Listing for all primes seeking assistance with project 07-202124. 5 results found.
Contractor: J. McLoughlin Engineering Co., Inc. Contact: Joe McLoughlin
Address: 10641 Fulton Ct. Rancho Cucamonga, CA 91730
Phone: 909-944-1037 Fax: 909-944-3112 Email: Berenice@jmeci.com
Services needed: J. McLoughlin Engineering Co., Inc. (JMECI) is requesting quotes from all qualified subcontractors and suppliers especially certified DBE?s (This project has a 11% DBE Requirement) firms for the following items of work, including but not limited to: Trucking, Street Sweeping, Equipment Rental, LEAD COMPLIANCE PLAN, PROGRESS SCHEDULE (CRITICAL PATH METHOD), 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,K,A,B, 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, AND REMOVING EXISTING ELECTRICAL SYSTEM. Quotations will be broken down into comparable packages as reasonably necessary. JMECI will work with interested subcontractors/vendors/suppliers to identify opportunities to break down items into economically feasible packages. PLEASE DO NOT E-MAIL QUOTES.
Requirements: Subcontractors must possess a current contractor?s license, and provide General Liability, Auto and Worker?s Compensation Insurance meeting the minimum requirements required by JMECI and will be required to sign a Subcontract Agreement and / or Purchase Order if necessary. 100% performance and payment bonds may be required for the full amount of subcontract price. JMECI will provide assistance in Bonding, Line of Credit, Insurance, Equipment, Supplies, and Materials if necessary to all qualified subcontractors. Plans and Specifications are available for viewing by appointment only at our office located at 10641 Fulton Ct., Rancho Cucamonga, CA 91730. J. McLoughlin Engineering Co., Inc. intends to work cooperatively with all qualified firms seeking work on this project. JMECI is an Equal Opportunity Employer. PLEASE DO NOT E-MAIL QUOTES.
Date posted: 11/29/2017
Contractor: USS Cal Builders, Inc. Contact: Estimating
Address: 8051 Main Street Stanton, CA 90680
Phone: 714-828-4882 Fax: 714-503-6805 Email: bidding@usscalbuilders.com
Services needed: USS Cal Builders is seeking qualified DBE subcontractors, suppliers and firms to meet or exceed the 13% goal. 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.
Requirements: 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.
Date posted: 12/04/2017
Contractor: Guy F. Atkinson Contact: Drew Nelson
Address: 18201 Von Karman Avenue, Suite 800 Irvine, CA 92612
Phone: 949-382-7145 Fax: 949-553-0252 Email: socal.estimating@atkn.com
Services needed: Guy F. Atkinson requests quotes for all items and services listed below from all qualified and certified subcontractors and suppliers including DBE/DVBE/SBE companies. Lower Tier DBE participation is welcomed. Description of Work/Supply/Services needed (but not limited to): Aggregate Base, Architectural Treatment Gunite Finish, Biologist Services, Chain Link Railing (Various Sizes), CIDH (16"/87"/90") Concrete Piling, Concrete Barrier (Various Types), Construction Area Signs, Demolition, Drill & Bond Dowel, Drilled Piling, Electrical, Erosion Control, Fence / MBGR, Flatwork, Hazardous Waste Removal, HMA, Joint Seals, Furnish Laminated Panel Signs (Various Sizes), Landscape, LCB Rapid Set, Minor Concrete, Paving Supply, Pavement Marking, OHSS, Driven Piling, Paving Supply, Polyester Concrete Overlay (Furnish/ Place), Precast Bridge Concrete, Precast Prestressed Concrete Girders (Various Sizes & Types), Rapid Setting Concrete, Rebar, 24" Reinforced Concrete Pipe, Rock Blanket, Furnish Single Sheet Aluminum Signs (Various Sizes)Structural Concrete, Street Sweeping, Structural Steel, Temporary Concrete Washout, Temporary Fiber Roll/Gravel Bag Bern/Hydraulic Mulch/Hydroseed, Temporary Railing, Trucking. PLEASE REFER TO PROJECT SPECS FOR COMPLETE BID ITEM LIST.
Requirements: Guy F. Atkinson is a union contractor and an Equal Opportunity Employer. Atkinson is signatory to the Carpenters, Cement Masons, Laborers and Operating Engineers Unions. 100% Performance & Payment Bonds from an approved surety company will be required for subcontractors with contract value greater than $100,000. Atkinson will pay the cost of bonds up to 2.0%. Atkinson will assist in obtaining necessary equipment, supplies, materials or related services. We will split items of work (see project specs for full list of bid items) and provide assistance for bonding, LOC and insurance where needed. Subcontractors will be expected to sign Atkinson's standard subcontract and to comply with our company's standard insurance requirements which include a waiver of subrogation. Please provide contractor's license number, Department of Industrial Relations (DIR) registration number and DBE cert # with your quote. Feel free to contact us for more information and/or for assistance with your bid.
