Listing for all primes seeking assistance with project 02-368414. 6 results found.
Contractor: Tullis, Inc. Contact: Chris Brimhall
Address: 16951 Clear Creek Road Redding, Ca. 96001
Phone: 530-241-5105 Fax: 530-241-5570 Email: cbrimhall@tullisinc.com
Services needed: Tullis, Inc. is accepting bid from qualified Disadvantaged Business Enterprises (DBE?s) the following work; Lead Compliance Plan, Construction Area Signs, Traffic Control System, Temporary Pavement Marking (Paint), Temporary Traffic Stripe (Tape, Paint), Temporary Pavement Marker, PCMS Board Rental, Portable Radar Trailer Rental, Prepare SWPPP, Rain Event Action Plan, Storm Water Sampling and Analysis Day, Storm Water Annual Report, Storm Water Inspections and Monitoring, Temporary BMP Materials (Tacked Straw, Check Dam, Drainage Inlet Protection, Fiber Roll, Gravel Bag Berm, Construction Entrance, Concrete Washout), Treated Wood Waste, Clearing and Grubbing, Dust Palliative, Shoulder Backing, Structure Excavation (Bridge), Structure Backfill (Bridge), Ditch Excavation, Porous Resin Bound Aggregate Surfacing, Hydromulch, Hydromulch (FRM), Compost Berm, Hydroseed (HGM), Incorporate Materials, Class 2 Aggregate Base Material, Hot Mix Asphalt (Type A) Material, Rubberized Hot Mix Asphalt-Open Graded (Open Graded Friction Course) Material, Place Hot Mix Asphalt Dike (Type A, C, E and F), Place Hot Mix Asphalt (Miscellaneous Area), Tack Coat Material, Cold Plane Asphalt Concrete Pavement, Structural Concrete (Bridge Footing, Bridge, Bridge (Polymer Fiber), Approach Slab (Type N), Headwall, Drainage Inlet), Minor Concrete (Minor Structure), Concrete Surface Texture (Heavy Granite), Furnish Precast Prestressed Concrete Bulb-Tee Girder (90'-100'), Erect Precast Prestressed Concrete Girder, Joint Seal (MR 1"), Bar Reinforcing Steel (Bridge, Epoxy Coated (Bridge), Galvanized), 24" Alternative Pipe Culvert, Concrete Backfill (Pipe Trench) Material, 18" Reinforced Concrete Pipe, 19"x30" Oval Shaped Reinforced Concrete Pipe (Class III), Infiltration Trench, Flume Downdrain, Tapered Inlet, Flume Anchor Assembly, 36" Corrugated Steel Inlet, 8" Welded Steel Pipe Casing (Bridge), 20" Welded Steel Pipe Casing (Bridge), Remove Flared End Section, 24" Alternative Flared End Section, 36" Precast Concrete Pipe Inlet, Abandon Culvert, Remove Overside Drain, Remove Culvert, Remove Inlet, Sand Backfill Material, Small-Rock Slope Protection, Rock Slope Protection (60 lb., Class II, Method B), Rock Slope Protection (20 lb., Class I, Method B), Rock Slope Protection Fabric (Class 8), Miscellaneous Iron and Steel, Prepare and Stain Concrete, Relocate Mailbox, Obliterate Surfacing, Fence (Type WM, Metal Post), Remove Fence, Remove Pavement Marker, Delineator (Class 1), Pavement Marker (Retroreflective), Milepost Marker, Marker (Culvert), Object Marker (Type L-1), Remove Roadside Sign, Relocate Roadside Sign, Furnish Single Sheet Aluminum Sign (0.063"-Unframed), Roadside Sign (One Post and Two Post), Furnish Single Sheet Aluminum Sign For Retroflective Sheeting (Type XI, 0.063"-Unframed and Framed), Retroreflective Sheeting (Type XI), Furnish Single Sheet Aluminum Sign For Retroreflective Sheeting (Type XI, 0.080"-Framed), Midwest Guardrail System (Steel Post and 7? Steel Post), Vegetation Control (Minor Concrete), Tubular Handrailing, Transition Railing (Type WB-31), End Anchor Assembly (Type-SFT), Alternative Flared Terminal System, Alternative Crash Cushion, Concrete Barrier (Type 60F and 60, 736 Modified), Remove Guardrail, Thermoplastic Pavement Marking, Thermoplastic Traffic Stripe (Sprayable), Remove Thermoplastic Traffic Stripe, Remove Thermoplastic Pavement Marking, 12" Rumble Strip (Asphalt Concrete Pavement), Lighting System, 2" and 3" Conduit (Bridge), Quality Control Testing, Trucking, Operated Water Trucks, Operated Street Sweeper, Operated Pilot Car Rental, 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 http://www.dot.ca.gov/hq/esc/oe/weekly_ads/index.php. 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 breakout 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: 07/26/2017
