAVATION, STRUCTURE EXCAVATION (RETAINING WALL), STRUCTURE EXCAVATION (GROUND ANCHOR WALL), STRUCTURE BACKFILL (RETAINING WALL), STRUCTURE BACKFILL (GROUND ANCHOR WALL), PERVIOUS BACKFILL MATERIAL (RETAINING WALL), DITCH EXCAVATION, EMBANKMENT, PRUNE EXISTING PLANTS, WEED GERMINATION, CULTIVATION, SOIL AMENDMENT, PACKET FERTILIZER, PLANT (GROUP F), PLANT (GROUP K), PLANT (GROUP A), PLANT (GROUP B), SOD, MAINTAIN EXISTING PLANTED AREAS, PLANT ESTABLISHMENT WORK, WOOD MULCH, CHECK AND TEST EXISTING IRRIGATION FACILITIES, OPERATE EXISTING IRRIGATION FACILITIES, REMOVE IRRIGATION FACILITY, CONTROL AND NEUTRAL CONDUCTORS (ARMOR-CLAD), 1" REMOTE CONTROL VALVE, 1 1/2" REMOTE CONTROL VALVE, TREE WELL SPRINKLER ASSEMBLY, RISER SPRINKLER ASSEMBLY (GEAR DRIVEN), RISER SPRINKLER ASSEMBLY, 3" GATE VALVE, 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), 3" PLASTIC PIPE (CLASS 315) (SUPPLY LINE), BALL VALVE, 12" CORRUGATED HIGH DENSITY POLYETHYLENE PIPE CONDUIT, 10" CORRUGATED STEEL PIPE CONDUIT (.064" THICK), CLASS 2 AGGREGATE SUBBASE, CLASS 2 AGGREGATE BASE (CY), ASPHALT TREATED PERMEABLE BASE, HOT MIX ASPHALT (TYPE A), HOT MIX ASPHALT-OPEN GRADED (OPEN GRADED FRICTION COURSE), PLACE HOT MIX ASPHALT DIKE (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE F), PLACE HOT MIX ASPHALT DIKE (TYPE C MOD), PLACE HOT MIX ASPHALT DIKE (TYPE D MOD), PLACE HOT MIX ASPHALT DIKE (TYPE F MOD), PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA), TACK COAT, REMOVE ASPHALT CONCRETE DIKE, COLD PLANE ASPHALT CONCRETE PAVEMENT, JOINTED PLAIN CONCRETE PAVEMENT, JOINTED PLAIN CONCRETE PAVEMENT (RSC), DRILL AND BOND (DOWEL BAR), REMOVE CONCRETE PAVEMENT (CY), GROOVE EXISTING CONCRETE PAVEMENT, GRIND EXISTING CONCRETE PAVEMENT, GROUND ANCHOR (SUBHORIZONTAL), 60" CAST-IN-DRILLED-HOLE CONCRETE PILE (SIGN FOUNDATION), STRUCTURAL CONCRETE, BRIDGE, STRUCTURAL CONCRETE, RETAINING WALL, STRUCTURAL CONCRETE, DRAINAGE INLET, MINOR CONCRETE, MINOR CONCRETE (BACKFILL), FRACTURED RIB TEXTURE, DRILL AND BOND DOWEL, CLEAN EXPANSION JOINT, JOINT SEAL ASSEMBLY (MR 3"), BAR REINFORCING STEEL (BRIDGE), BAR REINFORCING STEEL (RETAINING WALL), STRUCTURAL SHOTCRETE, FURNISH SIGN STRUCTURE (TRUSS), INSTALL SIGN STRUCTURE (TRUSS), REMOVE SIGN STRUCTURE (EA), REMOVE BRIDGE MOUNTED SIGN, REMOVE RETAINING WALL (LF), REFINISH BRIDGE DECK, BRIDGE REMOVAL, BRIDGE REMOVAL (PORTION), LOCATION A, BRIDGE REMOVAL (PORTION), LOCATION B, 18" ALTERNATIVE PIPE CULVERT, 24" ALTERNATIVE PIPE CULVERT, 30" ALTERNATIVE PIPE CULVERT, 18" SLOTTED CORRUGATED STEEL PIPE (.079" THICK), 8" PERFORATED PLASTIC PIPE UNDERDRAIN, 3" PLASTIC PIPE (EDGE DRAIN), 3" PLASTIC PIPE (EDGE DRAIN OUTLET), GRATED LINE DRAIN, ABANDON CULVERT (LF), ABANDON DECK DRAIN, ABANDON INLET, REMOVE PIPE (LF), REMOVE INLET, ADJUST INLET, CAP INLET, SAND BACKFILL, REMOVE SLOPE PAVING (SQYD), ROCK SLOPE PROTECTION (FACING, METHOD B) (CY), SLOPE PAVING (CONCRETE), ROCK SLOPE PROTECTION FABRIC (CLASS 8), MINOR CONCRETE (GUTTER) (LF), DETECTABLE WARNING SURFACE, MINOR CONCRETE (CURB, GUTTER, SIDEWALK AND DRIVEWAY), MINOR CONCRETE (TEXTURED PAVING), REMOVE CONCRETE (CURB, GUTTER, AND SIDEWALK) (CY), MISCELLANEOUS IRON AND STEEL, MISCELLANEOUS METAL (BRIDGE), PAINT CURB (2-COAT), TEMPORARY FENCE, REMOVE PAVEMENT MARKER, REMOVE DELINEATOR, DELINEATOR (CLASS 1), PAVEMENT MARKER (RETROREFLECTIVE), MILEPOST MARKER, REMOVE ROADSIDE SIGN, REMOVE ROADSIDE SIGN PANEL, REMOVE SIGN PANEL, RELOCATE ROADSIDE SIGN, FURNISH LAMINATED PANEL SIGN (1"-TYPE A), FURNISH LAMINATED PANEL SIGN (1"-TYPE A) 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) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED), 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 (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 ROADSIDE SIGN PANEL ON EXISTING POST, INSTALL ROADSIDE SIGN ON BRIDGE COLUMN, MIDWEST GUARDRAIL SYSTEM, VEGETATION CONTROL (MINOR CONCRETE), CHAIN LINK RAILING (TYPE 7), CABLE RAILING, TRANSITION RAILING (TYPE WB-31), END ANCHOR ASSEMBLY (TYPE SFT), ALTERNATIVE IN-LINE TERMINAL SYSTEM, ALTERNATIVE CRASH CUSHION, CONCRETE BARRIER (TYPE 60F), CONCRETE BARRIER (TYPE 60), CONCRETE BARRIER (TYPE 60C), CONCRETE BARRIER (TYPE 60D), CONCRETE BARRIER (TYPE 60G), CONCRETE BARRIER (TYPE 60GC), CONCRETE BARRIER (TYPE 60GE), CONCRETE BARRIER (TYPE 732SW), CONCRETE BARRIER (TYPE 736A), CONCRETE BARRIER (TYPE 60R), CONCRETE BARRIER (TYPE 60SD), REMOVE GUARDRAIL, REMOVE CONCRETE BARRIER, REMOVE CRASH CUSHION, THERMOPLASTIC PAVEMENT MARKING (ENHANCED WET NIGHT VISIBILITY), 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7), 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12), PAINT TRAFFIC STRIPE (2-COAT), PAINT PAVEMENT MARKING (2-COAT), 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY), 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY), 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3), 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12), REMOVE PAINTED TRAFFIC STRIPE, REMOVE PAINTED PAVEMENT MARKING, REMOVE THERMOPLASTIC TRAFFIC STRIPE, REMOVE THERMOPLASTIC PAVEMENT MARKING, MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, MODIFYING EXISTING ELECTRICAL SYSTEM, REMOVING EXISTING ELECTRICAL SYSTEM.

 

USS Cal Builders requires 100% Performance & Payment Bonds. If requested, and as USS Cal Builders way of assisting subs in obtaining bonds, lines of credit and insurance in the preparation of this project, we can initiate introduction to agents known to us. 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.

 

Sincerely,

Bidding Department
USS Cal Builders Inc.


8051 Main Street, Stanton, CA 90680

License # 654454

www.usscalbuilders.com

 

Published on March 29th, 2018 @ 4:15 pm by Contractor’s Estimate, Inc.
Located at http://www.contractorsestimate.com

This advertisement will run through the bid date

 
NEWS
&
EVENTS
 
What are we about? Contact us HOME