Search Results: Planholders

Listing for all primes seeking assistance with project 02-3H7704.

4 records found

Contractor: Tullis, Inc. Contact: Chris Brimhall
Address: 16951 Clear Creek Rd Redding, Ca 96001
Phone: 530-241-5105 Fax: 530-241-5570 Email: estimating@tullisinc.com
Services needed: Tullis, Inc. is accepting bid from qualified Disadvantaged Business Enterprises (DBE’s) the following Items of work, Lead Compliance Plan, Time-Related Overhead (Ls), Dispute Resolution Board On-Site Meeting, Hourly Off-Site Dispute-Resolution- Board-Related Tasks, Develop Water Supply, Construction Area Signs, Traffic Control System, UPRR Prequalified Flagging (Ls), Stationary Impact Attenuator Vehicle (Ls), Temporary Traffic Stripe (Paint), Traffic Drum, Portable Radar Speed Feedback Sign Systems (Ls), Temporary Barrier System, Portable Changeable Message Sign (Ls), Alternative Temporary Crash Cushion Tl-3, Automated Flagger Assistance Device, Job Site Management, Stormwater Pollution Prevention Plan, Stormwater Annual Report, Move-In/Move-Out (Temporary Erosion Control), Temporary Hydraulic Mulch (Bonded Fiber Matrix), Temporary Drainage Inlet Protection, Temporary Fiber Roll, Temporary Gravel Bag Berm, Temporary Construction Entrance, Street Sweeping, Temporary Concrete Washout, Treated Wood Waste, Contractor-Supplied Biologist (Day), Invasive Species Control, Noise Monitoring, Remove Concrete (Sqyd), Temporary High-Visibility Fence, Clearing And Grubbing (Ls), Shoulder Backing, Imported Borrow (Cy), Subgrade Enhancement Geotextile Class A1, Roadside Clearing, Bonded Fiber Matrix (Sqft), Compost (Cy), Incorporate Materials, Finishing Roadway, Asphalt-Rubber Binder, Precoated Aggregate (Seal Coat), Segment Correction, Data Core, 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), Tack Coat, Remove Asphalt Concrete Pavement (Sqft), Remove Asphalt Concrete Dike, Cold Plane Asphalt Concrete Pavement, Rail Element Wall, (F) - Structural Concrete, Headwall, (F) - Structural Concrete, Drainage Inlet, (F) - Concrete Backfill (Pipe Trench), Concrete Collar, DPP Infiltration Area, 12" Reinforced Concrete Pipe (Class III, Rubber Gasket Joint), 18" Reinforced Concrete Pipe (Class III, Rubber Gasket Joint), 24" Reinforced Concrete Pipe (Class III, Rubber Gasket Joint), 30" Reinforced Concrete Pipe (Class III, Rubber Gasket Joint), 36" Reinforced Concrete Pipe (Class III, Rubber Gasket Joint), 48" Reinforced Concrete Pipe (Class III, Rubber Gasket Joint), 12" Corrugated Steel Pipe (.079" Thick), 18" Corrugated Steel Pipe (.079" Thick), 24" Corrugated Steel Pipe (.109" Thick), 30" Corrugated Steel Pipe (.109" Thick), Flume Downdrain, 18" Tapered Inlet, Flume Anchor Assembly, 12" Welded Steel Pipe (.250" Thick), 18" Steel Flared End Section, Abandon Culvert (Lf), Remove Overside Drain, Remove Culvert (Lf), Remove Downdrain (Ea), Remove Inlet, Remove Headwall, Remove Asphalt Concrete Overside Drain, Remove Flared End Section (Ea), Sand Backfill, (F) – Gabion, Rock Slope Protection Fabric (Class 8), Detectable Warning Surface, Minor Concrete (Curb And Gutter), Minor Concrete (Driveway), Minor Concrete (Sidewalk), Minor Concrete (Curb Ramp), Remove Concrete Sidewalk (Sqyd), Remove Concrete (Curb And Gutter), (F) - Miscellaneous Iron And Steel, Adjust Utility Cover To Grade, Relocate Fence, Delineator (Class 2), Pavement Marker (Retroreflective), Milepost Marker, Marker (Culvert), Treatment Best Management Practice Marker, Object Marker (Type L-1), Remove Roadside Sign (Wood Post), Remove Roadside Sign Panel, Remove Roadside Sign (Steel Post), 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, Install Sign (Strap And Saddle Bracket Method), Midwest Guardrail System (Steel Post), Midwest Guardrail System (8' Steel Post), Vegetation Control (Minor Concrete), Transition Railing (Type Agt), End Anchor Assembly (Type Sft-M), Alternative In-Line Terminal Tl-3, Alternative Crash Cushion Tl-3, (F) - Concrete Barrier Transition, Remove Guardrail, Thermoplastic Crosswalk And Pavement Marking, 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) (Broken 12-3), 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) (Broken 36-12), 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), Remove Traffic Stripe (High-Pressure Water Blasting), 12" Rumble Strip (Asphalt Concrete Pavement), Maintaining Existing Traffic Management System Elements During Construction, Modifying Signal And Lighting Systems, Modifying Traffic Monitoring Stations, Modifying Flashing Beacon Systems, Mobilization, Quality Control Testing, Trucking, Water Trucks, Operated Grinder Rental, Not Limited to The above listed items.