Contractor: Q&D Construction, Inc. Contact: Brett Amesbury
Address: 1050 S. 21st Street Sparks, NV 89431
Phone: 775-786-2677 Fax: 775-786-5136 Email: bamesbury@qdconstruction.com
Services needed: Q&D is Looking for Quotes from all qualified subcontractors or material suppliers. Additionally Q&D is looking for all qualified DBE, DVBE and SBE Contractors and Material suppliers for the following; Lead Compliance Plan, Construction Area Signs, Traffic Control System, Temporary Pavement Marking (Paint), Temporary Traffic Stripe (Tape, Paint), Temporary Pavement Marker, PCMS Board Rental, Portable Radar Trailer Rental, Prepare SWPPP, Rain Event Action Plan, Storm Water Sampling and Analysis Day, Storm Water Annual Report, Storm Water Inspections and Monitoring, Temporary BMP Materials (Tacked Straw, Check Dam, Drainage Inlet Protection, Fiber Roll, Gravel Bag Berm, Construction Entrance, Concrete Washout), Treated Wood Waste, Clearing and Grubbing, Dust Palliative, Shoulder Backing, Structure Excavation (Bridge), Structure Backfill (Bridge), Ditch Excavation, Porous Resin Bound Aggregate Surfacing, Hydromulch, Hydromulch (FRM), Compost Berm, Hydroseed (HGM), Incorporate Materials, Class 2 Aggregate Base Material, Hot Mix Asphalt (Type A) Material, Rubberized Hot Mix Asphalt-Open Graded (Open Graded Friction Course) Material, Place Hot Mix Asphalt Dike (Type A, C, E and F), Place Hot Mix Asphalt (Miscellaneous Area), Tack Coat Material, Cold Plane Asphalt Concrete Pavement, Structural Concrete (Bridge Footing, Bridge, Bridge (Polymer Fiber), Approach Slab (Type N), Headwall, Drainage Inlet), Minor Concrete (Minor Structure), Concrete Surface Texture (Heavy Granite), Furnish Precast Prestressed Concrete Bulb-Tee Girder (90'-100'), Erect Precast Prestressed Concrete Girder, Joint Seal (MR 1"), Bar Reinforcing Steel (Bridge, Epoxy Coated (Bridge), Galvanized), 24" Alternative Pipe Culvert, Concrete Backfill (Pipe Trench) Material, 18" Reinforced Concrete Pipe, 19"x30" Oval Shaped Reinforced Concrete Pipe (Class III), Infiltration Trench, Flume Downdrain, Tapered Inlet, Flume Anchor Assembly, 36" Corrugated Steel Inlet, 8" Welded Steel Pipe Casing (Bridge), 20" Welded Steel Pipe Casing (Bridge), Remove Flared End Section, 24" Alternative Flared End Section, 36" Precast Concrete Pipe Inlet, Abandon Culvert, Remove Overside Drain, Remove Culvert, Remove Inlet, Sand Backfill Material, Small-Rock Slope Protection, Rock Slope Protection (60 lb., Class II, Method B), Rock Slope Protection (20 lb., Class I, Method B), Rock Slope Protection Fabric (Class 8), Miscellaneous Iron and Steel, Prepare and Stain Concrete, Relocate Mailbox, Obliterate Surfacing, Fence (Type WM, Metal Post), Remove Fence, Remove Pavement Marker, Delineator (Class 1), Pavement Marker (Retroreflective), Milepost Marker, Marker (Culvert), Object Marker (Type L-1), Remove Roadside Sign, Relocate Roadside Sign, Furnish Single Sheet Aluminum Sign (0.063"-Unframed), Roadside Sign (One Post and Two Post), Furnish Single Sheet Aluminum Sign For Retroflective Sheeting (Type XI, 0.063"-Unframed and Framed), Retroreflective Sheeting (Type XI), Furnish Single Sheet Aluminum Sign For Retroreflective Sheeting (Type XI, 0.080"-Framed), Midwest Guardrail System (Steel Post and 7? Steel Post), Vegetation Control (Minor Concrete), Tubular Handrailing, Transition Railing (Type WB-31), End Anchor Assembly (Type-SFT), Alternative Flared Terminal System, Alternative Crash Cushion, Concrete Barrier (Type 60F and 60, 736 Modified), Remove Guardrail, Thermoplastic Pavement Marking, Thermoplastic Traffic Stripe (Sprayable), Remove Thermoplastic Traffic Stripe, Remove Thermoplastic Pavement Marking, 12" Rumble Strip (Asphalt Concrete Pavement), Lighting System, 2" and 3" Conduit (Bridge).
