Search Results: Planholders
Listing for all primes seeking assistance with project 02-3H70U4.
6 records found
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 TYPE III BARRICADE 9 TEMPORARY PAVEMENT MARKING (PAINT) 10 TEMPORARY TRAFFIC STRIPE (PAINT) 11 CHANNELIZER (SURFACE MOUNTED) 12 PORTABLE RADAR SPEED FEEDBACK SIGN SYSTEMS (LS) 13 PORTABLE SIGNAL SYSTEMS (LS) 14 PORTABLE CHANGEABLE MESSAGE SIGN (LS) 15 TEMPORARY RAILING (TYPE K) 16 TEMPORARY CRASH CUSHION TL-3 17 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY 18 JOB SITE MANAGEMENT 19 WATER POLLUTION CONTROL PROGRAM 20 MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL) 21 TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX) 22 TEMPORARY COVER 23 TEMPORARY CHECK DAM 24 TEMPORARY DRAINAGE INLET PROTECTION 25 TEMPORARY FIBER ROLL 26 TEMPORARY GRAVEL BAG BERM 27 TEMPORARY SILT FENCE 28 TEMPORARY CONSTRUCTION ENTRANCE 29 STREET SWEEPING 30 TEMPORARY CONCRETE WASHOUT 31 TREATED WOOD WASTE 32 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) 33 INVASIVE SPECIES CONTROL 34 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) 35 CLEARING AND GRUBBING (LS) 36 ROADWAY EXCAVATION 37 SHOULDER BACKING 38 (F) - STRUCTURE EXCAVATION (SOLDIER PILE WALL) 39 (F) - STRUCTURE BACKFILL (SOLDIER PILE WALL) 40 (F) - CONCRETE BACKFILL (SOLDIER PILE WALL) 41 (F) - LEAN CONCRETE BACKFILL 42 DITCH EXCAVATION 43 HYDRAULIC BIOTIC GROWTH MEDIUM 44 BONDED FIBER MATRIX (SQFT) 45 FIBER REINFORCED MATRIX (SQFT) 46 ROLLED EROSION CONTROL PRODUCT (NETTING) 47 FINISHING ROADWAY 48 CLASS 2 AGGREGATE BASE (CY) 49 ASPHALT-RUBBER BINDER 50 PRECOATED AGGREGATE (SEAL COAT) 51 REPLACE ASPHALT CONCRETE SURFACING 52 HOT MIX ASPHALT (TYPE A) 53 MINOR HOT MIX ASPHALT 54 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) 55 DATA CORE 56 PLACE HOT MIX ASPHALT DIKE (TYPE A) 57 PLACE HOT MIX ASPHALT DIKE (TYPE F) 58 PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA) 59 TACK COAT 60 REMOVE ASPHALT CONCRETE PAVEMENT (CY) 61 REMOVE ASPHALT CONCRETE DIKE 62 COLD PLANE ASPHALT CONCRETE PAVEMENT 63 GROUND ANCHOR (SUBHORIZONTAL) 64 STEEL SOLDIER PILE (HP 14 X 89) 65 30" DRILLED HOLE 66 STRUCTURAL CONCRETE, WALER 67 (F) - STRUCTURAL CONCRETE, BARRIER SLAB 68 STRUCTURAL CONCRETE, HEADWALL 69 STRUCTURAL CONCRETE, DRAINAGE INLET 70 MINOR CONCRETE (MINOR STRUCTURE) 71 PRECAST CONCRETE LAGGING 72 (F) - BAR REINFORCING STEEL (WALER, EPOXY COATED) 73 (F) - TIMBER LAGGING 74 CLEAN AND PAINT STEEL SOLDIER PILING 75 (F) - CONCRETE BACKFILL (PIPE TRENCH) 76 18" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (0.079" THICK) 77 30" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (.138" THICK) 78 24" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (.109" THICK) 79 24" X 18" CORRUGATED STEEL PIPE ARCH (.109" THICK) 80 24" ANCHOR ASSEMBLY 81 30" ANCHOR ASSEMBLY 82 DRAINAGE INLET MARKER 83 BIOFILTRATION SOIL MEDIA 84 ABANDON CULVERT (LF) 85 REMOVE CULVERT (LF) 86 REMOVE INLET 87 REMOVE HEADWALL 88 ROCK SLOPE PROTECTION (1/4 T, CLASS V, METHOD B) (CY) 89 ROCK SLOPE PROTECTION (20 LB, CLASS I, METHOD B) (CY) 90 (F) - MISCELLANEOUS IRON AND STEEL 91 PREPARE AND STAIN CONCRETE 92 REMOVE PAVEMENT MARKER 93 PAVEMENT MARKER (RETROREFLECTIVE-RECESSED) 94 REMOVE MARKER (CULVERT) 95 MARKER (CULVERT) 96 TREATMENT BEST MANAGEMENT PRACTICE MARKER 97 REMOVE ROADSIDE SIGN (WOOD POST) 98 REMOVE ROADSIDE SIGN PANEL 99 REMOVE ROADSIDE SIGN (STEEL POST) 100 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED) 101 