Requirements: Tullis, Inc. is an Equal Opportunity Employer and welcomes bids from all qualified subcontractors. We are also willing to break out portions of work to encourage participation from Disadvantaged Business Enterprises (DBEs). Plans and specifications for the referenced project are available for review at our office or can be downloaded electronically at: https://ppmoe.dot.ca.gov/des/oe/weekly-ads/adv-thisweek.php Tullis, Inc. is signatory to the Operating Engineers and Laborers Unions. All subcontractors must hold a valid California contractor’s license and maintain appropriate insurance coverage, including workers’ compensation, for the duration of the contract. At the discretion of Tullis, Inc., 100% payment and performance bonds may be required. When submitting a bid for a public works project, please include your California Contractor’s License Number and Department of Industrial Relations (DIR) Registration Number. We are committed to supporting subcontractor participation. If you require assistance with bonding, lines of credit, insurance, equipment, supplies, or materials—or if you have any questions related to this project—please contact our office at (530) 241-5105.
Date posted: 06/17/2025

Contractor: DeSilva Gates Construction Contact: Victor Le
Address: 11555 Dublin Blvd., Dublin, CA 94568
Phone: 925-829-9220 Fax: 925-803-4263 Email: dgcestimating@desilvagates.com
Services needed: DeSilva Gates Construction is requesting quotes from all qualified subcontractors and suppliers including certified DBE/SBE/DVBE firms for the following types of work, including but not limited to: Lead Compliance Plan, Construction Area Signs, Traffic Control System & Related Items, Traffic Drums, , Barricades and Delineators and Channelizers, SWPPP & Related Items, Erosion Control (Temporary and Permanent), Street Sweeping, Contractor Supplied Biologist, Invasive Species Control, Noise Monitoring, Temporary High-Visibility Fence, Clearing & Grubbing, Roadside Clearing, Precoated Aggregate 9Seal Coat), Data Cores, Place HMA Dike, Tack Coat, Cold Plane, Rail Element Wall, Structural Concrete, Storm Drainage & Related Items, Minor Concrete, Fencing, Roadside Signs, Midwest Guardrail, Vegetation Control, Striping & Markings, Modifying Signal and Lighting Systems, Modify Traffic Monitoring Station, Modifying Flashing Beacon Systems, Hauling, Testing, Water Trucks, Shoulder Backing Material, Aggregate Base Material, HMA Material, RHMA-GG Material, and RHMA-OG Material.
Requirements: DeSilva Gates is signatory to Operating Engineers and Laborers unions. 100% performance and payment bonds may be required for the full amount of subcontract price. DeSilva Gates will pay for bond premium up to 2%. Subcontractors must possess current insurance and worker’s compensation coverage meeting DeSilva Gates Construction’s requirements. Subcontractor will be required to sign the standard DeSilva Gates Construction Subcontract Agreement. A copy of the agreement can be obtained from our estimator. Quotations must be valid for the same duration as specified by the Owner for Contract Award. Plans and specifications are available for viewing at our Dublin office. Please call if you need assistance in obtaining bonding, insurance, equipment, materials and/or supplies. DeSilva Gates intends to work cooperatively with all qualified firms seeking work on this project. DeSilva Gates is an equal opportunity employer.
