Search Results: Planholders

Listing for all primes seeking assistance with project 02-0J8504.

5 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, Progress Schedule (Critical Path Method), 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, Stationary Impact Attenuator Vehicle, Portable Radar Speed Feedback Sign Systems (Ls), Portable Changeable Message Sign (Ls), Automated Flagger Assistance Device, Job Site Management, Stormwater Pollution Prevention Plan, Stormwater Sampling And Analysis Day, Stormwater Annual Report, Move-In/Move-Out (Temporary Erosion Control), Temporary Hydraulic Mulch (Bonded Fiber Matrix), 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, Treated Wood Waste, Contractor-Supplied Biologist (Ls), Clearing And Grubbing (Ls), Remove Trees, Roadway Excavation, Shoulder Backing, Ditch Excavation, Imported Borrow (Cy), Bonded Fiber Matrix (Sqft), Finishing Roadway, Class 2 Aggregate Base (Cy), Segment Correction, Replace Asphalt Concrete Surfacing, Hot Mix Asphalt (Type A), Minor Hot Mix Asphalt, Rubberized Hot Mix Asphalt (Gap Graded), Data Core, Place Hot Mix Asphalt Dike (Type C), Place Hot Mix Asphalt Dike (Type F), Place Hot Mix Asphalt (Miscellaneous Area), Tack Coat, Remove Asphalt Concrete Pavement (Sqft), Remove Asphalt Concrete Dike, Cold Plane Asphalt Concrete Pavement, (F) - Structural Concrete, Wingwall (Type A), Precast Reinforced Concrete Box Culvert, (F) - Structural Concrete, Headwall, (F) - Structural Concrete, Drainage Inlet, (F) - Minor Concrete (Minor Structure), (F) - Bar Reinforcing Steel (Epoxy Coated) (Box Culvert), (F) - Bar Reinforcing Steel (Wingwall), (F) - Bar Reinforcing Steel (Headwall), (F) - Concrete Backfill (Pipe Trench), 24" Reinforced Concrete Pipe, 30" X 19" Reinforced Concrete Elliptical Pipe, 24" Corrugated Steel Pipe (.109" Thick), 30" Corrugated Steel Pipe (.109" Thick), 36" Corrugated Steel Pipe (.109" Thick), 12" Corrugated Steel Pipe Downdrain, 24" Corrugated Steel Pipe Downdrain (.109" Thick), 12" Entrance Taper, 12" Downdrain Slip Joint, 12" Anchor Assembly, 24" Anchor Assembly, 12" Corrugated Steel Pipe Energy Tee Dissipator, 24" Corrugated Steel Pipe Energy Tee Dissipator (.109" Thick), 24" Steel Flared End Section, 36" Steel Flared End Section, 24" Concrete Flared End Section, Remove Entrance Taper, Remove Culvert (Lf), Remove Downdrain (Ea), Remove Inlet, Remove Headwall, Remove Wingwall, Remove Flared End Section (Ea), Rock Slope Protection (150 Lb, Class Ill, Method B) (Cy), Rock Slope Protection (60 Lb, Class Il, Method B) (Cy), Rock Slope Protection Fabric (Class 8), (F) - Miscellaneous Iron And Steel, Wildlife Fence (Type Wm, Metal Post 8'), Wildlife Camera Pole, 16' Wire Mesh Gate (8' High), Reconstruct Chain Link Fence, Remove Pavement Marker, Remove Delineator, Delineator (Class 2), Pavement Marker (Retroreflective- Recessed), Milepost Marker, Marker (Culvert), Treatment Best Management Practice Marker, Object Marker (Type L-1), Remove Marker, Remove Roadside Sign (Wood Post), Remove Roadside Sign Panel, Remove Roadside Sign (Steel Post), 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 Roadside Sign Panel On Existing Post, Midwest Guardrail System (Steel Post), Midwest Guardrail System (8' Post), (F) - Cable Railing, Transition Railing (Type Agt), End Anchor Assembly (Type Sft-M), Reconstruct Terminal System, Alternative In-Line Terminal System (Tl-3), (F) - Concrete Barrier Transition, Remove Guardrail, Reconstruct Guardrail, Thermoplastic Crosswalk And Pavement Marking (Enhanced Wet Night Visibility), Remove Thermoplastic Pavement Marking, 12" Rumble Strip (Asphalt Concrete Pavement), 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) (Recessed), 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) (Recessed, Broken 12-3), 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) (Recessed, Broken 36-12), 6" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) (Recessed, Broken 8-4), 8" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) (Recessed), Maintaining Existing Traffic Management System Elements During Construction, 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/all-adv-projects.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: 05/13/2025

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 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 3 TIME-RELATED OVERHEAD (LS) 4 DISPUTE RESOLUTION BOARD ON-SITE MEETING 5 HOURLY OFF-SITE DISPUTE-RESOLUTION-BOARD-RELATED TASKS 6 DEVELOP WATER SUPPLY 7 CONSTRUCTION AREA SIGNS 8 TRAFFIC CONTROL SYSTEM 9 STATIONARY IMPACT ATTENUATOR VEHICLE 10 PORTABLE RADAR SPEED FEEDBACK SIGN SYSTEMS (LS) 11 PORTABLE CHANGEABLE MESSAGE SIGN (LS) 12 AUTOMATED FLAGGER ASSISTANCE DEVICE 13 JOB SITE MANAGEMENT 14 STORMWATER POLLUTION PREVENTION PLAN 15 STORMWATER SAMPLING AND ANALYSIS DAY 16 STORMWATER ANNUAL REPORT 17 MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL) 18 TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX) 19 TEMPORARY COVER 20 TEMPORARY CHECK DAM 21 TEMPORARY DRAINAGE INLET PROTECTION 22 TEMPORARY FIBER ROLL 23 TEMPORARY GRAVEL BAG BERM 24 TEMPORARY SILT FENCE 25 TEMPORARY CONSTRUCTION ENTRANCE 26 STREET SWEEPING 27 TEMPORARY CONCRETE WASHOUT 28 TREATED WOOD WASTE 29 CONTRACTOR-SUPPLIED BIOLOGIST (LS) 30 CLEARING AND GRUBBING (LS) 31 REMOVE TREES 32 ROADWAY EXCAVATION 33 SHOULDER BACKING 34 DITCH EXCAVATION 35 IMPORTED BORROW (CY) 36 BONDED FIBER MATRIX (SQFT) 37 FINISHING ROADWAY 38 CLASS 2 AGGREGATE BASE (CY) 39 SEGMENT CORRECTION 40 REPLACE ASPHALT CONCRETE SURFACING 41 HOT MIX ASPHALT (TYPE A) 42 MINOR HOT MIX ASPHALT 43 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) 44 DATA CORE 45 PLACE HOT MIX ASPHALT DIKE (TYPE C) 46 PLACE HOT MIX ASPHALT DIKE (TYPE F) 47 PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA) 48 TACK COAT 49 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) 50 REMOVE ASPHALT CONCRETE DIKE 51 COLD PLANE ASPHALT CONCRETE PAVEMENT 52 (F) - STRUCTURAL CONCRETE, WINGWALL (TYPE A) 53 PRECAST REINFORCED CONCRETE BOX CULVERT 54 (F) - STRUCTURAL CONCRETE, HEADWALL 55 (F) - STRUCTURAL CONCRETE, DRAINAGE INLET 56 (F) - MINOR CONCRETE (MINOR STRUCTURE) 57 (F) - BAR REINFORCING STEEL (EPOXY COATED) (BOX CULVERT) 58 (F) - BAR REINFORCING STEEL (WINGWALL) 59 (F) - BAR REINFORCING STEEL (HEADWALL) 60 (F) - CONCRETE BACKFILL (PIPE TRENCH) 61 24" REINFORCED CONCRETE PIPE 62 30" X 19" REINFORCED CONCRETE ELLIPTICAL PIPE 63 24" CORRUGATED STEEL PIPE (.109" THICK) 64 30" CORRUGATED STEEL PIPE (.109" THICK) 65 36" CORRUGATED STEEL PIPE (.109" THICK) 66 12" CORRUGATED STEEL PIPE DOWNDRAIN 67 24" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK) 