Requests for Subs/Suppliers

Bid Opportunity Category: ,
Bid Opportunity Title: Stormwater Channel Improvement Project
Bid Due Date & Time: February 3, 2021 @ 2:00 PM
Bid Description:

OHL USA, Inc. is bidding as a Prime Contractor on the following Coachella Valley Water District (CVWD) Project – Stormwater Channel Improvement Project – Avenue 54 to the Thermal Drop Structure, Specification No. 2018-60. Project funded in whole or in part by the following – Clean Water State Revolving Fund (SRF) is capitalized through a variety of funding sources, including grants from the United States Environmental Protection Agency (USEPA), state bond proceeds, Proposition 68, Clean Water State Revolving Fund through an agreement with the State Water Resources Control Board and Water Infrastructure Improvements for the Nation (WIIN) Act through an agreement with the Department of the Interior Bureau of Reclamation.
We are seeking sub-bids from certified DBE/MBE/WBE/SBE/SRBA/LASF/HUB Zone Subcontractors/Suppliers/Trucking for all areas of work, including but not limited to those listed: Aggregate Base, Clear and Grub, Demolition, Dewatering, Equipment Rental, Fencing (Pipe Gate), Geotextiles (Non-Woven), Pipe Supply, QA/QC, Ready Mix, Reinforced Concrete Pipe (Slope Protection / Channel Lining), Reinforcing Steel, Rip-Rap, Saw Cutting, Shoring, Storm Water Protection Plan, Traffic Control System, Trucking – End Dumps/Super 10.
BIDS: February 3, 2021 at 2:00 pm – PER ADDEDUM 3
BIDS DUE BEFORE: February 3, 2021 at 2:00 pm
Plans & Specs are available at no cost 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
Or by using the dropbox link: https://www.dropbox.com/sh/nbliapnz2xr4d1k/AAD2PtW1iiWKHmHLte0I5o3Za?dl=0
Contact Estimating Department – Rowan Durr CA.Est@ohlna.com
Compliance to CVWD Special Provisions/Standards, requirements associated with funding sources, including but not limited to USEPA DBE Compliance and American Iron and Steel (including Davis-Bacon Prevailing Wage Requirements). OHL is signatory to Operating Engineers, Laborers, Cement Masons and Carpenters Unions, non-signatory subcontractors may be required to sign an agreement for trades covered under OHL’s union agreements. 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 with your 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

Business Website Address: http://ohlusa.com
Phone Number: 949/242-4432
Business Address: 1920 Main Street, Suite 310
Irvine , CA 92614
Point of Contact Name:: Rowan Durr
Bid Opportunity Category: ,
Bid Opportunity Title: North City Pure Water Pipeline
Bid Due Date & Time: 2/5/21 @ 2:00 PM
Bid Description:

OHL USA, Inc. is bidding as a Prime Contractor on the following City of San Diego Project – North City Pure Water Pipeline, Bid No. K-21-1744-DBB-3-A. This is a Clean Water State Revolving Fund (CASRF) and Environmental Protection Agency (EPA) Funded Contract through the State of California and United States EPA under the Federal Water Infrastructure Finance and Innovation Act (WIFIA), Prop 68 and Bureau of Reclamation (BOR) Project.
We are seeking sub-bids from certified DBE/MBE/WBE/SBE/SRBA/LASF/HUB Zone Subcontractors/Suppliers/Trucking for all areas of work, including but not limited to those listed: Aggregate Base, Asphalt Paving, Cathodic Protection, Chlorination, Clear & Grub, Cold Plane Concrete Pavement, Concrete Curb & Sidewalk Miscellaneous, Construction Area Signs, Demolition, Dewatering, Electrical, Environmental Engineer, Equipment Rental, Erosion Control, Fencing, Geotextiles, Guard Railing & Barriers Supplier, Guardrail, Hazardous Waste Trucking, HVAC, Installation of Mechanical Components, Instrumentation, Irrigation, Landscape, Lead Compliance Plan, Maintain Existing Traffic Management System Elements During Construction, Masonry, Minor Concrete Structure, Miscellaneous Iron/Steel, Miscellaneous Metals, Noise Monitoring, Painting Structures, Pavement Marker, Pipe Supply, Plastic Pipe, Potholing, Precast Vaults, QA/QC, Ready Mix, Reinforcing Steel, Roadside Signs, Roofing, Sand Backfill, Shoring, Steel Deck, Storm Drain, Street Sweeping, Striping, Structural Steel, SWPP, Temporary Erosion Control, Temporary Fencing, Temporary Railing (K-Rail), Temporary Traffic Striping, Testing, Thermoplastic Traffic Striping & Marking, Traffic Control System, Traffic Loop Detector, Traffic Signal Modification, Trucking – Bottom Dump/End Dumps/Super 10, Tunnel Annulus Grouting, Vibration Monitoring, Video of Existing Conditions, Water Line Construction, Welded Steel Pipe, Welding.
BIDS: Wednesday, 2/5/21 at 2:00 PM
BIDS DUE BEFORE: 2/4/21 by 5:00 PM
Plans & Specs are available at no cost 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
Or by using the dropbox link: https://www.dropbox.com/sh/1xnf2y8c4gq47ko/AACOq22KHzSE6-1ACChi8CtHa?dl=0
Contact Estimating Department – Dirk Wietstock CA.Est@ohlna.com
Compliance to City of San Diego Standards, Special Provisions, Funding Agency Provisions (including Davis-Bacon Prevailing Wage Requirements) and bid specifications, including but not limited to American Iron and Steel, City of San Diego Project Labor Agreement (PLA), Skilled and Trained Workforce Labor Requirements and Owner Controlled Insurance Program (OCIP) requirements apply. 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 with your 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.