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED) 102 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-FRAMED) 103 ROADSIDE SIGN - ONE POST 104 ROADSIDE SIGN - TWO POST 105 INSTALL ROADSIDE SIGN PANEL ON EXISTING POST 106 MIDWEST GUARDRAIL SYSTEM (STEEL POST) 107 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) 108 VEGETATION CONTROL (MINOR CONCRETE) 109 SINGLE THRIE BEAM BARRIER (STEEL POST) 110 CONCRETE BARRIER (ANCHOR BLOCK) 111 CABLE RAILING 112 TRANSITION RAILING (TYPE AGT) 113 END ANCHOR ASSEMBLY (TYPE SFT-M) 114 ALTERNATIVE IN-LINE TERMINAL TL-3 115 BURIED POST END ANCHOR (TYPE B-F) 116 ALTERNATIVE CRASH CUSHION TL-3 117 (F) - CONCRETE BARRIER TRANSITION 118 (F) - CONCRETE BARRIER (TYPE 842 MODIFIED) 119 REMOVE GUARDRAIL 120 REMOVE CRASH CUSHION 121 THERMOPLASTIC PAVEMENT MARKING (ENHANCED WET NIGHT VISIBILITY) 122 REMOVE THERMOPLASTIC TRAFFIC STRIPE 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 18-12) 126 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 127 THERMOPLASTIC CROSSWALK AND PAVEMENT MARKING (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 128 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: 05/03/2024
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 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, Type III Barricade, Temporary Pavement Marking (Paint), Temporary Traffic Stripe (Paint), Channelizer (Surface Mounted), Portable Radar Speed Feedback Sign Systems (Ls), Portable Signal Systems (Ls), Portable Changeable Message Sign (Ls), Temporary Railing (Type K), Temporary Crash Cushion Tl-3, Automated Flagger Assistance Device Day, Job Site Management, Water Pollution Control Program, 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 (Day), Invasive Species Control, Remove Concrete (Miscellaneous) (Sqft), Clearing And Grubbing (Ls), Roadway Excavation, Shoulder Backing, (F) - Structure Excavation (Soldier Pile Wall), (F) - Structure Backfill (Soldier Pile Wall), (F) - Concrete Backfill (Soldier Pile Wall), (F) - Lean Concrete Backfill, Ditch Excavation, Hydraulic Biotic Growth Medium, Bonded Fiber Matrix (Sqft), Fiber Reinforced Matrix (Sqft), Rolled Erosion Control Product (Netting), Finishing Roadway, Class 2 Aggregate Base (Cy), Asphalt-Rubber Binder, Precoated Aggregate (Seal Coat), 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 A), Place Hot Mix Asphalt Dike (Type F), Place Hot Mix Asphalt (Miscellaneous Area), Tack Coat, Remove Asphalt Concrete Pavement (Cy), Remove Asphalt Concrete Dike, Cold Plane Asphalt Concrete Pavement, Ground Anchor (Subhorizontal), Steel Soldier Pile (HP 14 X 89), 30" Drilled Hole, Structural Concrete, Waler, (F) - Structural Concrete, Barrier Slab, Structural Concrete, Headwall, Structural Concrete, Drainage Inlet, Minor Concrete (Minor Structure), Precast Concrete Lagging, (F) - Bar Reinforcing Steel (Waler, Epoxy Coated), (F) - Timber Lagging, Clean And Paint Steel Soldier Piling, (F) - Concrete Backfill (Pipe Trench), 18" Polymeric Sheet Coated Corrugated Steel Pipe (0.079" Thick), 30" Polymeric Sheet Coated Corrugated Steel Pipe (.138" Thick), 24" Polymeric Sheet Coated Corrugated Steel Pipe (.109" Thick), 24" X 18" Corrugated Steel Pipe Arch (.109" Thick), 24" Anchor Assembly, 30" Anchor Assembly, Drainage Inlet Marker, Biofiltration Soil Media, Abandon Culvert (Lf), Remove Culvert (Lf), Remove Inlet, Remove Headwall, Rock Slope Protection (1/4 T, Class V, Method B) (Cy), Rock Slope Protection (20 Lb, Class I, Method B) (Cy), (F) - Miscellaneous Iron