68 12" ENTRANCE TAPER 69 12" DOWNDRAIN SLIP JOINT 70 12" ANCHOR ASSEMBLY 71 24" ANCHOR ASSEMBLY 72 12" CORRUGATED STEEL PIPE ENERGY TEE DISSIPATOR 73 24" CORRUGATED STEEL PIPE ENERGY TEE DISSIPATOR (.109" THICK) 74 24" STEEL FLARED END SECTION 75 36" STEEL FLARED END SECTION 76 24" CONCRETE FLARED END SECTION 77 REMOVE ENTRANCE TAPER 78 REMOVE CULVERT (LF) 79 REMOVE DOWNDRAIN (EA) 80 REMOVE INLET 81 REMOVE HEADWALL 82 REMOVE WINGWALL 83 REMOVE FLARED END SECTION (EA) 84 ROCK SLOPE PROTECTION (150 LB, CLASS III, METHOD B) (CY) 85 ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B) (CY) 86 ROCK SLOPE PROTECTION FABRIC (CLASS 8) 87 (F) - MISCELLANEOUS IRON AND STEEL 88 WILDLIFE FENCE (TYPE WM, METAL POST 8') 89 WILDLIFE CAMERA POLE 90 16' WIRE MESH GATE (8' HIGH) 91 RECONSTRUCT CHAIN LINK FENCE 92 REMOVE PAVEMENT MARKER 93 REMOVE DELINEATOR 94 DELINEATOR (CLASS 2) 95 PAVEMENT MARKER (RETROREFLECTIVE-RECESSED) 96 MILEPOST MARKER 97 MARKER (CULVERT) 98 TREATMENT BEST MANAGEMENT PRACTICE MARKER 99 OBJECT MARKER (TYPE L-1) 100 REMOVE MARKER 101 REMOVE ROADSIDE SIGN (WOOD POST) 102 REMOVE ROADSIDE SIGN PANEL 103 REMOVE ROADSIDE SIGN (STEEL POST) 104 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED) 105 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED) 106 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-FRAMED) 107 ROADSIDE SIGN - ONE POST 108 ROADSIDE SIGN - TWO POST 109 INSTALL ROADSIDE SIGN PANEL ON EXISTING POST 110 MIDWEST GUARDRAIL SYSTEM (STEEL POST) 111 MIDWEST GUARDRAIL SYSTEM (8' POST) 112 (F) - CABLE RAILING 113 TRANSITION RAILING (TYPE AGT) 114 END ANCHOR ASSEMBLY (TYPE SFT-M) 115 RECONSTRUCT TERMINAL SYSTEM 116 ALTERNATIVE IN-LINE TERMINAL SYSTEM (TL-3) 117 (F) - CONCRETE BARRIER TRANSITION 118 REMOVE GUARDRAIL 119 RECONSTRUCT GUARDRAIL 120 THERMOPLASTIC CROSSWALK AND PAVEMENT MARKING (ENHANCED WET NIGHT VISIBILITY) 121 REMOVE THERMOPLASTIC PAVEMENT MARKING 122 12" RUMBLE STRIP (ASPHALT CONCRETE PAVEMENT) 123 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 124 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 12-3) 125 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 36-12) 126 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 8-4) 127 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 128 MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION 129 MODIFYING TRAFFIC MONITORING STATIONS 130 MODIFYING FLASHING BEACON SYSTEMS 131 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: 05/13/2025

Contractor: CONTROLS SYSTEMS CONSULTING CORP Contact: ALBERT RUSSELL
Address: 5720 CALIFORNIA AVE UNIUT 200 IRVINE,CA, 92614
Phone: 949-849-7050 Fax: Email: ALBERTR@CONSYSCORP.COM
Services needed: To: Prime Contractors: We offer comprehensive expertise in Design, Drawing, Design review, Quality Control, Data Sheet, and Submittal Support for Full Electrical Systems—including: Power, Low Voltage, Controls, Network, Modify Traffic Monitoring Station/Electronic Toll, Modify Signal & Lighting, Modify Lighting, Ramp Metering System, Electrical, Fiber Optic Cable System, Roadside Signs, Drainage Pumping Equipment, Pumping Plant Electrical Equipment, Temporary Traffic Screen, are Traffic Control System. We are certified as a Small Business (SB), Microbusiness (MB), and Disadvantaged Business Enterprise (DBE), among others. Please Contact Us for any quote, request and information: ALBERT RUSSELL, phone: 949 849 7050 Email: ALBERTR@CONSYSCORP.COM