Business Website Address: http://ohlusa.com
Phone Number: 949/242-4432
Business Address: 1920 Main Street, Suite 310 Irvine California 92614
Point of Contact Name:: Dirk Wietstock
Bid Opportunity Category: ,
Bid Opportunity Title: Caltrans 12-0P94U4
Bid Due Date & Time: 2/2/21 @ 2:00 PM
Bid Description:

In Orange County Construction on State HWY in Laguna Beach south of El Toro Road to route 73/133 Separation) -Roadway widening, restriping and drainage work
DBE Goal: 17%
Plans and Specs: https://www.dropbox.com/sh/mgpem2hfw8fsq84/AABvF58It2hGZzRt9cxWebeua?dl=0
Quotes for Services and Supplies requested for the following items for bid including, but not limited to:LEAD COMPLIANCE PLAN, PROGRESS SCHEDULE (CRITICAL PATH METHOD), TIME-RELATED OVERHEAD (WDAY), CONSTRUCTION
AREA SIGNS, TRAFFIC CONTROL SYSTEM, CHANNELIZER (SURFACE MOUNTED), CHANNELIZER (SURFACE MOUNTED) (LEFT IN
PLACE), REMOVE CHANNELIZER, PORTABLE RADAR SPEED FEEDBACK SIGN SYSTEM, PORTABLE CHANGEABLE MESSAGE SIGN
(LS), TEMPORARY RAILING (TYPE K), TEMPORARY RAILING (TYPE K) STAKED, 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 GRAVEL BAG BERM, TEMPORARY SILT FENCE, TEMPORARY CONSTRUCTION ENTRANCE,
STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, WATER QUALITY SAMPLING AND ANALYSIS DAY, WATER QUALITY
MONITORING REPORT, TEMPORARY CREEK DIVERSION SYSTEMS, TEMPORARY FENCE (TYPE ESA), TREATED WOOD WASTE,
INVASIVE SPECIES CONTROL, CLEARING AND GRUBBING (LS), ROADWAY EXCAVATION, ROADWAY EXCAVATION (TYPE Z-2)
(AERIALLY DEPOSITED LEAD), ROADWAY EXCAVATION (TYPE COM) (AERIALLY DEPOSITED LEAD), STRUCTURE EXCAVATION,
STRUCTURE BACKFILL, DITCH EXCAVATION, SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS A2, ROADSIDE CLEARING, PLANT
(GROUP P, A, B, U), PLANT ESTABLISHMENT WORK, DECOMPOSED GRANITE, WOOD MULCH, TEMPORARY IRRIGATION SYSTEM,
RISER SPRINKLER ASSEMBLY (GEAR DRIVEN), RISER SPRINKLER ASSEMBLY, POP-UP SPRINKLER ASSEMBLY, CAM COUPLER
ASSEMBLY, 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 (SCHEDULE 40) (SUPPLY LINE),
PRESSURE REGULATING VALVE, BALL VALVE, SEED COLLECTION, CONTRACT GROW, BONDED FIBER MATRIX (SQFT), CLASS 2
AGGREGATE SUBBASE, CLASS 2 AGGREGATE BASE (CY), HOT MIX ASPHALT (TYPE A), RUBBERIZED HOT MIX ASPHALT (GAP