And Steel, Prepare And Stain Concrete, Remove Pavement Marker, Pavement Marker (Retroreflective- Recessed), Remove Marker (Culvert), Marker (Culvert), Treatment Best Management Practice 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' Steel Post), Vegetation Control (Minor Concrete), Single Thrie Beam Barrier (Steel Post), Concrete Barrier (Anchor Block), Cable Railing, Transition Railing (Type Agt), End Anchor Assembly (Type Sft-M), Alternative In-Line Terminal Tl-3, Buried Post End Anchor (Type B-F), Alternative Crash Cushion Tl-3, (F) - Concrete Barrier Transition, (F) - Concrete Barrier (Type 842 Modified), Remove Guardrail, Remove Crash Cushion, Thermoplastic Pavement Marking (Enhanced Wet Night Visibility), Remove Thermoplastic Traffic Stripe, 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 18-12), 8" Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility) (Recessed), Thermoplastic Crosswalk And Pavement Marking (Enhanced Wet Night Visibility) (Recessed), Mobilization, Quality Control Testing, Trucking, Water Trucks, Operated Grinder Rental, Not Limited to The Above Listed Items.
Requirements: The plans and specifications, for the referenced project, can be reviewed at our office or downloaded in electronic format at https://ppmoe.dot.ca.gov/des/oe/weekly-ads/oe-project.php?q=02-3H70U4. Tullis, Inc. is signatory to the Operating Engineers and Laborers Unions. Subcontractors must possess a current contractor’s license, insurance coverage, and worker’s compensation for the entire length of the contract. At Tullis, Inc.’s discretion, 100% payment and performance bonds may be required. If you require assistance in obtaining bonding, lines of credit, insurance, equipment, supplies, materials, or have any questions related to the referenced project, please contact or office at (530) 241-5105. Tullis, Inc. is an Equal Opportunity Employer and will consider any and all bids that may be submitted. Tullis, Inc. is willing to break out any portion of work to encourage DVBE and SBE participation. If you should have any interest in this project or require any assistance, please contact Tullis, Inc. and we can discuss the project in length and how you may be able to participate. When submitting any bid on a public works project, please include your California Contractors License Number and Department of Industrial Relations Number. More information regarding California Contractors License and DIR Numbers can be found at http://www.cslb.ca.gov/ and http://www.dir.ca.gov/Public-Works/PublicWorks.html.
Date posted: 05/06/2024
Contractor: Stimpel-Wiebelhaus Associates, Inc Contact: Marshall Harmon
Address: 1168 Industrial St. Redding, CA, 96002
Phone: 530-223-6605 Fax: 530-223-3879 Email: marshall@stimpel.net
Services needed: SWA is seeking bids from all qualified subcontractors and suppliers for the following items: 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; TYPE III BARRICADE; TEMPORARY PAVEMENT MARKING (PAINT); TEMPORARY TRAFFIC STRIPE (PAINT); CHANNELIZER (SURFACE MOUNTED); PORTABLE RADAR SPEED FEEDBACK SIGN SYSTEMS (LS); PORTABLE SIGNAL SYSTEMS (LS); PORTABLE CHANGEABLE MESSAGE SIGN (LS); TEMPORARY RAILING (TYPE K); TEMPORARY CRASH CUSHION TL-3; AUTOMATED FLAGGER ASSISTANCE DEVICE DAY; JOB SITE MANAGEMENT; WATER POLLUTION CONTROL PROGRAM; 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 (DAY); INVASIVE SPECIES CONTROL; REMOVE CONCRETE (MISCELLANEOUS) (SQFT); CLEARING AND GRUBBING (LS); ROADWAY EXCAVATION; SHOULDER