Requirements: Q&D is looking for all qualified Subcontractors that are signatory to the Operating Engineers, Carpenters, Masons, and Laborers Unions.Additionally, Subcontractors must possess a current contractor's license, insurance coverage and worker's compensation for the entire length of the contract.
Date posted: 07/27/2017
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: REQUEST FOR QUALIFIED DBE SUBCONTRACTORS & SUPPLIERS FOR: INVITATION TO BID TO: DBE / ALL QUALIFIED SUBCONTRACTORS & SUPPLIERS WE WOULD APPRECIATE YOUR SUB-BID AND/OR MATERIAL QUOTE FOR THE FOLLOWING PROJECT: State of California Department of Transportation - Caltrans Construct Overcrossing, Widen with HMA and AB, and Overlay with HMA FOR CONSTRUCTION ON STATE HIGHWAY IN SHASTA COUNTY NEAR PALO CEDRO FROM CLOUGH CREEK BRIDGE TO 0.6 MILE WEST OF DESCHUTES ROAD UNDERCROSSING Contract #: 02-368414 Engineers Estimate: $6,500,000.00 Bid Date: 9/13/2017 @ 2 PM Goal: 12 % DBE 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 DEVELOP WATER SUPPLY 4 CONSTRUCTION AREA SIGNS 5 TRAFFIC CONTROL SYSTEM 6 TYPE III BARRICADE 7 TEMPORARY PAVEMENT MARKING (PAINT) 8 TEMPORARY TRAFFIC STRIPE (TAPE) 9 TEMPORARY TRAFFIC STRIPE (PAINT) 10 CHANNELIZER (SURFACE MOUNTED) 11 TEMPORARY PAVEMENT MARKER 12 PORTABLE CHANGEABLE MESSAGE SIGN (LS) 13 PORTABLE RADAR TRAILER 14 TEMPORARY RAILING (TYPE K) 15 TEMPORARY CRASH CUSHION MODULE 16 JOB SITE MANAGEMENT 17 PREPARE STORM WATER POLLUTION PREVENTION PLAN 18 RAIN EVENT ACTION PLAN 19 STORM WATER SAMPLING AND ANALYSIS DAY 20 STORM WATER ANNUAL REPORT 21 MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL) 22 TEMPORARY TACKED STRAW 23 TEMPORARY CHECK DAM 24 TEMPORARY DRAINAGE INLET PROTECTION 25 TEMPORARY FIBER ROLL 26 TEMPORARY GRAVEL BAG BERM 27 TEMPORARY CONSTRUCTION ENTRANCE 28 STREET SWEEPING 29 TEMPORARY CONCRETE WASHOUT 30 TREATED WOOD WASTE 31 CLEARING AND GRUBBING (LS) 32 DUST PALLIATIVE 33 ROADWAY EXCAVATION 34 SHOULDER BACKING 35(F) STRUCTURE EXCAVATION (BRIDGE) 36(F) STRUCTURE BACKFILL (BRIDGE) 37 DITCH EXCAVATION 38 POROUS RESIN BOUND AGGREGATE SURFACING 39 HYDROMULCH 40 HYDROMULCH (FRM) 41 COMPOST BERM 42 HYDROSEED (HGM) 43 INCORPORATE MATERIALS 44 FINISHING ROADWAY 45 CLASS 2 AGGREGATE BASE (CY) 46 HOT MIX ASPHALT (TYPE A) 47 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED (OPEN GRADED FRICTION COURSE) 48 PLACE HOT MIX ASPHALT DIKE (TYPE A) 49 PLACE HOT MIX ASPHALT DIKE (TYPE C) 50 PLACE HOT MIX ASPHALT DIKE (TYPE E) 51 PLACE HOT MIX ASPHALT DIKE (TYPE F) 52 PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA) 53 TACK COAT 54 COLD PLANE ASPHALT CONCRETE PAVEMENT 55(F) STRUCTURAL CONCRETE, BRIDGE FOOTING 56(F) STRUCTURAL CONCRETE, BRIDGE 57(F) STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER) 58(F) STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N) 59(F) STRUCTURAL CONCRETE, HEADWALL 60(F) STRUCTURAL CONCRETE, DRAINAGE INLET 61(F) MINOR CONCRETE (MINOR STRUCTURE) 62(F) CONCRETE SURFACE