Date posted: 06/17/2025

Contractor: Knife River Construction Contact: Marc Madsen
Address: 1764 Skyway Chico, CA 95928
Phone: 530-891-6555 Fax: 530-894-6220 Email: marc.madsen@kniferiver.com
Services needed: Knife River Construction is requesting quotes from all qualified subcontractors and suppliers including certified DBE firms for the following items of work, including but not limited to: LEAD COMPLIANCE PLAN, TIME-RELATED OVERHEAD (LS), DISPUTE RESOLUTION BOARD ON-SITE MEETING, HOURLY OFF-SITE DISPUTE-RESOLUTION-BOARD-RELATED TASKS, DEVELOP WATER SUPPLY, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, UPRR PREQUALIFIED FLAGGING (LS), STATIONARY IMPACT ATTENUATOR VEHICLE (LS), TEMPORARY TRAFFIC STRIPE (PAINT), TRAFFIC DRUM, PORTABLE RADAR SPEED, FEEDBACK SIGN SYSTEMS (LS), TEMPORARY BARRIER SYSTEM, PORTABLE CHANGEABLE MESSAGE SIGN (LS), ALTERNATIVE TEMPORARY CRASH CUSHION TL-3, AUTOMATED FLAGGER ASSISTANCE DEVICE, JOB SITE MANAGEMENT, STORMWATER POLLUTION PREVENTION PLAN, STORMWATER ANNUAL REPORT, MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL), TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX), TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY GRAVEL BAG BERM, TEMPORARY CONSTRUCTION ENTRANCE, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, TREATED WOOD WASTE, CONTRACTOR-SUPPLIED BIOLOGIST (DAY), INVASIVE SPECIES CONTROL, NOISE MONITORING, REMOVE CONCRETE (SQYD), TEMPORARY HIGH-VISIBILITY FENCE, CLEARING AND GRUBBING (LS), ROADWAY EXCAVATION, SHOULDER BACKING, DITCH EXCAVATION, IMPORTED BORROW (CY), SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS A1, ROADSIDE CLEARING, BONDED FIBER MATRIX (SQFT), COMPOST (CY), INCORPORATE MATERIALS, FINISHING ROADWAY, CLASS 2 AGGREGATE BASE (CY), ASPHALT-RUBBER BINDER, PRECOATED AGGREGATE (SEAL COAT), SEGMENT CORRECTION, REPLACE ASPHALT CONCRETE SURFACING, HOT MIX ASPHALT (TYPE A), RUBBERIZED HOT MIX ASPHALT (GAP GRADED), RUBBERIZED HOT MIX ASPHALT-OPEN GRADED (OPEN GRADED FRICTION COURSE), DATA CORE, 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), TACK COAT, REMOVE ASPHALT CONCRETE PAVEMENT (SQFT), REMOVE ASPHALT CONCRETE DIKE, COLD PLANE ASPHALT CONCRETE PAVEMENT, RAIL ELEMENT WALL, (F) - STRUCTURAL CONCRETE, HEADWALL, (F) - STRUCTURAL CONCRETE, DRAINAGE INLET, (F) - CONCRETE BACKFILL (PIPE TRENCH), CONCRETE COLLAR, DPP INFILTRATION AREA, 12" REINFORCED CONCRETE PIPE (CLASS