Date posted: 12/08/2017
Contractor: OHL USA, Inc. Contact: Bill Grauten
Address: 1920 Main Street, Suite 310 Irvine, Ca, 92614
Phone: 949-242-4432 Fax: 949-231-1255 Email: bgrauten@ohlusa.com
Services needed: All work categories are open for participation, including but not limited to those listed: Aggregate, Architectural Finishes, Asphalt Paving, CCTV, Channelizer, CIDH, Clear and Grub, Cold Plane Concrete Pavement, Concrete Barrier, Construction Area Signs, Demolition, Electrical, Equipment Rental, Excavation, Fencing, Furnish & Install Sign Structure, Furnish Laminated Panel, Hot Mix Asphalt, Irrigation, Joint Seal, Landscape, Lead Compliance Plan, Lighting, Minor Concrete, Miscellaneous Iron/Steel, Miscellaneous Metals, Pavement Marker, Piling (Furnish/Drive), Place Hot Mix Asphalt, Plastic Pipe, Prepare/Stain Concrete, Prestressed Concrete Girder (Furnish/Erect), QA/QC, Railing, Ready Mix, Reinforced Concrete Pipe, Reinforcing Steel, Retaining Wall, Roadside Signs, Roadway Excavation, Rock Blanket, Sand Backfill, Storm Water Pollution Plan, Street Sweeping, Striping, Structural Concrete, Structure Backfill, Structure Excavation, Survey, Temporary Crash Cushion Module, Temporary Railing (K-Rail), Traffic Control, Traffic Control System, Trucking, Type II & III Barricade
Requirements: Compliance to Caltrans Standards and Special Provisions, including Buy America applies. 100% bonding may be required for all subcontractors. Assistance available in obtaining bonds, lines of credit, insurance, necessary equipment, supplies, materials or related assistance or services and technical assistance. Flexible time frames for performance, delivery and breaking out portions of work into economically feasible packages to encourage participation may be discussed. Additional assistance is available through the City of Los Angeles Contractor Development and Bonding Program for more information visit www.LAConDev.com or call 213/258-3000. OHL USA, Inc. intends to conduct itself in ?good faith? with all categories of disadvantaged, small, minority and women firms regarding participation on this project, therefore please send your certifications prior to quotes. Subcontractors are required to be registered with the Department of Industrial Relations (DIR), as required by Public Contract Code Section 1725.5, please furnish DIR Number with your quote submittal. Conditions or exceptions in Subcontractor?s quote are expressly rejected unless accepted in writing. PLEASE RESPOND BACK VIA EMAIL or FAX: EMAIL: Bill Grauten bgrauten@ohlusa.com FAX: (949) 231-1255 / (949) 231-1256 (Include applicable DBE certifications issued and validated by pertinent agencies) Plans & Specs are available at OHL offices from 7:00 am - 5:00 pm Monday through Friday at: 1920 MAIN ST. SUITE 310 IRVINE, CA 92614 Phone: (949) 242-4432 ? Fax (949)231-1255/(949)231-1256 OHL USA, Inc. is an AAE/EOE Or by using the dropbox link: https://www.dropbox.com/sh/qmqfs4jseax83d6/AADroN98Qp6zouuBYiLNG_I6a?dl=0
Date posted: 12/11/2017
Contractor: Flatiron West, Inc. Contact: Veronica Garcia
Address: 1770 La Costa Meadows Drive San Marcos, CA 92078
Phone: 909-597-8413 Fax: 909-597-8635 Email: OCLABids@flatironcorp.com
Services needed: Request for Certified DBE Subcontractors and Suppliers. Quotes requested for, but not limited to: AC Dike, Asphalt Paving, Bridge Demo, CIDH, Clear & Grub, Cold Plane AC, Concrete Barrier, Concrete Supply, Construction Area Signs, Drill and Bond, Drive Pile, Electrical, Erosion Control, Fencing, Formliner, Furnish Pile, Furnish/Erect Precast Girders, Geotextile, Guardrail, Joint Seal, Landscape & Irrigation, Minor Concrete, Miscellaneous Iron & Steel, Miscellaneous Metals, Overhead Signs, Pipe Supply, Prepare and Stain Concrete, Railing, Reinforcing Steel, Roadside Sign, Seal & Saw, Sewer Manhole, Striping, Structural Steel.
Requirements: Quotations must be valid for same duration as specified by Owner for contract award. Assistance in obtaining bonding, lines of credit, insurance, equipment, supplies and materials is available upon request. Flatiron West, Inc. analyzes and considers each DBE quote, including those that are broken down into economically feasible units to facilitate bidding. Subcontractors are required to possess and maintain a current contractor?s license and must also be registered with the Department of Industrial Relations (DIR) as required by Public Contract Code Section 1725.5. Subcontractors will be required to execute Flatiron's Standard Subcontract Terms and Conditions and insurance requirements. A copy of our Standard Subcontract Terms and Conditions is available in electronic format upon request. Bond Requirements: Notwithstanding any contrary language in a bid to Flatiron West, Inc. ("Flatiron") or any prior course of dealing between Flatiron and a bidder, and unless waived in writing by Flatiron, Flatiron reserves the right, pursuant to Public Contract Code section 4108 and otherwise, to require each bidder to provide payment and performance bonds assuring bidder's obligations to Flatiron in the amount of 100 percent of the bid to Flatiron. Flatiron will reimburse the bond premium at actual cost not to exceed 3%. The surety on the bonds must be a California admitted surety. Non-DBE Subs/Suppliers: Indicate 2nd tier DBE participation offered on your quotation as it will be evaluated with your price. We Are An Equal Opportunity Employer.
Date posted: 12/11/2017