Requirements: To: Prime Contractors: We offer comprehensive expertise in Design, Drawing, Design review, Quality Control, Data Sheet, and Submittal Support for Full Electrical Systems—including: Power, Low Voltage, Controls, Network, Modify Traffic Monitoring Station/Electronic Toll, Modify Signal & Lighting, Modify Lighting, Ramp Metering System, Electrical, Fiber Optic Cable System, Roadside Signs, Drainage Pumping Equipment, Pumping Plant Electrical Equipment, Temporary Traffic Screen, are Traffic Control System. We are certified as a Small Business (SB), Microbusiness (MB), and Disadvantaged Business Enterprise (DBE), among others. Please Contact Us for any quote, request and information: ALBERT RUSSELL, phone: 949 849 7050 Email: ALBERTR@CONSYSCORP.COM
Date posted: 05/17/2025

Contractor: Hat Creek Construction & Materials, Inc. Contact: Jocelyn Murchison
Address: 24339 Hwy 89 N. Burney, Ca. 96013
Phone: 530-335-5501 Fax: 530-335-5510 Email: estimating@hatcreekconstruction.com
Services needed: Hat Creek Construction & Materials, Inc. (HCCMI) is seeking quotes from all qualified subcontractors/ suppliers including but not limited to DBE for the following items of work: LEAD COMPLIANCE PLAN, PROGRESS SCHEDULE (CRITICAL PATH METHOD), TIME-RELATED OVERHEAD (LS), DISPUTE RESOLUTION BOARD ON-SITE MEETING, HOURLY OFF-SITE DISPUTE-RESOLUTION-BOARD-RELATED TASKS, DEVELOP WATER SUPPLY, COSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, STATIONARY IMPACT ATTENUATOR VEHICLE, PORTABLE RADAR SPEED FEEDBACK SIGN SYSTEMS (LS), PORTABLE CHANGEABLE MESSAGE SIGN (LS), AUTOMATED FLAGGER ASSISTANCE DEVICE, JOB SITE MANAGEMENT, STORMWATER POLLUTION PREVENTION PLAN, STORMWATER SAMPLING AND ANALYSIS DAY, STORMWATER ANNUAL REPORT, MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL), TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX), 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, TREATED WOOD WASTE, CONTRACTOR-SUPPLIED BIOLOGIST (LS), CLEARING AND GRUBBING (LS), REMOVE TREES, ROADWAY EXCAVATION, SHOULDER BACKING, DITCH EXCAVATION, IMPORTED BORROW (CY), BONDED FIBER MATRIX (SQFT), FINISING ROADWAY, CLASS 2 AGGREGATE BASE (CY), SEGMENT CORRECTION, REPLACE ASPHALT CONCRETE SURFACING, HOT MIX ASPHALT (TYPE A), MINOR HOT MIX ASPHALT, RUBBERIZED HOT MIX ASPHALT (GAP GRADED), DATA CORE, PLACE HOT MIX ASPHALT DIKE (TYPE C), PLACE HOT MIX ASPHALT (TYPE F), PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA), TACK COAT, REMOVE ASPHALT CONCRETE PAVEMENT (SQFT), REMOVE ASPHALT CONCRETE DIKE, COLD PLANE ASPHALT CONCRETE PAVEMENT, (F) - STRUCTURAL CONCRETE - WINGWALL (TYPE A), PRECAST REINFORCED CONCRETE BOX CULVERT, (F) - STRUCTURAL CONCRETE HEADWALL, (F) - STRUCTURAL CONCRETE - DRAINAGE INLET, (F) - MINOR CONCRETE (MINOR STRUCTURE), (F) BAR REINFORCING STEEL (EPOXY COATED) (BOX CULVERT), (F) BAR REINFORCING STEEL (WINGWALL), (F) BAR REINFORCING STEEL (HEADWALL), (F) CONCRETE BACKFILL (PIPE TRENCH), 24" REINFORCED CONCRETE PIPE, 30" X 19" REINFORCED CONCRETE ELLIPTICAL PIPE, 24" CORRUGATED STEEL PIPE (.109 THICK), 30" CORRUGATED STEEL PIPE (.109" THICK), 36" CORRUGATED STEEL PIPE (.109" THICK), 12" CORRUGATED STEEL PIPE