GRADED), HOT MIX ASPHALT-OPEN GRADED (OPEN GRADED FRICTION COURSE), PLACE HOT MIX ASPHALT DIKE (TYPE A), TACK
COAT, STRUCTURAL CONCRETE, STRUCTURAL CONCRETE, BOX CULVERT, STRUCTURAL CONCRETE, HEADWALL, MINOR
CONCRETE (MINOR STRUCTURE), BAR REINFORCING STEEL, REMOVE HEADWALL, ADJUST MANHOLE TO GRADE, REMOVE ROCK
SLOPE PROTECTION, ARTICULATED CONCRETE BLOCK REVETMENT, CONCRETE (CONCRETE APRON), ROCK SLOPE PROTECTION
(1/4 T, CLASS V, METHOD B) (CY), ROCK SLOPE PROTECTION FABRIC (CLASS 8), DETECTABLE WARNING SURFACE, MINOR
CONCRETE (CURB RAMP), REMOVE CONCRETE CURB (CY), STAIN GALVANIZED SURFACES (LF), ROCK STAIN, CHAIN LINK FENCE
(TYPE CL-6), REMOVE CHAIN LINK FENCE, RELOCATE CHAIN LINK FENCE, REMOVE PAVEMENT MARKER, REMOVE DELINEATOR,
DELINEATOR (CLASS 1), GUARD RAILING DELINEATOR, PAVEMENT MARKER (RETROREFLECTIVE), OBJECT MARKER (TYPE P),
REMOVE ROADSIDE SIGN, REMOVE ROADSIDE SIGN (STRAP AND SADDLE BRACKET METHOD), FURNISH SINGLE SHEET ALUMINUM
SIGN (0.063″-UNFRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080″-UNFRAMED), ROADSIDE SIGN – ONE POST, INSTALL SIGN
(STRAP AND SADDLE BRACKET METHOD), MIDWEST GUARDRAIL SYSTEM (WOOD POST), CABLE RAILING, END ANCHOR ASSEMBLY
(TYPE SFT), ALTERNATIVE IN-LINE TERMINAL SYSTEM, REMOVE GUARDRAIL, 6″ THERMOPLASTIC TRAFFIC STRIPE (ENHANCED
WET NIGHT VISIBILITY) (BROKEN 6- 1), 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), 6″ THERMOPLASTIC
TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4), 8″ THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT
VISIBILITY), THERMOPLASTIC CROSSWALK AND PAVEMENT MARKING (ENHANCED WET NIGHT VISIBILITY), REMOVE PAINTED
TRAFFIC STRIPE, REMOVE PAINTED PAVEMENT MARKING, REMOVE THERMOPLASTIC TRAFFIC STRIPE, REMOVE
THERMOPLASTIC PAVEMENT MARKING, LIGHTING SYSTEM, TRAFFIC MONITORING STATION SYSTEM, MODIFYING SIGNAL AND
LIGHTING SYSTEMS, MODIFYING FLASHING BEACON SYSTEMS, MOBILIZATION, TRUCKING.

Business Website Address: https://griffithcompany.net/
Phone Number: 562.929.1128
Business Address: 12200 Bloomfield Ave. Santa Fe Springs CA
Point of Contact Name:: Shahin Agahzadeh
Bid Opportunity Category: ,
Bid Opportunity Title: Port of Long Beach ~ HD-S2517
Bid Due Date & Time: 1/19/21 @ 2:00 PM
Bid Description:

Pier G Ave. Infrastructure Project. The Work required by this Contract includes, but is not limited to, public infrastructure improvements including removal and reconstruction of roadway improvements; storm drain facilities; sanitary sewer facilities; relocation of public utilities; installation of traffic control; permanent traffic signage and striping; and trenching and excavation.
SBE 22% VSBE 5% Goal
Quotes for Services and Supplies requested for the following items for bid including, but not limited to:
Scheduling Activities, Site Specific Safety Plan (SSSP) Compliance, Protection of Traffic and Maintenance, Temporary Environmental Protection, Mobilization, Land Surveying, Remove and Reestablish Chain Link Fence, Relocate and Reestablish K-Rail, Relocate Conflicting Portion of Existing Waterline, Remove Existing Asphalt Concrete Pavement and Haul to POLB Rubble Site, Remove and
Dispose of Existing Asphalt Concrete Pavement with Petromat, Remove Existing PCC Pavement and Haul to POLB Rubble Site, Remove Concrete Cross Gutter, Store, and Haul to POLB Rubble Site, Remove and Dispose of Concrete Curb and Gutter, Remove and Dispose of Asphalt Concrete Median Curb Remove Top 5′ Existing Concrete Footing, Backfill and Reconpact, Cold Mill Uniform
3-inch Existing Asphalt Concrete Pavement, Excavation of Soil Material, Non-Hazardous Waste Soil Material Testing, Removal, and Disposal, Import Fill Material, Liquid Waste Management, Excavating, Removing, Sorting, Breaking, Screening, Handling, Loading, Hauling, and Disposing of 6″ to 24″ Rocks, Excavating, Removing, Sorting, Breaking, Screening, Handling, Loading, Hauling, and
Disposing of boulders exceeding 24″ in size Baker Tank Service, Preparing the Subgrade by Hand-Recompacting Existing Base Materials, Sewer Trench Over excavation and Stabilization, Bracing/Shoring System for the Construction of Sanitary Sewer System,
Bracing/Shoring System for the Construction of Storm Drain System, Transport and Place City Provided Crushed Miscellaneous Base, Construct Asphalt Concrete Pavement, Construct Asphalt Concrete Pavement Overlay (3-Inches), Construct Asphalt Concrete Pavement Slurry Seal, Adjust Utility Vaults to Grade, Adjust Utility Pullbox to Grade, Adjust Valve Frame and Cover to Grade, Adjust Sewer Manhole Frame and Cover to Grade, Adjust Storm Drain Manhole Frame and Cover to Grade, Construct PCC
Longitudinal Gutter, Construct PCC Intersection Cross Gutter, Construct PCC Driveway, Construct PCC Pavement, Construct Curb & Gutter, Type A2-6, Construct Curb, Type B2-6, Construct Parkway Drain, Construct PCC Overside Drain, Pavement Striping and Markings including Signage, Abandon Sewer Line with Backfill and Plug Ends, Abandon Sewer Manhole, Remove Existing 8-Inch
VCP Sewer Line, Construct Sewer Manhole, Intercept Existing and Construct New 8-Inch VCP Sewer Line, Extra Strength, to Join Proposed Manhole, Construct 12-Inch VCP Sewer Line, Extra Strength, Core Drill and Re-Channel Existing Manhole for 12-Inch VCP Pipe, Temporary Sewer Bypass, Remove Storm Drain Manhole, Remove Drop Inlet Grating Catch Basin, Remove Curb Opening Catch Basin, Remove 11×18-Inch CMP Storm Drain Lateral, Remove RCP Storm Drain, Construct Storm Drain Manhole, Install Storm Drain Sampling Box, Construct Junction Structure, Pipe Connections to Existing Storm Drains, Construct Concrete Collar, Construct Curb Opening Catch Basin, including local depression, Trash Screens and Filter System, Construct Curb Opening Catch Basin with Grating, including local depression, Trash Screens and Filter System, Construct Grating Inlet Catch Basin, including Filter System, Construct RCP Storm Drain, Modify Existing Grating Catch Basin, Clean Segment of Storm Drain Main Line by Hydrojetting.

Business Website Address: https://griffithcompany.net/
Phone Number: (562) 929-1128
Business Address: 12200 Bloomfield Ave. | Santa Fe Springs CA
Point of Contact Name:: Jason Spear
Bid Opportunity Category: ,
Bid Opportunity Title: Caltrans No. 07-291404
Bid Due Date & Time: 1/27/21 2021 @ 2:00 PM
Bid Description:

In Los Angeles County In Malibu From Guernsey Avenue To Trancas Canyon Road ~ Replace Structural Concrete Bridge & Place PC PS Concrete Slab (Malibu)
DBE Goal: 13%
Plans and Specs: https://www.dropbox.com/sh/zjl7mn282q9u874/AAAKuP-a7cp35hGzprNK2C5fa?dl=0
Quotes for Services and Supplies requested for the following items for bid including, but not limited to: LEAD COMPLIANCE PLAN, PROGRESS SCHEDULE (CRITICAL PATH METHOD), TIME-RELATED OVERHEAD (WDAY), DISPUTE
RESOLUTION BOARD ON-SITE MEETING, HOURLY OFF-SITE DISPUTE RESOLUTIONBOARD-RELATED TASKS, DEVELOP WATER
SUPPLY, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, TEMPORARY PAVEMENT MARKING (PAINT), CHANNELIZER
(SURFACE MOUNTED), FG 300 IG CURB SYSTEM, PORTABLE RADAR SPEED FEEDBACK SIGN SYSTEM DAY, PORTABLE
CHANGEABLE MESSAGE SIGN (EA), TEMPORARY RAILING (TYPE K), TEMPORARY CRASH CUSHION MODULE, TEMPORARY
TRAFFIC SCREEN, TEMPORARY RADAR SPEED FEEDBACK SIGN SYSTEM, JOB SITE MANAGEMENT, PREPARE STORM WATER
POLLUTION PREVENTION PLAN, RAIN EVENT ACTION PLAN, STORM WATER SAMPLING AND ANALYSIS DAY, STORM WATER
ANNUAL REPORT, TEMPORARY COVER, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY GRAVEL BAG BERM,
TEMPORARY SILT FENCE, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, TEMPORARY CREEK DIVERSION SYSTEMS,
REMOVE YELLOW THERMOPLASTIC TRAFFIC STRIPE (HAZARDOUS WASTE), TREATED WOOD WASTE, REMOVE QWICK KURB,
REMOVE CONCRETE (MISCELLANEOUS) (SQFT), TEMPORARY HIGH-VISIBILITY FENCE, CLEARING AND GRUBBING (LS), ROADWAY
EXCAVATION, ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY DEPOSITED LEAD), STRUCTURE EXCAVATION (TYPE D), STRUCTURE
BACKFILL (BRIDGE), EMBANKMENT, ROADSIDE CLEARING, PACKET FERTILIZER, PLANT GROUP (H, I, K, M, A, B), PLANT
ESTABLISHMENT WORK, WOOD MULCH, TEMPORARY IRRIGATION SYSTEM, HYDROMULCH, HYDROSEED, CLASS 3 AGGREGATE
BASE (CY), LEAN CONCRETE BASE, HOT MIX ASPHALT (TYPE A), TACK COAT, TEMPORARY PEDESTRIAN WALKWAY, FURNISH 24″
CAST-IN-STEEL SHELL CONCRETE PILING, DRIVE 24″ CAST-IN-STEEL SHELL CONCRETE PILE, FURNISH 36″ CAST-IN-STEEL SHELL
CONCRETE PILING, DRIVE 36″ CAST-IN-STEEL SHELL CONCRETE PILE, STRUCTURAL CONCRETE, BRIDGE, STRUCTURAL
CONCRETE, BRIDGE (POLYMER FIBER), STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N), CONCRETE SURFACE TEXTURE
(HEAVY WOOD GRAIN), FURNISH PRECAST PRESTRESSED CONCRETE SLAB, ERECT PRECAST PRESTRESSED CONCRETE DECK
UNIT, JOINT SEAL (MR 1″), BAR REINFORCING STEEL (BRIDGE), HEADED BAR REINFORCEMENT, BRIDGE REMOVAL, DRAINAGE
INLET MARKER, ROCK SLOPE PROTECTION (2T, CLASS IX, METHOD A), SET ROCK SLOPE PROTECTION, ROCK SLOPE PROTECTION
(150 LB, CLASS III, METHOD B) (CY), ROCK SLOPE PROTECTION FABRIC (CLASS 8), ROCK SLOPE PROTECTION FABRIC (CLASS 10),
MINOR CONCRETE (SIDEWALK), REMOVE CONCRETE ISLAND (PORTIONS) (CY), PREPARE AND STAIN CONCRETE, STAIN
GALVANIZED SURFACES (LF), STAIN GALVANIZED SURFACE (LS)-CRASH CUSHION, CHAIN LINK FENC (TYPE CL-6), REMOVE
CHAIN LINK FENCE, REMOVE PAVEMENT MARKER, PAVEMENT MARKER (RETROREFLECTIVE), REMOVE ROADSIDE SIGN (WOOD
POST), REMOVE ROADSIDE SIGN (METAL POST), REMOVE ROADSIDE SIGN (STRAP AND SADDLE BRACKET METHOD), REMOVE
ROADSIDE SIGN PANEL, FURNISH SINGLE SHEET ALUMINUM SIGN, ROADSIDE SIGN, INSTALL SIGN (STRAP AND SADDLE BRACKET
METHOD), INSTALL ROADSIDE SIGN PANEL ON EXISTING POST, INSTALL ROADSIDE SIGN PANEL (BARRIER MOUNTED), CRASH
CUSHION (TYPE QUADGUARD SYSTEM M10), CALIFORNIA ST-75 BRIDGE RAIL, REMOVE GUARDRAIL, REMOVE CRASH CUSHION,
CALIFORNIA ST-75 BRIDGE RAIL (MODIFIED), PEDESTRIAN BRIDGE RAIL, 6″ THERMOPLASTIC TRAFFIC STRIPE, 8″
THERMOPLASTIC TRAFFIC STRIPE, 6″ THERMOPLASTIC TRAFFIC STRIPE (BROKEN 8-4), THERMOPLASTIC PAVEMENT MARKING,
6″ THERMOPLASTIC TRAFFIC STRIPE (BROKEN 18-12), PAINT TRAFFIC STRIPE (2-COAT), REMOVE PAINTED TRAFFIC STRIPE,
REMOVE PAINTED PAVEMENT MARKING, REMOVE THERMOPLASTIC TRAFFIC STRIPE, REMOVE THERMOPLASTIC PAVEMENT
MARKING, TEMPORARY SIGNAL SYSTEMS, MOBILIZATION, TRUCKING