III, RUBBER GASKET JOINT), 18" REINFORCED CONCRETE PIPE (CLASS III, RUBBER GASKET JOINT), 24" REINFORCED CONCRETE PIPE (CLASS III, RUBBER GASKET JOINT), 30" REINFORCED CONCRETE PIPE (CLASS III, RUBBER GASKET JOINT), 36" REINFORCED CONCRETE PIPE (CLASS III, RUBBER GASKET JOINT), 48" REINFORCED CONCRETE PIPE (CLASS III, RUBBER GASKET JOINT), 12" CORRUGATED STEEL PIPE (.079" THICK), 18" CORRUGATED STEEL PIPE (.079" THICK), 24" CORRUGATED STEEL PIPE (.109" THICK), 30" CORRUGATED STEEL PIPE (.109" THICK), FLUME DOWNDRAIN, 18" TAPERED INLET, FLUME ANCHOR ASSEMBLY, 12" WELDED STEEL PIPE (.250" THICK), 18" STEEL FLARED END SECTION, ABANDON CULVERT (LF), REMOVE OVERSIDE DRAIN, REMOVE CULVERT (LF), REMOVE DOWNDRAIN (EA), REMOVE INLET, REMOVE HEADWALL, REMOVE ASPHALT CONCRETE OVERSIDE DRAIN, REMOVE FLARED END SECTION (EA), SAND BACKFILL, (F) – GABION, ROCK SLOPE PROTECTION FABRIC (CLASS 8) ,DETECTABLE WARNING SURFACE, MINOR CONCRETE (CURB AND GUTTER), MINOR CONCRETE (DRIVEWAY), MINOR CONCRETE (SIDEWALK), MINOR CONCRETE (CURB RAMP), REMOVE CONCRETE SIDEWALK (SQYD), REMOVE CONCRETE (CURB AND GUTTER), (F) - MISCELLANEOUS IRON AND STEEL, ADJUST UTILITY COVER TO GRADE, RELOCATE FENCE, DELINEATOR (CLASS 2), PAVEMENT MARKER (RETROREFLECTIVE), MILEPOST MARKER, MARKER (CULVERT), TREATMENT BEST MANAGEMENT PRACTICE MARKER, OBJECT MARKER (TYPE L-1), REMOVE ROADSIDE SIGN (WOOD POST), REMOVE ROADSIDE SIGN PANEL, REMOVE ROADSIDE SIGN (STEEL POST), 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, INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD), MIDWEST GUARDRAIL SYSTEM (STEEL POST), MIDWEST GUARDRAIL SYSTEM (8' STEEL POST), VEGETATION CONTROL (MINOR CONCRETE), TRANSITION RAILING (TYPE AGT), END ANCHOR ASSEMBLY (TYPE SFT-M), ALTERNATIVE IN-LINE TERMINAL TL-3, ALTERNATIVE CRASH CUSHION TL-3, (F) - CONCRETE BARRIER TRANSITION, REMOVE GUARDRAIL, THERMOPLASTIC CROSSWALK AND PAVEMENT MARKING, 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3), 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12), 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), REMOVE TRAFFIC STRIPE (HIGH-PRESSURE WATER BLASTING), 12" RUMBLE STRIP (ASPHALT CONCRETE PAVEMENT), MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, MODIFYING SIGNAL AND LIGHTING SYSTEMS, MODIFYING TRAFFIC MONITORING STATIONS, MODIFYING FLASHING BEACON SYSTEMS, MOBILIZATION , all trucking and supply of materials.