BACKING; (F) - STRUCTURE EXCAVATION (SOLDIER PILE WALL); (F) - STRUCTURE BACKFILL (SOLDIER PILE WALL); (F) - CONCRETE BACKFILL (SOLDIER PILE WALL); (F) - LEAN CONCRETE BACKFILL; DITCH EXCAVATION; HYDRAULIC BIOTIC GROWTH MEDIUM; BONDED FIBER MATRIX (SQFT); FIBER REINFORCED MATRIX (SQFT); ROLLED EROSION CONTROL PRODUCT (NETTING); FINISHING ROADWAY; CLASS 2 AGGREGATE BASE (CY); ASPHALT-RUBBER BINDER; PRECOATED AGGREGATE (SEAL COAT); 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 A); PLACE HOT MIX ASPHALT DIKE (TYPE F); PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA); TACK COAT; REMOVE ASPHALT CONCRETE PAVEMENT (CY); REMOVE ASPHALT CONCRETE DIKE; COLD PLANE ASPHALT CONCRETE PAVEMENT; GROUND ANCHOR (SUBHORIZONTAL); STEEL SOLDIER PILE (HP 14 X 89); 30" DRILLED HOLE; STRUCTURAL CONCRETE, WALER; (F) - STRUCTURAL CONCRETE, BARRIER SLAB; STRUCTURAL CONCRETE, HEADWALL; STRUCTURAL CONCRETE, DRAINAGE INLET; MINOR CONCRETE (MINOR STRUCTURE); PRECAST CONCRETE LAGGING; (F) - BAR REINFORCING STEEL (WALER, EPOXY COATED); (F) - TIMBER LAGGING; CLEAN AND PAINT STEEL SOLDIER PILING; (F) - CONCRETE BACKFILL (PIPE TRENCH); 18" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (0.079" THICK); 30" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (.138" THICK); 24" POLYMERIC SHEET COATED CORRUGATED STEEL PIPE (.109" THICK); 24" X 18" CORRUGATED STEEL PIPE ARCH (.109" THICK); 24" ANCHOR ASSEMBLY; 30" ANCHOR ASSEMBLY; DRAINAGE INLET MARKER; BIOFILTRATION SOIL MEDIA; ABANDON CULVERT (LF); REMOVE CULVERT (LF); REMOVE INLET; REMOVE HEADWALL; ROCK SLOPE PROTECTION (1/4 T, CLASS V, METHOD B) (CY); ROCK SLOPE PROTECTION (20 LB, CLASS I, METHOD B) (CY); (F) - MISCELLANEOUS IRON AND STEEL; PREPARE AND STAIN CONCRETE; REMOVE PAVEMENT MARKER; PAVEMENT MARKER (RETROREFLECTIVE- RECESSED); REMOVE MARKER (CULVERT); MARKER (CULVERT); TREATMENT BEST MANAGEMENT PRACTICE 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' STEEL POST); VEGETATION CONTROL (MINOR CONCRETE); SINGLE THRIE BEAM BARRIER (STEEL POST); CONCRETE BARRIER (ANCHOR BLOCK); CABLE RAILING; TRANSITION RAILING (TYPE AGT); END ANCHOR ASSEMBLY (TYPE SFT-M); ALTERNATIVE IN-LINE TERMINAL TL-3; BURIED POST END ANCHOR (TYPE B-F); ALTERNATIVE CRASH CUSHION TL-3; (F) - CONCRETE BARRIER TRANSITION; (F) - CONCRETE BARRIER (TYPE 842 MODIFIED); REMOVE GUARDRAIL; REMOVE CRASH CUSHION; THERMOPLASTIC PAVEMENT MARKING (ENHANCED WET NIGHT VISIBILITY); REMOVE THERMOPLASTIC TRAFFIC STRIPE; 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 18-12); 8" THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) (RECESSED); THERMOPLASTIC CROSSWALK AND PAVEMENT MARKING (ENHANCED WET NIGHT VISIBILITY) (RECESSED); MOBILIZATION
Requirements: Stimpel-Wiebelhaus Associates, Inc. (SWA) will work with interested subcontractors to identify opportunities to break down items into economically feasible packages to encourage contractor participation. SWA is a union signatory contractor and subs shall be required to be or to sign an approved one-time terms/conditions agreement. Plans and specifications are available for viewing at our office, can be downloaded from the owner’s website, or can be provided via email upon request. Please contact SWA for any further assistance and if any help is needed in obtaining bonding, insurance, equipment, materials, or supplies. SWA intends to work cooperatively with all qualified firms seeking to work on this project. We are an equal opportunity employer and will consider any and all bids that may be submitted.
