Listing for all primes seeking assistance with project 02-1C7504. 9 results 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: 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 Concrete Bridge, Retaining Walls, HMA, Drainage and Guardrail FOR CONSTRUCTION ON STATE HIGHWAY IN PLUMAS COUNTY NEAR BELDEN AT YELLOW CREEK BRIDGE 09-0008 Contract #: 02-1C7504 Engineers Estimate: $8,500,000.00 Bid Date: 5/31/2017 @ 2 PM Goal: 8 % 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 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 3 TIME-RELATED OVERHEAD (LS) 4 DEVELOP WATER SUPPLY 5 CONSTRUCTION AREA SIGNS 6 TRAFFIC CONTROL SYSTEM 7 TYPE III BARRICADE 8 TEMPORARY PAVEMENT MARKING (PAINT) 9 TEMPORARY TRAFFIC STRIPE (PAINT) 10 CHANNELIZER (SURFACE MOUNTED) 11 TEMPORARY SIGNAL SYSTEM 12 PORTABLE CHANGEABLE MESSAGE SIGN (LS) 13 TEMPORARY RAILING (TYPE K) 14 TEMPORARY CRASH CUSHION SYSTEM 15 JOB SITE MANAGEMENT 16 TEMPORARY CREEK DIVERSION 17 PREPARE STORM WATER POLLUTION PREVENTION PLAN 18 RAIN EVENT ACTION PLAN 19 STORM WATER SAMPLING AND ANALYSIS DAY 20 SURFACE WATER SAMPLING AND ANALYSIS 21 STORM WATER ANNUAL REPORT 22 SURFACE WATER QUALITY MONITORING REPORT 23 MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL) 24 TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX) 25 TEMPORARY SOIL BINDER 26 TEMPORARY CHECK DAM 27 TEMPORARY DRAINAGE INLET PROTECTION 28 TEMPORARY FIBER ROLL 29 TEMPORARY GRAVEL BAG BERM 30 TEMPORARY SILT FENCE 31 TEMPORARY CONSTRUCTION ENTRANCE 32 STREET SWEEPING 33 TEMPORARY CONCRETE WASHOUT 34 TREATED WOOD WASTE 35 CONTRACTOR-SUPPLIED BIOLOGIST (LS) 36 BIRD EXCLUSION 37 TEMPORARY HIGH-VISIBILITY FENCE 38 TEMPORARY PORTABLE TOILET AND HANDWASH STATION 39 CLEARING AND GRUBBING (LS) 40 ROADWAY EXCAVATION 41 SHOULDER BACKING 42(F) STRUCTURE EXCAVATION (BRIDGE) 43(F) STRUCTURE EXCAVATION (RETAINING WALL) 44 STRUCTURE EXCAVATION (TYPE Z-2) (AERIALLY DEPOSITED LEAD) 45(F) STRUCTURE BACKFILL (BRIDGE) 46(F) STRUCTURE BACKFILL (RETAINING WALL) 47(F) PERVIOUS BACKFILL MATERIAL 48(F) PERVIOUS BACKFILL MATERIAL (RETAINING WALL) 49 HYDROSEED 50 CLASS 2 AGGREGATE BASE (CY) 51 HOT MIX ASPHALT (TYPE A, WARM MIX TECHNOLOGY) 52 PLACE HOT MIX ASPHALT DIKE (TYPE F) 53 PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA) 54 TACK COAT 55 COLD PLANE ASPHALT CONCRETE PAVEMENT 56 36" PERMANENT STEEL CASING 57 24" CAST-IN-DRILLED-HOLE CONCRETE PILING 58 36" CAST-IN-DRILLED-HOLE CONCRETE PILING 59 24" CAST-IN-DRILLED-HOLE CONCRETE PILING (ROCK SOCKET) 60 PRESTRESSING CAST-IN-PLACE CONCRETE 61(F) STRUCTURAL CONCRETE, BRIDGE FOOTING 62(F) STRUCTURAL CONCRETE, BRIDGE 63(F) STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER) 64(F) STRUCTURAL CONCRETE, RETAINING WALL 65(F) STRUCTURAL CONCRETE, HEADWALL 66(F) STRUCTURAL CONCRETE, DRAINAGE INLET 67(F) CONCRETE SURFACE TEXTURE 68 JOINT SEAL ASSEMBLY (MR 3") 69(F) BAR