Requirements: Knife River Construction is an Equal Opportunity Employer and is signatory to Operating Engineers, Laborers and Teamsters. 100% payment and performance bonds may be required for full amount of subcontractor price. All subcontractors must be licensed and have liability insurance and workers compensation insurance meeting Knife River Construction's requirements. Knife River Construction is willing to assist with obtaining bonding, insurance, equipment and materials and is willing to break down items into economically feasible packages to encourage participation. Plans and Specifications are made available for viewing on the Caltrans website and Knife Rivers office
Date posted: 06/20/2025

Contractor: J. F. Shea Construction, Inc. Contact: Stacy Dutra
Address: 17400 Clear Creek Road Redding, CA 96001
Phone: 530-246-4292 Fax: 530-246-9940 Email: Stacy.Dutra@jfshea.com
Services needed: J. F. Shea Construction, Inc. is requesting quotes from all qualified subcontractors and suppliers including certified DBE firms for all items of work, including but not limited to: 1 LEAD COMPLIANCE PLAN 2 TIME-RELATED OVERHEAD (LS) 3 DISPUTE RESOLUTION BOARD ON-SITE MEETING 4 HOURLY OFF-SITE DISPUTE-RESOLUTION-BOARD-RELATED TASKS 5 DEVELOP WATER SUPPLY 6 CONSTRUCTION AREA SIGNS 7 TRAFFIC CONTROL SYSTEM 8 UPRR PREQUALIFIED FLAGGING (LS) 9 STATIONARY IMPACT ATTENUATOR VEHICLE (LS) 10 TEMPORARY TRAFFIC STRIPE (PAINT) 11 TRAFFIC DRUM 12 PORTABLE RADAR SPEED FEEDBACK SIGN SYSTEMS (LS) 13 TEMPORARY BARRIER SYSTEM 14 PORTABLE CHANGEABLE MESSAGE SIGN (LS) 15 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 16 AUTOMATED FLAGGER ASSISTANCE DEVICE 17 JOB SITE MANAGEMENT 18 STORMWATER POLLUTION PREVENTION PLAN 19 STORMWATER ANNUAL REPORT 20 MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL) 21 TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX) 22 TEMPORARY DRAINAGE INLET PROTECTION 23 TEMPORARY FIBER ROLL 24 TEMPORARY GRAVEL BAG BERM 25 TEMPORARY CONSTRUCTION ENTRANCE 26 STREET SWEEPING 27 TEMPORARY CONCRETE WASHOUT 28 TREATED WOOD WASTE 29 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) 30 INVASIVE SPECIES CONTROL 31 NOISE MONITORING 32 REMOVE CONCRETE (SQYD) 33 TEMPORARY HIGH-VISIBILITY FENCE 34 CLEARING AND GRUBBING (LS) 35 ROADWAY EXCAVATION 36 SHOULDER BACKING 37 DITCH EXCAVATION 38 IMPORTED BORROW (CY) 39 SUBGRADE ENHANCEMENT GEOTEXTILE, CLASS A1 40 ROADSIDE CLEARING 41 BONDED FIBER MATRIX (SQFT) 42 COMPOST (CY) 43 INCORPORATE MATERIALS 44 FINISHING ROADWAY 45 CLASS 2 AGGREGATE BASE (CY) 46 ASPHALT-RUBBER BINDER 47 PRECOATED AGGREGATE (SEAL COAT) 48 SEGMENT CORRECTION 49 REPLACE ASPHALT CONCRETE SURFACING 50 HOT MIX ASPHALT (TYPE A) 51 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) 52 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED (OPEN GRADED FRICTION COURSE) 53 DATA CORE 54 PLACE HOT MIX ASPHALT DIKE (TYPE A) 55 PLACE HOT MIX ASPHALT DIKE (TYPE C) 56 PLACE HOT MIX ASPHALT DIKE (TYPE E) 57 PLACE HOT MIX ASPHALT DIKE (TYPE F) 58 TACK COAT 59 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) 60 REMOVE ASPHALT CONCRETE DIKE 61 COLD PLANE ASPHALT CONCRETE PAVEMENT 62 RAIL ELEMENT WALL 63 (F) - STRUCTURAL CONCRETE, HEADWALL 64 (F) - STRUCTURAL CONCRETE, DRAINAGE INLET 65 (F) - CONCRETE BACKFILL (PIPE TRENCH) 66 CONCRETE COLLAR 67 DPP INFILTRATION AREA 68 12" REINFORCED CONCRETE PIPE (CLASS III, RUBBER GASKET JOINT) 69 18" REINFORCED CONCRETE PIPE (CLASS III, RUBBER GASKET JOINT) 70 24" REINFORCED CONCRETE PIPE (CLASS III, RUBBER GASKET JOINT) 71 30" REINFORCED CONCRETE PIPE (CLASS III, RUBBER GASKET JOINT) 72 36" REINFORCED CONCRETE PIPE (CLASS III, RUBBER GASKET JOINT) 73 48" REINFORCED CONCRETE PIPE (CLASS