Date posted: 05/16/2024
Contractor: Steelhead Constructors JV Contact: Kelly Knight
Address: 2940 Innsbruck Drive Redding
Phone: 530-226-6400 Fax: 530-226-6401 Email: kelly@steelheadconstructors.com
Services needed: We are requesting quotes from all qualified subcontractors and suppliers, including all certified DVBE/DBE/MBE/WBE/MB subcontractors. We are soliciting quotes for (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 Task, Develop Water Supply, Construction Area Signs, Traffic Control System, Type 111 Barricade, Temporary Pavement Marking (Paint), Temporary Traffic Stripe (Paint), Channelizer (Surface Mounted), Portable Radar Speed Feedback Sign, Portable Signal Systems (LS), Portable Changeable Message Sign (LS), Temporary Railing (Type K), Temporary Crash Cushion TL-3, Automated Flagger Assistance Device Day, Job Site Management, Water Pollution Control Program, 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 (Day), Invasive Species Control, Remove Concrete (Miscellaneous) (SQFT), Clearing and Grubbing (LS), Roadway Excavation, Shoulder Backing, (F) – Structure Excavation (Soldier Pile Wall), (F) – Structure Excavation Backfill (Soldier Pile Wall), (F) – Concrete Backfill (Soldier Pile Wall), (F) – Lean Concrete Backfill, Ditch Excavation, Hydraulic Biotic Growth Medium, Bonded Fiber Matrix (SQFT), Fiber Reinforced Matrix (SQFT), Rolled Erosion Control Product, Finishing Roadway, Class 2 Aggregate Base (CY), Asphalt-Rubber Binder, Precoated Aggregate (Seal Coat), 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 A), Place Hot Mix Asphalt Dike (Type F), Place Hot Mix Asphalt (Miscellaneous), Tack Coat, Remove Asphalt Concrete Pavement (CY), Remove Asphalt Concrete Dike, Cold Plane Asphalt Concrete Pavement, Ground Anchor (Subhorizontal), Steel Soldier Pile (HP 14 X 89), 30’ Drilled Hole, Structural Concrete Waler, (F) – Structural Concrete Barrier Slab, Structural Concrete Headwall, Structural Concrete Drainage Inlet, Minor Concrete (Minor Structure), Precast Concrete Lagging, (F) – Bar Reinforcing steel (Waler Epoxy Coated), (F) – Timber Lagging, Clean and Paint Steel Soldier Piling, (F) – Concrete Backfill (Pipe Trench), 18” Polymeric Sheet Coated Corrugated Steel Pipe (0.079” Thick), 30” Polymeric Sheet Coated Corrugated Steel Pipe (.138” Thick), 24” Polymeric Sheet Coated Corrugated Steel Pipe (.109” Thick), 24” X 18” Corrugated Steel Pipe Arch (.109” Thick), 24” Anchor Assembly, 30” Anchor Assembly, Drainage Inlet Marker, Biofiltration Soil Media, Abandon Culvert (LF), Remove Culvert (LF), Remove Inlet, Remove Headwall, Rock Slope protection (1/4 T Class V Method B)(CY), Rock Slope Protection (20 LB Class 1 Method B)(CY), (F) – Miscellaneous Iron And Steel, Prepare And Stain Concrete, Remove Pavement Marker, Pavement Marker (Retroreflective-Recessed), Remove Marker (Culvert), Marker (Culvert), Treatment Best Management Practice 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), Furnished Single Sheet Aluminum Sign (0.080”- Framed), Roadside Sign – Two Post, Roadside Sign Panel On Existing Post, Midwest Guardrail System (Steel Post), Midwest Guardrail System (8’ Steel Post), Vegetation Control (Minor Concrete), Single Thrie Beam Barrier (Steel Post), Concrete Barrier (Anchor Block), Cable Railing, Transition Railing (Type AGT), End Anchor Assembly (Type SFT-M), Alternative In-Line Terminal TL-3, Buried Post End Anchor (Type B-F), Alternative Crash Cushion TL-3, (F) – Concrete Barrier Transition, (F) – Concrete Barrier (Type 842 Modified), Remove Guardrail, Remove Crash Cushion, Thermoplastic Pavement Marking (Enhanced Wet Night Visibility), Remove Thermoplastic Traffic Stripe, 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 18-12), 8” Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility)(Recessed), Thermoplastic Crosswalk And Pavement Marking (Enhanced Wet Night Visibility) (Recessed), and Mobilization.