DOWNDRAIN, 24" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK), 12" ENTRANCE TAPER, 12" DOWNDRAIN SLIP JOINT, 12" ANCHOR ASSEMBLY, 24" ANCHOR ASSEMBLY, 12" CORRUGATED STEEL PIPE ENERGY TEE DISSIPATOR, 24" CORRUGATED STEEL PIPE ENERGY TEE DISSIPATOR (.109" THICK), 24" STEEL FLARED END SECTION, 36" STEEL FLARED END SECTION, 24" CONCRETE FLARED END SECTION, REMOVE ENTRANCE TAPER, REMOVE CULVERT (LS), REMOVE DOWNDRAIN (EA), REMOVE INLET, REMOVE HEADWALL, REMOVE WINGWALL, REMOVE FLARED END SECTION (EA), ROCK SLOPE PROTECTION (150 LB, CLASS III, METHOD B) (CY), ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B) (CY), ROCK SLOPE PROTECTION FABRIC (CLASS 8), (F) MISCELLANEOUS IRON AND STEEL, WILDLIFE FENCE (TYPE WM, METAL POST 8'), WILDLIFE CAMERA POLE, 16' WIRE MESH GATE (8' HIGH), RECONSTRUCT CHAIN LINK FENCE, REMOVE PAVEMENT MARKER, REMOVE DELINEATOR, DELINEATOR (CLASS 2), PAVEMENT MARKER (RETROREFLECTIVE - RECESSED), MILEPOST MARKER, MARKER (CULVERT), TREATMENT BEST MANAGEMENT PRACTICE MARKER, OBJECT MARKER (TYPE L-1), REMOVE MARKER, REMOVE ROADSIDE SIGN (WOOD POST), REMOVE ROADSIDE SIGN PANEL, REMOVE ROADSIDE SIGN (STEEL POST), 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 ROADSIDE SIGN PANEL ON EXISTING POST, MIDWEST GUARDRAIL SYSTEM (STEEL POST), MIDWEST GUARDRAIL SYSTEM (8' POST), (F) - CABLE RAILING, TRANSITION RAILING (TYPE AGT), END ANCHOR ASSEMBLY (TYPE SFT-M), RECONSTRUCT TERMINAL SYSTEM, ALTERNATIVE IN-LINE TERMINAL SYSTEM (TL-3), (F) CONCRETE BARRIER TRANSITION, REMOVE GUARDRAIL, RECONSTRUCT GUARDRAIL, THERMOPLASTIC CROSSWALK AND PAVEMENTMARKING (ENHANCED WET NIGHT VISIBILITY), REMOVE THERMOPLASTIC PAVEMENT MARKING, 12" RUMBLE STRIP (ASPHALT CONCRETE PAVEMENT), 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY (RECESSED), 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY (RECESSED, BROKEN 12-3), 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY (RECESSED, BROKEN 36-12), 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY (RECESSED, BROKEN 8-4), 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY (RECESSED), MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, MODIFYING TRAFFIC MONITORING STATIONS, MODIFYING FLASHING BEACON SYSTEMS, MOBILIZATION.
Requirements: HCCMI is an equal opportunity employer and is willing to work with all qualified firms interested on this project. Subcontractors must possess a current contractor’s license, current PWCR, insurance coverage and worker’s compensation for the entire length of the contract. Firms are also required to comply with all In Use Off Road Diesel Vehicle regulations. If qualified firms need assistance in obtaining project plans, specifications, or requirements please contact estimating@hatcreekconstruction.com or our office at (530) 355-5501 or can also be viewed at 24339 State Highway 89 North, Burney, CA 96013. All subcontractors will be required to sign our standard Subcontract Agreement. 100% payment and performance bond may be required. Please call if you need assistance obtaining insurance, bonding, equipment, materials, and/or supplies. HCCMI intends to work cooperatively with all qualified firms seeking work on this project. We will work with any interested subcontractor/supplier to identify opportunities to break items into economically feasible packages.