TEXTURE (HEAVY GRANITE) 63 FURNISH PRECAST PRESTRESSED CONCRETE BULB-TEE GIRDER (90'-100') 64(F) ERECT PRECAST PRESTRESSED CONCRETE GIRDER 65 JOINT SEAL (MR 1") 66(F) BAR REINFORCING STEEL (BRIDGE) 67(F) BAR REINFORCING STEEL (EPOXY COATED) (BRIDGE) 68(F) BAR REINFORCING STEEL (GALVANIZED) 69 24" ALTERNATIVE PIPE CULVERT 70 CONCRETE BACKFILL (PIPE TRENCH) 71 18" REINFORCED CONCRETE PIPE 72 19"X30" OVAL SHAPED REINFORCED CONCRETE PIPE (CLASS III) 73 INFILTRATION TRENCH 74 FLUME DOWNDRAIN 75 TAPERED INLET 76 FLUME ANCHOR ASSEMBLY 77 36" CORRUGATED STEEL PIPE INLET (.109" THICK) 78 8" WELDED STEEL PIPE CASING (BRIDGE) 79 20" WELDED STEEL PIPE CASING (BRIDGE) 80 REMOVE FLARED END SECTION 81 24" ALTERNATIVE FLARED END SECTION 82 36" PRECAST CONCRETE PIPE INLET 83 ABANDON CULVERT (LF) 84 REMOVE OVERSIDE DRAIN 85 REMOVE CULVERT (LF) 86 REMOVE INLET 87 SAND BACKFILL 88 SMALL-ROCK SLOPE PROTECTION 89 ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B) (CY) 90 ROCK SLOPE PROTECTION (20 LB, CLASS I, METHOD B) (CY) 91 ROCK SLOPE PROTECTION FABRIC (CLASS 8) 92(F) MISCELLANEOUS IRON AND STEEL 93 PREPARE AND STAIN CONCRETE 94 RELOCATE MAILBOX 95 OBLITERATE SURFACING 96 FENCE (TYPE WM, METAL POST) 97 REMOVE FENCE 98 REMOVE PAVEMENT MARKER 99 DELINEATOR (CLASS 1) 100 PAVEMENT MARKER (RETROREFLECTIVE) 101 MILEPOST MARKER 102 MARKER (CULVERT) 103 OBJECT MARKER (TYPE L-1) 104 REMOVE ROADSIDE SIGN 105 RELOCATE ROADSIDE SIGN 106 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) 107 ROADSIDE SIGN - ONE POST 108 ROADSIDE SIGN - TWO POST 109 FURNISH SINGLE SHEET ALUMINUM SIGN FOR RETROREFLECTIVE SHEETING (TYPE XI) (0.063"-UNFRAMED) 110 FURNISH SINGLE SHEET ALUMINUM SIGN FOR RETROREFLECTIVE SHEETING (TYPE XI) (0.063"-FRAMED) 111 RETROREFLECTIVE SHEETING (TYPE XI) 112 FURNISH SINGLE SHEET ALUMINUM SIGN FOR RETRO REFLECTIVE SHEETING (TYPE XI) (0.080"-FRAMED) 113 MIDWEST GUARDRAIL SYSTEM (STEEL POST) 114 MIDWEST GUARDRAIL SYSTEM (7' STEEL POST) 115 VEGETATION CONTROL (MINOR CONCRETE) 116(F) TUBULAR HANDRAILING 117 TRANSITION RAILING (TYPE WB-31) 118 END ANCHOR ASSEMBLY (TYPE SFT) 119 ALTERNATIVE FLARED TERMINAL SYSTEM 120 ALTERNATIVE CRASH CUSHION 121 CONCRETE BARRIER (TYPE 60F) 122 CONCRETE BARRIER (TYPE 60) 123(F) CONCRETE BARRIER (TYPE 736 MODIFIED) 124 REMOVE GUARDRAIL 125 THERMOPLASTIC PAVEMENT MARKING 126 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) 127 REMOVE THERMOPLASTIC TRAFFIC STRIPE 128 REMOVE THERMOPLASTIC PAVEMENT MARKING 129 12" RUMBLE STRIP (ASPHALT CONCRETE PAVEMENT) 130 LIGHTING SYSTEM 131 2" CONDUIT (BRIDGE) 132 3" CONDUIT (BRIDGE) 133 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: 07/28/2017
Contractor: Stimpel-Wiebelhaus Associates, Inc Contact: Marshall Harmon
Address: 1168 Industrial St. Redding, CA, 96002
Phone: 530-356-4454 Fax: 530-223-3879 Email: marshall@stimpel.net