REINFORCING STEEL (BRIDGE) 70(F) BAR REINFORCING STEEL (RETAINING WALL) 71(F) BAR REINFORCING STEEL (EPOXY COATED) (BRIDGE) 72 PUBLIC SAFETY PLAN 73 PREPARE CONCRETE BRIDGE DECK SURFACE 74 FURNISH POLYESTER CONCRETE OVERLAY 75(F) PLACE POLYESTER CONCRETE OVERLAY 76 BRIDGE REMOVAL 77 18" CORRUGATED STEEL PIPE (.109" THICK) 78 36" CORRUGATED STEEL PIPE (.138" THICK) 79 18" STEEL FLARED END SECTION 80 36" PRECAST CONCRETE PIPE INLET 81 ABANDON CULVERT (LF) 82 REMOVE CULVERT (LF) 83 SAND BACKFILL 84 ROCK SLOPE PROTECTION (1T, CLASS VIII, METHOD A) 85 ROCK SLOPE PROTECTION (1/2 T, CLASS VII, METHOD A) (CY) 86 ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B) (CY) 87(F) MISCELLANEOUS IRON AND STEEL 88(F) MISCELLANEOUS METAL (BRIDGE) 89 UTILITY RELOCATION (PG&E) 90 UTILITY RELOCATION (AT&T) 91 PREPARE AND STAIN CONCRETE 92 CHAIN LINK FENCE (TYPE CL-4) 93 12' CHAIN LINK GATE (TYPE CL-4) 94 REMOVE CHAIN LINK FENCE 95 DELINEATOR (CLASS 2) 96 PAVEMENT MARKER (RETROREFLECTIVE-RECESSED) 97 MILEPOST MARKER 98 MARKER (CULVERT) 99 OBJECT MARKER (TYPE P) 100 OBJECT MARKER (TYPE L-1) 101 REMOVE MARKER 102 REMOVE ROADSIDE SIGN 103 RESET ROADSIDE SIGN 104 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) 105 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 106 FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 107 RETROREFLECTIVE SHEETING (TYPE XI) 108 ROADSIDE SIGN - ONE POST 109 ROADSIDE SIGN - TWO POST 110 MIDWEST GUARDRAIL SYSTEM 111 MIDWEST GUARDRAIL SYSTEM (7' POST) 112(F) TUBULAR BICYCLE RAILING 113 SINGLE THRIE BEAM BARRIER 114 CABLE RAILING 115 TRANSITION RAILING (TYPE WB-31) 116 END CAP (TYPE TC) 117 END ANCHOR ASSEMBLY (TYPE SFT) 118 INTERMEDIATE ANCHOR 119 ALTERNATIVE IN-LINE TERMINAL SYSTEM 120 ALTERNATIVE FLARED TERMINAL SYSTEM 121 ALTERNATIVE CRASH CUSHION SYSTEM 122(F) CONCRETE BARRIER (TYPE 80A MODIFIED) 123(F) CONCRETE BARRIER (TYPE 80 MODIFIED) 124 REMOVE GUARDRAIL 125 THERMOPLASTIC TRAFFIC STRIPE 126 THERMOPLASTIC PAVEMENT MARKING 127 REMOVE THERMOPLASTIC TRAFFIC STRIPE 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: 04/10/2017
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, Temp. Pavement Marking (Paint), Temp. Traffic Stripe (Paint), Channelizer (Surface Mounted), Temp. Signal System, Portable Changeable Message Sign, Temp. Railing (Type K), Temp. Crash Cushion System, Temp. Creek Diversion, Prepare Storm Water Pollution Prevention Plan, Rain Event Action Plan, Storm Water Sampling and Analysis Day, Surface Water Sampling and Analysis, Storm Water Annual Report, Surface Water Quality Monitoring Report, Move-In/Move-Out (Temp. Erosion Control), Temp. Hydraulic Mulch (Bonded Fiber Matrix), Temp. Soil Binder, 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, Biologist, Bird Exclusion, Temp. High-Visibility Fence, Temp. Portable Toilet and Handwash Station, Clearing and Grubbing, Roadway