Business Website Address: https://griffithcompany.net/
Phone Number: 562.929.1128
Business Address: 12200 Bloomfield Ave. | Santa Fe Springs CA
Point of Contact Name:: Nathan Rutledge
Bid Opportunity Category: ,
Bid Opportunity Title: City of Victorville – Green Tree Blvd Extension
Bid Due Date & Time: 1/21/21 at 2:30 PM.
Bid Description:

GREEN TREE BOULEVARD EXTENSION – Generally, the project will include a BNSF Overhead bridge with grading, paving, storm drain, and retaining walls.
DBE Goal: 16%
Plans & Specs Link:
https://www.dropbox.com/sh/swj1cg1iyvt8xqu/AADvdfCmXTQxqEvlBps9XehVa?dl=0
Scope of Work:
CONSTRUCTION STAKING, RESIDENT ENGINEER’S OFFICE, RAILROAD RELATIONS, RAILROAD FLAGGING, RAILROAD INSPECTION, LEAD COMPLIANCE PLAN, PROGRESS SCHEDULE, DEVELOP WATER SUPPLY, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, FLASHING ARROW SIGN, TYPE III BARRICADE, TEMPORARY PAVEMENT MARKING (PAINT), TEMPORARY TRAFFIC STRIPE (PAINT), PLASTIC TRAFFIC DRUMS, TEMPORARY PAVEMENT MARKER, PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY RAILING (TYPE K), TEMPORARY CRASH CUSHION MODULE, TEMPORARY ALTERNATIVE CRASH CUSHION, JOB SITE MANAGEMENT, IMPLEMENT SWPPP, STORM WATER ANNUAL REPORT, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY CONSTRUCTION ENTRANCE/EXIT, STREET SWEEPING, RELOCATE WATER VALVE, REMOVE CONCRETE (MISCELLANEOUS), TEMPORARY HIGH-VISIBILITY FENCE, TEMPORARY HIGH-VISIBILITY STAKING, CLEARING & GRUBBING, ROADWAY EXCAVATION, ROADWAY EXCAVATION (UNSUITABLE MATERIAL), STRUCTURE EXCAVATION (Bridge, Culvert, Retaining Wall), STRUCTURE BACKFILL (Bridge, Culvert, Retaining Wall), PERVIOUS BACKFILL MATERIAL (RETAINING WALL), RELOCATE WATER METER, 8″ GATE VALVE, HYDROSEED, BONDED FIBER MATRIX, ROLLED EROSION CONTROL PRODUCT (BLANKET), HYDROMULCH, FIBER ROLL, FINISHING ROADWAY, CLASS 2 AGGREGATE BASE, LEAN CONCRETE BASE RAPID SETTING, ASPHALT CONCRETE (Type A, Type B), ASPHALT CONCRETE (OPEN GRADED FRICTION COURSE), PLACE ASPHALT CONCRETE DIKE (TYPE B), PLACE ASPHALT CONCRETE (MISCELLANEOUS AREA), TACK COAT, OPAQUE POLYETHLENE FILM, COLD PLANE ASPHALT CONCRETE PAVEMENT, REMOVE BASE AND SURFACING, REMOVE CONCRETE PAVEMENT AND BASE, FURNISH STEEL PILING (HP 10 X 57), DRIVE STEEL PILE (HP 10 X 57), FURNISH STEEL PILING (HP 14 X 89), DRIVE STEEL PILE (HP 14 X 89), PRESTRESSING CAST IN PLACE CONCRETE, STRUCTURAL CONCRETE, BRIDGE FOOTING, STRUCTURAL CONCRETE, BRIDGE, STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER), STRUCTURAL CONCRETE, RETAINING WALL, STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N), STRUCTURAL CONCRETE, BOX