Services needed: Stimpel Wiebelhaus Associates is accepting subcontract and material quotes from all firms and DBE's for all bid items listed on the project including but not limited to: Lead Compliance Plan, Construction Area Signs, Traffic Control System, Temporary Pavement Marking (Paint), Temporary Traffic Stripe (Tape, Paint), Temporary Pavement Marker, PCMS Board Rental, Portable Radar Trailer Rental, Prepare SWPPP, Rain Event Action Plan, Storm Water Sampling and Analysis Day, Storm Water Annual Report, Storm Water Inspections and Monitoring, Temporary BMP Materials (Tacked Straw, Check Dam, Drainage Inlet Protection, Fiber Roll, Gravel Bag Berm, Construction Entrance, Concrete Washout), Treated Wood Waste, Clearing and Grubbing, Dust Palliative, Shoulder Backing, Structure Excavation (Bridge), Structure Backfill (Bridge), Ditch Excavation, Porous Resin Bound Aggregate Surfacing, Hydromulch, Hydromulch (FRM), Compost Berm, Hydroseed (HGM), Incorporate Materials, Class 2 Aggregate Base Material, Hot Mix Asphalt (Type A) Material, Rubberized Hot Mix Asphalt-Open Graded (Open Graded Friction Course) Material, Place Hot Mix Asphalt Dike (Type A, C, E and F), Place Hot Mix Asphalt (Miscellaneous Area), Tack Coat Material, Cold Plane Asphalt Concrete Pavement, Structural Concrete (Bridge Footing, Bridge, Bridge (Polymer Fiber), Approach Slab (Type N), Headwall, Drainage Inlet), Minor Concrete (Minor Structure), Concrete Surface Texture (Heavy Granite), Furnish Precast Prestressed Concrete Bulb-Tee Girder (90'-100'), Erect Precast Prestressed Concrete Girder, Joint Seal (MR 1"), Bar Reinforcing Steel (Bridge, Epoxy Coated (Bridge), Galvanized), 24" Alternative Pipe Culvert, Concrete Backfill (Pipe Trench) Material, 18" Reinforced Concrete Pipe, 19"x30" Oval Shaped Reinforced Concrete Pipe (Class III), Infiltration Trench, Flume Downdrain, Tapered Inlet, Flume Anchor Assembly, 36" Corrugated Steel Inlet, 8" Welded Steel Pipe Casing (Bridge), 20" Welded Steel Pipe Casing (Bridge), Remove Flared End Section, 24" Alternative Flared End Section, 36" Precast Concrete Pipe Inlet, Abandon Culvert, Remove Overside Drain, Remove Culvert, Remove Inlet, Sand Backfill Material, Small-Rock Slope Protection, Rock Slope Protection (60 lb., Class II, Method B), Rock Slope Protection (20 lb., Class I, Method B), Rock Slope Protection Fabric (Class 8), Miscellaneous Iron and Steel, Prepare and Stain Concrete, Relocate Mailbox, Obliterate Surfacing, Fence (Type WM, Metal Post), Remove Fence, Remove Pavement Marker, Delineator (Class 1), Pavement Marker (Retroreflective), Milepost Marker, Marker (Culvert), Object Marker (Type L-1), Remove Roadside Sign, Relocate Roadside Sign, Furnish Single Sheet Aluminum Sign (0.063"-Unframed), Roadside Sign (One Post and Two Post), Furnish Single Sheet Aluminum Sign For Retroflective Sheeting (Type XI, 0.063"-Unframed and Framed), Retroreflective Sheeting (Type XI), Furnish Single Sheet Aluminum Sign For Retroreflective Sheeting (Type XI, 0.080"-Framed), Midwest Guardrail System (Steel Post and 7? Steel Post), Vegetation Control (Minor Concrete), Tubular