Excavation, Shoulder Backing, Structure Excavation (Bridge), Structure Excavation (Retaining Wall), Structure Excavation (Type Z-2) (Aerially Deposited Lead), Structure Backfill (Bridge), Structure Backfill (Retaining Wall), Pervious Backfill Material, Pervious Backfill Material (Retaining Wall), Hydroseed, Class 2 Aggregate Base, Hot Mix Asphalt (Type A, Warm Mix Technology), Place Hot Mix Asphalt Dike (Type F), Place Hot Mix Asphalt (Misc. Area), Tack Coat, Cold Plane Asphalt Concrete Pavement, 36" Permanent Steel Casing, 24" Cast-In-Drilled-Hole Concrete Piling, 36" Cast-In-Drilled-Hole Concrete Piling, 24" Cast-In-Drilled-Hole Concrete Piling (Rock Socket), Prestressing Cast-In-Place Concrete, Structural Concrete; Bridge Footing, Structural Concrete; Bridge, Structural Concrete; Bridge (Polymer Fiber), Structural Concrete; Retaining Wall, Structural Concrete; Headwall, Structural Concrete; Drainage Inlet, Concrete Surface Texture, Joint Seal Assembly (MR 3"), Bar Reinforcing Steel (Bridge), Bar Reinforcing Steel (Retaining Wall), Bar Reinforcing Steel (Epoxy Coated) (Bridge), Public Safety Plan, Prepare Concrete Bridge Deck Surface, Furnish Polyester Concrete Overlay, Place Polyester Concrete Overlay, Bridge Removal, 18" Corrugated Steel Pipe (.109" Thick), 36" Corrugated Steel Pipe (.138" Thick), 18" Steel Flared End Section, 36" Precast Concrete Pipe Inlet, Abondon Culvert, Remove Culvert, Sand Backfill, Rock Slope Protection (1T, Class VIII, Method A), Rock Slope Protection (1/2 T, Class VII, Method A) (CY), Rock Slope Protection (60 LB, Class II, Method B) (CY), Misc. Iron and Steel, Misc. Metal (Bridge), Utility Relocation (PG&E), Utility Relocation (AT&T), Prepare and Stain Concrete, Chain Link Fence (Type CL-4), 12" Chain Link Gate (Type CL-4), Remove Chain Link Fence, Delineator (Class 2), Pavement Marker (Retroreflective-Recessed), Milepost Marker, Marker (Culvert), Object Marker (Type P), Object Marker (Type L-1), Remove Marker, Remove Roadside Sign, Reset Roadside Sign, Furnish Single Sheet Aluminum Sign (0.063"-Unframed), Furnish Single Sheet Aluminum Sign (0.063"-Unframed) For Retroreflective Sheeting (Type XI), Furnish Single Sheet Aluminum Sign (0.080"-Famed)For Retroreflective Sheeting (Type XI), Retroreflective Sheeting (Type XI), Roadside Sign ? One Post, Roadside Sign ? Two Post, Midwest Guardrail System, Midwest Guardrail System (7' Post), Tubular Bicycle Railing, Single Thrie Beam Barrier, Cable Railing, Transition Railing (Type WB-31), End Cap (Type TC), End Anchor Assembly (Type SFT), Intermediate Anchor, Alternative In-Line Terminal System, Alternative Flared Terminal System, Alternative Crash Cushion System, Concrete Barrier (Type 80A Modified), Concrete Barrier (Type 80 Modified), Remove Guardrail, Thermoplastic Traffic Stripe, Thermoplastic Pavement Marking, Remove Thermoplastic Traffic Stripe.