Requirements: Steelhead Constructors JV (Steelhead) will be bidding the referenced project as a prime contractor. Plans and specifications for this project may be viewed at the Caltrans Website, where you Opted-In, at your local builder’s exchange and are available for review in our office. If you require additional information regarding the requirements of the contract, please don’t hesitate to call our office. In order that we may give your bid maximum consideration, please supply us with an email prior to the bid date describing the scope of your work. Steelhead is an Equal Employment Opportunity Employer. We encourage and actively solicit proposals from DVBE, DBE, MBE, WBE, DBE and MB subcontractors and suppliers on all our projects. All qualified DVBE, DBE, MBE, WBE, and MB subcontractors must be registered and certified by the California Department of Transportation. Steelhead is signatory to Operating Engineers, Laborers, Carpenters and Cement Masons Unions. All subcontractors must possess a current contractor’s license, insurance, and workers’ compensation coverage meeting Steelhead’s requirements and will be required to sign Steelhead’s Subcontract Agreement. Performance and payment bonds up to 100% may be required for the full amount of the subcontract price. Prior to the bid, upon request, you can contact our office if you require assistance in bonding, lines of credit, insurance, obtaining necessary equipment, supplies, materials or services, establishing delivery schedules, etc., which may be required by the Owner. Please contact our office and advise us if you are interested in this project. When submitting any bid on a public works project, please prominently include, on your quote, your California Contractors License Number and Department of Industrial Relations Number. More information regarding California Contractors License and DIR Numbers can be found at http://www.cslb.ca.gov/ and http://www.dir.ca.gov/Public-Works/PublicWorks.html Sincerely, STEELHEAD CONSTRUCTORS JV Kelly Knight The Estimating Department 530-226-6400 ask for Kelly Knight. Please email quotes to estimating@steelheadconstructors.com
Date posted: 05/24/2024
Contractor: Granite Construction Company Contact: Bret McPhaul
Address: 1324 S State Street Ukiah
Phone: 707-489-4782 Fax: 707-467-4143 Email: northcoastestimating@gcinc.com
Services needed: Granite Construction Company (Granite) is requesting quotes from all qualified subcontractors and suppliers, including all certified DVBE/DBE/MBE/WBE/MB subcontractors. We are soliciting quotes for Lead Compliance Plan, Develop Water Supply, Construction Area Signs, Traffic Control System, Type 111 Barricade, Temporary Pavement Marking (Paint), Temporary Traffic Stripe (Paint), Channelizer (Surface Mounted), Portable Radar Speed Feedback Sign, Portable Signal Systems (LS), Portable Changeable Message Sign (LS), Temporary Railing (Type K), Temporary Crash Cushion TL-3, Automated Flagger Assistance Device Day, Job Site Management, Water Pollution Control Program, 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 (Day), Invasive Species Control, Remove Concrete (Miscellaneous) (SQFT), Clearing and Grubbing (LS), Roadway Excavation, Shoulder Backing, (F) – Structure Excavation (Soldier Pile Wall), (F) – Structure Excavation Backfill (Soldier Pile Wall), (F) – Concrete Backfill (Soldier Pile Wall), (F) – Lean Concrete Backfill, Ditch Excavation, Hydraulic Biotic Growth Medium, Bonded Fiber Matrix (SQFT), Fiber Reinforced Matrix (SQFT), Rolled Erosion Control Product, Finishing Roadway, Class 2 Aggregate Base (CY), Asphalt-Rubber Binder, Precoated Aggregate (Seal Coat), 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 A), Place Hot Mix Asphalt Dike (Type F), Place Hot Mix Asphalt (Miscellaneous), Tack Coat, Remove Asphalt Concrete Pavement (CY), Remove Asphalt Concrete Dike, Cold Plane Asphalt Concrete Pavement, Ground Anchor (Subhorizontal), Steel Soldier Pile (HP 14 X 89), 30’ Drilled Hole, Structural Concrete Waler, (F) – Structural Concrete Barrier Slab, Structural Concrete Headwall, Structural Concrete Drainage Inlet, Minor Concrete (Minor Structure), Precast Concrete Lagging, (F) – Bar Reinforcing steel (Waler Epoxy Coated), (F) – Timber Lagging, Clean and Paint Steel Soldier Piling, (F) – Concrete Backfill (Pipe Trench), 18” Polymeric Sheet Coated Corrugated Steel Pipe (0.079” Thick), 30” Polymeric Sheet Coated Corrugated Steel Pipe (.138” Thick), 24” Polymeric Sheet Coated Corrugated Steel Pipe (.109” Thick), 24” X 18” Corrugated Steel Pipe Arch (.109” Thick), 24” Anchor Assembly, 30” Anchor Assembly, Drainage Inlet Marker, Biofiltration Soil Media, Abandon Culvert (LF), Remove Culvert (LF), Remove Inlet, Remove Headwall, Rock Slope protection (1/4 T Class V Method B)(CY), Rock Slope Protection (20 LB Class 1 Method B)(CY), (F) – Miscellaneous Iron And Steel, Prepare And Stain Concrete, Remove Pavement Marker, Pavement Marker (Retroreflective-Recessed), Remove Marker (Culvert), Marker (Culvert), Treatment Best Management Practice 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), Furnished Single Sheet Aluminum Sign (0.080”- Framed), Roadside Sign – Two Post, Roadside Sign Panel On Existing Post, Midwest Guardrail System (Steel Post), Midwest Guardrail System (8’ Steel Post), Vegetation Control (Minor Concrete), Single Thrie Beam Barrier (Steel Post), Concrete Barrier (Anchor Block), Cable Railing, Transition Railing (Type AGT), End Anchor Assembly (Type SFT-M), Alternative In-Line Terminal TL-3, Buried Post End Anchor (Type B-F), Alternative Crash Cushion TL-3, (F) – Concrete Barrier Transition, (F) – Concrete Barrier (Type 842 Modified), Remove Guardrail, Remove Crash Cushion, Thermoplastic Pavement Marking (Enhanced Wet Night Visibility), Remove Thermoplastic Traffic Stripe, 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 18-12), 8” Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility)(Recessed), Thermoplastic Crosswalk And Pavement Marking (Enhanced Wet Night Visibility) (Recessed), and Mobilization.
Requirements: Requirements: Firms must possess & provide current contractor’s license number & DIR Registration number on the quote. No Contractor or Subcontractor shall be qualified to bid on, be listed in a bid proposal or engage in the performance of any contract for public work, unless currently registered to perform public work with the Dept of Industrial Relations https://efiling.dir.ca.gov/PWCR/Search.action Granite Construction Company (Granite) is signatory to Operating Engineers, Laborers, Teamsters, Cement Masons and Carpenters unions. 100% performance and payment bonds may be required for the full amount of subcontract price. Granite will pay for bond premium up to 1.5%. The US Small Business Administration may also assist you in obtaining bonding - please see the following site for information: http://www.sba.gov/content/contractors# California Access to Capital Program Financing Solutions for your small business! http://www.calbizfinance.org/cal_cert_biz_program.html Subcontractors must possess a current contractor’s license, insurance and worker’s compensation coverage meeting. All quotes are subject to the terms of Granite Construction Company’s applicable standard form agreement which is available through the following link: https://www.graniteconstruction.com/ca-resources/quote-solicitation . Please call if you need assistance in obtaining bonding, insurance, equipment, materials and/or supplies. Granite intends to work cooperatively with all qualified firms seeking work on this project. Portions of work can be made available upon request prior to bid date. Please call if any assistance is needed. An Equal Opportunity Employer
Date posted: 05/31/2024
Contractor: Mercer-Fraser Company Contact: Mark Benzinger
Address: PO Box 1006 Eureka, CA 95502
Phone: 707-443-6371 Fax: 707-443-0277 Email: ccoppini@mercerfraser.com