Handrailing, Transition Railing (Type WB-31), End Anchor Assembly (Type-SFT), Alternative Flared Terminal System, Alternative Crash Cushion, Concrete Barrier (Type 60F and 60, 736 Modified), Remove Guardrail, Thermoplastic Pavement Marking, Thermoplastic Traffic Stripe (Sprayable), Remove Thermoplastic Traffic Stripe, Remove Thermoplastic Pavement Marking, 12" Rumble Strip (Asphalt Concrete Pavement), Lighting System, 2" and 3" Conduit (Bridge).
Requirements: STIMPEL-WIEBELHAUS ASSOCIATES, INC. (SWA) WILL WORK WITH INTERESTED SUBCONTRACTORS TO IDENTIFY OPPORTUNITIES TO BREAK DOWN ITEMS INTO ECONOMICALLY FEASIBLE PACKAGES TO ENCOURAGE MINORITY 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 OR CAN BE DOWNLOADED FROM THE OWNERS WEBSITE. PLEASE CONTACT SWA FOR ANY FUTHER ASSISTANCE AND IF ANY HELP IS NEEDDED 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: 08/02/2017
Contractor: Golden State Bridge, Inc. Contact: David Riccitiello
Address: 3701 Mallard Drive Benicia, CA 94510
Phone: 925-372-8000 Fax: 925-372-8001 Email: dave@gsbridge.com
Services needed: Lead Compliance Plan, Develop Water Supply, Construction Area Signs, Traffic Control System, Type III Barricade, Temporary Pavement Marking, Temp. Traffic Stripe, Temp. Traffic Stripe, Channelizer, Temp. Pavement Marker, PCMS, Portable Radar Trailer, Temp. Railing (Type K), Temp. Crash Cushion Module, Prepare SWPPP, Rain Event Action Plan, Storm Water Sampling and Analysis Day, Storm Water Annual Report, Temp. Erosion Control, Temp. Construction Entrance, Street Sweeping, Temp. Concrete Washout, Treated Wood Waste, Clearing and Grubbing, Dust Palliative, Roadway Excavation, Shoulder Backing, Structure Excavation, Structure Backfill, Ditch Excavation, Porous Resin Bound Aggregate Surfacing, Hydromulch, Compost Berm, Hydroseed, Incorporate Materials, Finishing Roadway, Class 2 Aggregate Base, Hot Mix Asphalt (Type A), Rubberized Hot Mix Asphalt-Open Graded, Place Hot Mix Asphalt Dike (Type A, C, E and E), Place Hot Mix Asphalt (Misc. Area), Tack Coat, Cold Plan Asphalt Concrete Pavement, Structural Concrete, Minor Concrete, Concrete Surface Texture, Furnish and Erect Precast Prestressed Concrete Bulb-Tee Girder, Joint Seal, Rebar, Alternative Pipe Culvert, Concrete Backfill, Reinforced Concrete Pipe, Oval Shaped Reinforced Concrete Pipe, Infiltration Trench, Flume Downdrain, Tapered Inlet, Flume Anchor Assembly, Corrugated Steel Pipe Inlet, Welded Steel Pipe Casing, Remove Flared End Section, Alternative Flared End Section, Precast Concrete Pipe Inlet, Abandon Culvert, Remove Overside Drain, Remove Culvert, Remove Inlet, Sand Backfill, Small ? Rock Slope Protection, Rock Slope Protection, Misc. Iron and Steel, Prepare and Stain Concrete, Relocate Mailbox, Obliterate Surfacing, Fence, Remove Fence, Remove Pavement Marker, Delineator, Pavement Marker, Milepost Marker, Marker, Object Marker, Remove Roadside Sign, Relocate Roadside Sign, Furnish Single Sheet Aluminum