Date posted: 05/28/2025

Contractor: Rocky Mountain Construction Contact: Rick Shea
Address: 4815 Tingley Lane #A Klamath Falls
Phone: 541-882-8377 Fax: Email: rshea@rmcpave.com
Services needed: Rocky Mountain Construction LLC is requesting quotes from all qualified subcontractors including certified and licensed DBE's & SBE's subcontractors and suppliers for all items of work, including but not limited to: 1 LEAD COMPLIANCE PLAN 2 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 3 TIME-RELATED OVERHEAD (LS) 4 DISPUTE RESOLUTION BOARD ON-SITE MEETING 5 HOURLY OFF-SITE DISPUTE-RESOLUTION-BOARD-RELATED TASKS 6 DEVELOP WATER SUPPLY 7 CONSTRUCTION AREA SIGNS 8 TRAFFIC CONTROL SYSTEM 9 STATIONARY IMPACT ATTENUATOR VEHICLE 10 PORTABLE RADAR SPEED FEEDBACK SIGN SYSTEMS (LS) 11 PORTABLE CHANGEABLE MESSAGE SIGN (LS) 12 AUTOMATED FLAGGER ASSISTANCE DEVICE 13 JOB SITE MANAGEMENT 14 STORMWATER POLLUTION PREVENTION PLAN 15 STORMWATER SAMPLING AND ANALYSIS DAY 16 STORMWATER ANNUAL REPORT 17 MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL) 18 TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX) 19 TEMPORARY COVER 20 TEMPORARY CHECK DAM 21 TEMPORARY DRAINAGE INLET PROTECTION 22 TEMPORARY FIBER ROLL 23 TEMPORARY GRAVEL BAG BERM 24 TEMPORARY SILT FENCE 25 TEMPORARY CONSTRUCTION ENTRANCE 26 STREET SWEEPING 27 TEMPORARY CONCRETE WASHOUT 28 TREATED WOOD WASTE 29 CONTRACTOR-SUPPLIED BIOLOGIST (LS) 30 CLEARING AND GRUBBING (LS) 31 REMOVE TREES 32 ROADWAY EXCAVATION 33 SHOULDER BACKING 34 DITCH EXCAVATION 35 IMPORTED BORROW (CY) 36 BONDED FIBER MATRIX (SQFT) 37 FINISHING ROADWAY 38 CLASS 2 AGGREGATE BASE (CY) 39 SEGMENT CORRECTION 40 REPLACE ASPHALT CONCRETE SURFACING 41 HOT MIX ASPHALT (TYPE A) 42 MINOR HOT MIX ASPHALT 43 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) 44 DATA CORE 45 PLACE HOT MIX ASPHALT DIKE (TYPE C) 46 PLACE HOT MIX ASPHALT DIKE (TYPE F) 47 PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA) 48 TACK COAT 49 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) 50 REMOVE ASPHALT CONCRETE DIKE 51 COLD PLANE ASPHALT CONCRETE PAVEMENT 52 (F) - STRUCTURAL CONCRETE, WINGWALL (TYPE A) 53 PRECAST REINFORCED CONCRETE BOX CULVERT 54 (F) - STRUCTURAL CONCRETE, HEADWALL 55 (F) - STRUCTURAL CONCRETE, DRAINAGE INLET 56 (F) - MINOR CONCRETE (MINOR STRUCTURE) 57 (F) - BAR REINFORCING STEEL (EPOXY COATED) (BOX CULVERT) 58 (F) - BAR REINFORCING STEEL (WINGWALL) 59 (F) - BAR REINFORCING STEEL (HEADWALL) 60 (F) - CONCRETE BACKFILL (PIPE TRENCH) 61 24" REINFORCED CONCRETE PIPE 62 30" X 19" REINFORCED CONCRETE ELLIPTICAL PIPE 63 24" CORRUGATED STEEL PIPE (.109" THICK) 64 30" CORRUGATED STEEL PIPE (.109" THICK) 65 36" CORRUGATED STEEL PIPE (.109" THICK) 66 12" CORRUGATED STEEL PIPE DOWNDRAIN 67 24" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK) 68 12" ENTRANCE TAPER 69 12" DOWNDRAIN SLIP JOINT 70 12" ANCHOR ASSEMBLY 71 24" ANCHOR ASSEMBLY 72 12" CORRUGATED STEEL PIPE ENERGY TEE DISSIPATOR 73 24" CORRUGATED STEEL PIPE ENERGY TEE DISSIPATOR (.109" THICK) 74 24" STEEL FLARED END SECTION 75 36" STEEL FLARED END SECTION 76 24" CONCRETE FLARED END SECTION 77 REMOVE ENTRANCE TAPER 78 REMOVE CULVERT (LF) 79 REMOVE DOWNDRAIN (EA) 80 REMOVE INLET 81 REMOVE HEADWALL 82 REMOVE WINGWALL 83 REMOVE FLARED END SECTION (EA) 84 ROCK SLOPE PROTECTION (150 LB, CLASS III, METHOD B) (CY) 85 ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B) (CY) 86 ROCK SLOPE PROTECTION FABRIC (CLASS 8) 87 (F) - MISCELLANEOUS IRON AND STEEL 88 WILDLIFE FENCE (TYPE WM, METAL POST 8') 89 WILDLIFE CAMERA POLE 90 16' WIRE MESH GATE (8' HIGH) 91 RECONSTRUCT CHAIN LINK FENCE 92 REMOVE PAVEMENT MARKER 93 REMOVE DELINEATOR 94 DELINEATOR (CLASS 2) 95 PAVEMENT MARKER (RETROREFLECTIVE-RECESSED) 96 MILEPOST MARKER 97 MARKER (CULVERT) 98 TREATMENT BEST MANAGEMENT PRACTICE MARKER 99 OBJECT MARKER (TYPE L-1) 100 REMOVE MARKER 101 REMOVE ROADSIDE SIGN (WOOD POST) 102 REMOVE ROADSIDE SIGN PANEL 103 REMOVE ROADSIDE SIGN (STEEL POST) 104 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED) 105 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED) 106 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-FRAMED) 107 ROADSIDE SIGN - ONE POST 108 ROADSIDE SIGN - TWO POST 109 INSTALL ROADSIDE SIGN PANEL ON EXISTING POST 110 MIDWEST GUARDRAIL SYSTEM (STEEL POST) 111 MIDWEST GUARDRAIL SYSTEM (8' POST) 112 (F) - CABLE RAILING 113 TRANSITION RAILING (TYPE AGT) 114 END ANCHOR ASSEMBLY (TYPE SFT-M) 115 RECONSTRUCT TERMINAL SYSTEM 116 ALTERNATIVE IN-LINE TERMINAL SYSTEM (TL-3) 117 (F) - CONCRETE BARRIER TRANSITION 118 REMOVE GUARDRAIL 119 RECONSTRUCT GUARDRAIL 120 THERMOPLASTIC CROSSWALK AND PAVEMENT MARKING (ENHANCED WET NIGHT VISIBILITY) 121 REMOVE THERMOPLASTIC PAVEMENT MARKING 122 12" RUMBLE STRIP (ASPHALT CONCRETE PAVEMENT) 123 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 124 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 12-3) 125 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 36-12) 126 6" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 8-4) 127 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 128 MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION 129 MODIFYING TRAFFIC MONITORING STATIONS 130 MODIFYING FLASHING BEACON SYSTEMS 131 MOBILIZATION Plans and specifications can be viewed on the Caltrans website at http://ppmoe.dot.ca.gov/des/oe/weeklyads/all-adv-projects.php Subcontractors must possess a current contractor's license and comply with all California registration requirements. All subcontractors are required to obtain a Department of Industrial Relations registration number and provide the number to RMC at bid time with their quote. Subcontractors must possess a current contractor's license, insurance coverage, and workers compensation for the entire length of the contract. RMC may require subcontractors to provide 100% performance and payment bonding for their value of work. RMC is willing to breakout any portion of work to encourage DBE & SBE participation. RMC is an Equal Opportunity Employer and will consider all bids that may be submitted. If we can be of assistance with providing specs, plans, obtaining bonding, insurance, materials and/or supplies or have any questions related to the referenced project, please contact our office at (541)882-8377.
Requirements:
Date posted: 06/18/2025