Services needed: LEAD COMPLIANCE PLAN, DEVELOP WATER SUPPLY, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, TYPE III BARRICADE, TEMP PAVEMENT MARKING, TEMP TRAFFIC STRIPE, CHANNELIZER, PORTABLE RADAR SPEED FEEDBACK SIGN SYSTEMS, PORTABLE SIGNAL SYSTEMS, PORTABLE CHANGEABLE MESSAGE SIGN, TEMP RAILING, TEMP CRASH CUSHION, AUTOMATED FLAGGER ASSISTANCE DEVICE DAY, WPCP, TEMP HYDRAULIC MULCH, TEMP COVER, TEMP CHECK DAM, TEMP DRAINAGE INLET PROTECTION, TEMP FIBER ROLL, TEMP GRAVEL BAG BERM, TEMP SILT FENCE, TEMP CONSTRUCTION ENTRANCE, STREET SWEEPING, TEMP CONCRETE WASHOUT, TREATED WOOD WASTE, CONTRACTOR-SUPPLIED BIOLOGIST, INVASIVE SPECIES CONTROL, REMOVE CONCRETE, CLEAR & GRUB, ROADWAY EXCAVATION, SHOULDER BACKING, STRUCTURE EXCAVATION, STRUCTURE BACKFILL, CONCRETE BACKFILL, LEAN CONCRETE BACKFILL, DITCH EXCAVATION, HYDRAULIC BIOTIC GROWTH MEDIUM, BONDED FIBER MATRIX, FIBER REINFORCED MATRIX, ROLLED EROSION CONTROL PRODUCT, FINISHING ROADWAY, CLASS 2 AGGREGATE BASE, ASPHALT-RUBBER BINDER, PRECOATED AGGREGATE, REPLACE ASPHALT CONCRETE SURFACING, HOT MIX ASPHALT, MINOR HOT MIX ASPHALT, RUBBERIZED HOT MIX ASPHALT, DATA CORE, PLACE HOT MIX ASPHALT DIKE, PLACE HOT MIX ASPHALT, TACK COAT, REMOVE ASPHALT CONCRETE PAVEMENT, REMOVE ASPHALT CONCRETE DIKE, COLD PLANE ASPHALT CONCRETE PAVEMENT, GROUND ANCHOR, STEEL SOLDIER PILE, 30" DRILLED HOLE, STRUCTURAL CONCRETE, MINOR CONCRETE, PRECAST CONCRETE LAGGING, BAR REINFORCING STEEL, TIMBER LAGGING, CLEAN & PAINT STEEL SOLDIER PILING, CONCRETE BACKFILL, POLYMERIC SHEET COATED CORRUGATED STEEL PIPE, CORRUGATED STEEL PIPE ARCH, ANCHOR ASSEMBLY, DRAINAGE INLET MARKER, BIOFILTRATION SOIL MEDIA, ABANDON CULVERT, REMOVE CULVERT, REMOVE INLET, REMOVE HEADWALL, ROCK SLOPE PROTECTION, MISC IRON & STEEL, PREPARE & STAIN CONCRETE, REMOVE PAVEMENT MARKER, PAVEMENT MARKER, REMOVE MARKER, MARKER, TREATMENT BEST MANAGEMENT PRACTICE MARKER, REMOVE ROADSIDE SIGNS, REMOVE ROADSIDE SIGNS, FURNISH SINGLE SHEET ALUMINUM SIGNS, ROADSIDE SIGNS, INSTALL ROADSIDE SIGN PANEL ON EXISTING POST, MIDWEST GUARDRAIL SYSTEM, VEGETATION CONTROL, SINGLE THRIE BEAM BARRIER, CABLE RAILING, TRANSITION RAILING, END ANCHOR ASSEMBLY, ALTERNATIVE IN-LINE TERMINAL, BURIED POST END ANCHOR, ALTERNATIVE CRASH CUSHION, CONCRETE BARRIER TRANSITION, CONCRETE BARRIER, REMOVE GUARDRAIL, REMOVE CRASH CUSHION, THERMOPLASTIC PAVEMENT MARKING, REMOVE THERMOPLASTIC TRAFFIC STRIPE, THERMOPLASTIC TRAFFIC STRIPE, THERMOPLASTIC CROSSWALK & PAVEMENT MARKING
Requirements: Mercer-Fraser Company is an Equal Opportunity Employer and is signatory with the Operating Engineers, Laborers, Carpenters and Teamsters Unions. Plans and specifications for this project are available to review upon request, or on the Caltrans Website. Mercer-Fraser Company will negotiate in Good Faith with all prospective subcontractors and suppliers for this project. Assistance may be provided to obtain bonding, lines of credit, insurance, necessary equipment, supplies and materials. Mercer-Fraser Company will break up items into economically feasible packages to encourage minority participation. Scope letters (including subcontractor conditions or exceptions) should be received 24 hours prior to bid time to allow for proper evaluation and review. 100% performance and payment bonds may be required for the full amount of subcontract price by an admitted surety and subject to approval by Mercer-Fraser Company. Mercer-Fraser Company will pay for bond premium up to 1.5%. Subcontractors must possess a current applicable Contractors license, DIR number, insurance and workers compensation coverage meeting Mercer-Fraser Company and Caltrans minimum requirements during the entire length on the contract, and will be required to sign the standard Mercer-Fraser Company Subcontract Agreement and provide a waiver of subrogation. A copy of the insurance requirements and subcontract agreement can be obtained by contacting our office.
Date posted: 06/10/2024