III, RUBBER GASKET JOINT) 74 12" CORRUGATED STEEL PIPE (.079" THICK) 75 18" CORRUGATED STEEL PIPE (.079" THICK) 76 24" CORRUGATED STEEL PIPE (.109" THICK) 77 30" CORRUGATED STEEL PIPE (.109" THICK) 78 FLUME DOWNDRAIN 79 18" TAPERED INLET 80 FLUME ANCHOR ASSEMBLY 81 12" WELDED STEEL PIPE (.250" THICK) 82 18" STEEL FLARED END SECTION 83 ABANDON CULVERT (LF) 84 REMOVE OVERSIDE DRAIN 85 REMOVE CULVERT (LF) 86 REMOVE DOWNDRAIN (EA) 87 REMOVE INLET 88 REMOVE HEADWALL 89 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN 90 REMOVE FLARED END SECTION (EA) 91 SAND BACKFILL 92 (F) - GABION 93 ROCK SLOPE PROTECTION FABRIC (CLASS 8) 94 DETECTABLE WARNING SURFACE 95 MINOR CONCRETE (CURB AND GUTTER) 96 MINOR CONCRETE (DRIVEWAY) 97 MINOR CONCRETE (SIDEWALK) 98 MINOR CONCRETE (CURB RAMP) 99 REMOVE CONCRETE SIDEWALK (SQYD) 100 REMOVE CONCRETE (CURB AND GUTTER) 101 (F) - MISCELLANEOUS IRON AND STEEL 102 ADJUST UTILITY COVER TO GRADE 103 RELOCATE FENCE 104 DELINEATOR (CLASS 2) 105 PAVEMENT MARKER (RETROREFLECTIVE) 106 MILEPOST MARKER 107 MARKER (CULVERT) 108 TREATMENT BEST MANAGEMENT PRACTICE MARKER 109 OBJECT MARKER (TYPE L-1) 110 REMOVE ROADSIDE SIGN (WOOD POST) 111 REMOVE ROADSIDE SIGN PANEL 112 REMOVE ROADSIDE SIGN (STEEL POST) 113 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) 114 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED) 115 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED) 116 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-FRAMED) 117 ROADSIDE SIGN - ONE POST 118 ROADSIDE SIGN - TWO POST 119 INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD) 120 MIDWEST GUARDRAIL SYSTEM (STEEL POST) 121 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) 122 VEGETATION CONTROL (MINOR CONCRETE) 123 TRANSITION RAILING (TYPE AGT) 124 END ANCHOR ASSEMBLY (TYPE SFT-M) 125 ALTERNATIVE IN-LINE TERMINAL TL-3 126 ALTERNATIVE CRASH CUSHION TL-3 127 (F) - CONCRETE BARRIER TRANSITION 128 REMOVE GUARDRAIL 129 THERMOPLASTIC CROSSWALK AND PAVEMENT MARKING 130 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 131 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 132 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) 133 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 134 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) 135 REMOVE TRAFFIC STRIPE (HIGH-PRESSURE WATER BLASTING) 136 12" RUMBLE STRIP (ASPHALT CONCRETE PAVEMENT) 137 MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION 138 MODIFYING SIGNAL AND LIGHTING SYSTEMS 139 MODIFYING TRAFFIC MONITORING STATIONS 140 MODIFYING FLASHING BEACON SYSTEMS 141 MOBILIZATION
Requirements: J. F. Shea Construction Inc. is a union signatory contractor. Subcontractors must possess a current contractor’s license, insurance coverage and worker’s compensation for the entire length of the contract. All subcontractors will be required to sign our standard Subcontract Agreement. 100% payment and performance bonds may be required. Please call if you need assistance in obtaining insurance, bonding, equipment, materials and/or supplies. Plans and specifications can be viewed at our office located at 17400 Clear Creek Road, Redding, Ca. 96001 or call for any additional needed project information. J. F. Shea Construction Inc. intends to work cooperatively with all qualified firms seeking work on this project. We are an equal opportunity employer and will work with any interested subcontractor to identify opportunities to break items into economically feasible packages. Women and Minority Employees are encouraged to apply. J. F. SHEA CONSTRUCTION, INC. P.O. Box 494519 - Redding, CA 96049 Phone: (530) 246-4292 Fax: (530) 246-9940 An Equal Opportunity Employer
Date posted: 06/26/2025