CULVERT, STRUCTURAL CONCRETE, HEADWALL, MINOR CONCRETE, MINOR STRUCTURE (CONCRETE CRADLE), MINOR CONCRETE, MINOR STRUCTURE (CONCRETE COLLAR), STRUCTURAL CONCRETE, DRAINAGE INLET, ARCHITECTURAL TREATMENT, ARCHITECTURAL TREATMENT (RETAINING WALL), ARCHITECTURAL SURFACE (BARRIER), PTFE BEARING, JOINT SEAL ASSEMBLY (MR=3″), JOINT SEAL ASSEMBLY (MR=4″), BAR REINFORCING STEEL (BRIDGE), BAR REINFORCING STEEL (RETAINING WALL), BAR REINFORCING STEEL (BOX CULVERT), BAR REINFORCING STEEL (EPOXY COATED) (BRIDGE), BAR REINFORCING STEEL (GALVANIZED), GUARD POST, CONCRETE (RAPID SETTING), HDPE TRASH RACK, 18″ REINFORCED CONCRETE PIPE, 24″ REINFORCED CONCRETE PIPE, 30″ REINFORCED CONCRETE PIPE, 36″ REINFORCED CONCRETE PIPE, 24″ CORRUGATED STEEL PIPE (.064″ THICK), 12″ CORRUGATED STEEL PIPE DOWNDRAIN (0.079″ THICK), 12″ CORRUGATED STEEL PIPE (0.079″ THICK), 20″ WELDED STEEL PIPE CASING, 40″ WELDED STEEL PIPE CASING, 12″ STEEL FLARED END SECTION, 18″ CONCRETE FLARED END SECTION, 24″ CONCRETE FLARED END SECTION, 36″ CONCRETE FLARED END SECTION, 48″ MANHOLE, 60″ MANHOLE, GRATE INLET, CO INLET, DRY WELL MODIFICATION, UNDER SIDEWALK DRAIN, REMOVE PIPE, REMOVE INLET, ADJUST SEWER MANHOLE, MODIFY INLET, ROCK SLOPE PROTECTION, CONCRETE (DITCH LINING), SLOPE PAVING (CONCRETE), ROCK SLOPE PROTECTION FABRIC (CLASS 8), MINOR CONCRETE (CURB / Gutter / Driveway / Sidewalk / Curb Ramp), DETECTABLE WARNING SURFACE, MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION), PRE/POST CONSTRUCTION SURVEYS, MISCELLANEOUS IRON AND STEEL, MISCELLANEOUS METAL (BRIDGE), BRIDGE DECK DRAINAGE SYSTEM, RELOCATE CONCRETE STREET LIGHT, 8″ PIPE, 12″ PIPE, FIRE HYDRANT, 2″ AIR AND VACUUM RELEASE VALVE, 6″ BLOW-OFF, 12″ 90° BEND, 12″ 45° BEND, 12″ X 12″ X 12″ TEE, 12″ X 12″ X 8″ TEE, 12″ BUTTERFLY VALVE, CONNECT TO EXISTING WATERLINE, TEMPORARY BLOW-OFF, THRUST BLOCKS, RELOCATE FIRE HYDRANT, ADJUST WATER VALVE, DUCTILE IRON PIPE 12″ DIA, 12″ DOUBLE BALL EXPANSION COUPLING, REMOVE MAILBOX, REINSTALL MAILBOX, TEMPORARY FENCE, CHAIN LINK FENCE, REMOVE FENCE, REMOVE GATE, RECONSTRUCT GATE, REMOVE PAVEMENT MARKER, REMOVE DELINEATOR, DELINEATOR (CLASS 1), PAVEMENT MARKER (RETROREFLECTIVE), HISTORICAL MARKER, REMOVE ROADSIDE SIGN, RELOCATE ROADSIDE SIGN, FURNISH SINGLE SHEET ALUMINUM SIGN, ROADSIDE SIGN, INSTALL SIGN, PICKET RAILING, TUBULAR HANDRAILING, CABLE RAILING, CONCRETE BARRIER, ALTERNATIVE IN-LINE TERMINAL SYSTEM, THERMOPLASTIC PAVEMENT MARKING, THERMOPLASTIC TRAFFIC STRIPE, REMOVE PAINTED TRAFFIC STRIPE, REMOVE THERMOPLASTIC PAVEMENT MARKING, TRAFFIC SIGNAL, BRIDGE LIGHTING, AUTHORIZED WORK, MOBILIZATION (10%).