Sign, Roadside Sign, Retroreflective Sheeting, Midwest Guardrail System, Vegetation Control (Minor Concrete), Tubular Handrailing, Transition Railing, End Anchor Assembly, Alternative Flared Terminal System, Alternative Crash Cushion, Concrete Barrier, Remove Guardrail, Thermoplastic, Pavement Marking, Thermoplastic Traffic Stripe, Remove Thermoplastic Traffic Stripe, Remove Thermoplastic Pavement Marking, Rumble Stripe, Lighting System, Conduit (Bridge).
Requirements: Please call to discuss how Golden State Bridge, Inc. can assist you in your bonding, credit, and/or insurance needs. Also, let us know if you need assistance in obtaining necessary equipment, supplies, or materials for this project. If you are interested in submitting a subcontractor bid for this project, please fax us your quote at 925-372-8001. Should you have any questions regarding this bid, you may contact David Riccitiello at 925-372-8000 or dave@gsbridge.com. Please be advised, Contractors and subcontractors must register with The D.I.R. (Department of Industrial Relations) in order to bid on public works projects. Registration with The D.I.R. costs $300 and covers the fiscal year (July 1 to June 30th). To verify the status of your DIR number, please visit http://www.dir.ca.gov/Public-Works/Contractors.html.
Date posted: 08/04/2017
Contractor: Steelhead Constructors, Inc Contact: Kelly Knight
Address: 2940 Innsbruck Drive Redding, CA 96003
Phone: 5302266400 Fax: 5302266401 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): Hot Mix Asphalt (Type A), Rubberized Hot Mix Asphalt-Open Graded (Open Graded Friction Course), Tack Coat, Furnish Precast Prestressed Concrete Bulb-Tee Girder (90?-100?), Bar Reinforcing Steel (Bridge), Bar Reinforcing Steel (Epoxy Coated) (Bridge), Bar Reinforcing Steel (Galvanized), Prepare and Stain Concrete, Midwest Guardrail System (Steel Post), Midwest Guardrail System (7? Steel Post), Vegetation Control (Minor Concrete), Tubular Handrailing, Transition Railing (Type WB-31), End Anchor Assembly (Type SFT), Alternative Flared Terminal System, Alternative Crash Cushion, and Concrete Barrier (Type 736 Modified). The quotations may be broken down into comparable units as reasonably necessary. Steelhead will work with suppliers and subcontractors to identify opportunities and break down items into economically feasible units.
Requirements: Steelhead Constructors, Inc. (Steelhead) will be bidding the referenced project as a prime contractor. Plans and specifications for this project may be viewed on the Caltrans Website, 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 a FAX letter prior to the bid 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 etc., which may be required by the Owner. Please contact our office and advise us if you are interested in bidding on this project. Sincerely, STEELHEAD CONSTRUCTORS, INC. The Estimating Department 530-226-6400 ask for Kelly Knight or FAX you quote to 530-226-6401.
Date posted: 08/14/2017