Business Website Address: https://griffithcompany.net/
Phone Number: 562-929-1128
Business Address: 12200 Bloomfield Ave. Santa Fe Springs, Ca. 90670
Point of Contact Name:: Jason Spear
Bid Opportunity Category: ,
Bid Opportunity Title: Contract No. 08-0K1224 – Replace PCC and AC Pavement with JPCP and HMA pavement – Construction on State Highway in San Bernardino County in Hesperia and Victorville from Oak Hill Road Overcrossing to 0.1 Mile South of Bear Valley Road Overcrossing
Bid Due Date & Time: 2/9/21 at 2:00 p.m.
Bid Description:

Project: Contract No. 08-0K1224 – Replace PCC and AC Pavement with JPCP and HMA pavement – Construction on State Highway in San Bernardino County in Hesperia and Victorville from Oak Hill Road Overcrossing to 0.1 Mile South of Bear Valley Road Overcrossing
Owner: Department of Transportation (CALTRANS)
Bid Due Date: February 9, 2021 at 2:00 PM
Federal-Aid Project ACSB1IM-015-5(167)E

Request for quotes from Certified DBE Subcontractors and Suppliers for the following, but not limited to scopes of work: Aggregate Supply, Asphalt Dike, Asphalt Paving, Bridge Demo, Clear and Grub, Cold Plane AC, Concrete Barrier, Concrete Ditch, Concrete Supply, Construction Area Signs, Electrical, Erosion Control, Fencing, Guardrail, Hydroseeding, Joint Seal Assembly Supply, Landscape and Irrigation, Minor Concrete, Misc. Iron and Steel Supply, PCC Material Supply, Pipe Supply, Pre/Post Construction Survey, QC Testing, Railing, Ready Mix Concrete Supply, Reinforcing Steel, Roadside Signs, Rock Slope Protection, Saw and Seal PCC, Street Sweeping, Striping.

PLEASE SUBMIT QUOTES BY FAX TO (760) 471-4860 OR EMAIL TO SOCALBIDS@FLATIRONCORP.COM

Plans and specifications are available, at no cost, from Caltrans website: http://ppmoe.dot.ca.gov/des/oe/weekly-ads/specs-ntb.php?c=08-0K1224 (Registration Required). Additionally, plans and specifications are available at Flatiron’s San Diego, CA and Chino Hills, CA offices. Please call to make an appointment to view the documents.

This project has an 11% DBE Goal. In addition to request for participation from DBE subcontractors and suppliers, Flatiron requests non-DBE subcontractors to provide lower-tier DBE participation. Bidders are required to indicate lower-tier DBE participation information to be evaluated as part of their quote.

Quotes must be valid for same duration as specified by Owner for contract award. Quotes will be broken down into comparable packages as reasonably necessary to facilitate participation. Flatiron intends to work cooperatively with all firms for scopes of work you are licensed and qualified to perform. Assistance in obtaining bonding, lines of credit, insurance, equipment, supplies and materials is available upon request. Additionally, please contact us if you require technical assistance.

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 the document in electronic format is available upon request.

Bond Requirements: Notwithstanding any contrary language in a bid to Flatiron or any prior course of dealing between Flatiron and a bidder, and unless waived in writing by Flatiron, Flatiron reserves the right 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.

Flatiron West, Inc.
16470 W. Bernardo Drive, San Diego, CA 92127
Phone (760) 916-9100 ext. 2009 / FAX (760) 471-4860
Email: SoCalBids@flatironcorp.com
Point of Contact: Jannette Carter, Estimating Admin

WE ARE AN EQUAL OPPORTUNITY EMPLOYER

Business Website Address: http://www.flatironcorp.com
Phone Number: 7609169100
Business Address: 16470 W. Bernardo Drive, San Diego, CA 92127
Point of Contact Name:: Jannette Carter
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