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: 04/10/2017
Contractor: Q&D Construction, Inc. Contact: Kevin Hamilton
Address: 1050 S. 21st Street Sparks, NV 89431
Phone: 775-786-2677 Fax: 775-786-5136 Email: khamilton@qdconstruction.com
Services needed: Lead Compliance Plan, Develop Water Supply, Construction Area Signs, Traffic Control System, Type III Barricade, Temp. Pavement Marking (Paint), Temp. Traffic Stripe (Paint), Channelizer (Surface Mounted), Temp. Signal System, Portable Changeable Message Sign, Temp. Railing (Type K), Temp. Crash Cushion System, Temp. Creek Diversion, Prepare Storm Water Pollution Prevention Plan, Rain Event Action Plan, Storm Water Sampling and Analysis Day, Surface Water Sampling and Analysis, Storm Water Annual Report, Surface Water Quality Monitoring Report, Move-In/Move-Out (Temp. Erosion Control), Temp. Hydraulic Mulch (Bonded Fiber Matrix), Temp. Soil Binder, 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, Biologist, Bird Exclusion, Temp. High-Visibility Fence, Temp. Portable Toilet and Handwash Station, Clearing and Grubbing, Roadway Excavation, Shoulder Backing, Structure Excavation (Bridge), Structure Excavation (Retaining Wall), Structure Excavation (Type Z-2) (Aerially Deposited Lead), Structure Backfill (Bridge), Structure Backfill (Retaining Wall), Pervious Backfill Material, Pervious Backfill Material (Retaining Wall), Hydroseed, Class 2 Aggregate Base, Hot Mix Asphalt (Type A, Warm Mix Technology), Place Hot Mix Asphalt Dike (Type F), Place Hot Mix Asphalt (Misc. Area), Tack Coat, Cold Plane Asphalt Concrete Pavement, 36" Permanent Steel Casing, 24" Cast-In-Drilled-Hole Concrete Piling, 36" Cast-In-Drilled-Hole Concrete Piling, 24" Cast-In-Drilled-Hole Concrete Piling (Rock Socket), Prestressing Cast-In-Place Concrete, Structural Concrete; Bridge Footing, Structural Concrete; Bridge, Structural Concrete; Bridge (Polymer Fiber), Structural Concrete; Retaining Wall, Structural Concrete; Headwall, Structural Concrete; Drainage Inlet, Concrete Surface Texture, Joint Seal Assembly (MR 3"), Bar Reinforcing Steel (Bridge), Bar Reinforcing Steel (Retaining Wall), Bar Reinforcing Steel (Epoxy Coated) (Bridge), Public Safety Plan, Prepare Concrete Bridge Deck Surface, Furnish Polyester Concrete Overlay, Place Polyester Concrete Overlay, Bridge Removal, 18" Corrugated Steel Pipe (.109" Thick), 36" Corrugated Steel Pipe (.138" Thick), 18" Steel Flared End Section, 36" Precast Concrete Pipe Inlet, Abondon Culvert, Remove Culvert, Sand Backfill, Rock Slope Protection (1T, Class VIII, Method A), Rock Slope Protection (1/2 T, Class VII, Method A) (CY), Rock Slope Protection (60 LB, Class II, Method B) (CY), Misc. Iron and Steel, Misc. Metal (Bridge), Utility Relocation (PG&E), Utility Relocation (AT&T), Prepare and Stain Concrete, Chain Link Fence (Type CL-4), 12" Chain Link Gate (Type CL-4), Remove Chain Link Fence, Delineator (Class 2), Pavement Marker (Retroreflective-Recessed), Milepost Marker, Marker (Culvert), Object Marker (Type P), Object Marker (Type L-1), Remove Marker, Remove Roadside Sign, Reset Roadside Sign, Furnish Single Sheet Aluminum Sign (0.063"-Unframed), Furnish Single Sheet Aluminum Sign (0.063"-Unframed) For Retroreflective Sheeting (Type XI), Furnish Single Sheet Aluminum Sign (0.080"-Famed)For Retroreflective Sheeting (Type XI), Retroreflective Sheeting (Type XI), Roadside Sign ? One Post, Roadside Sign ? Two Post, Midwest Guardrail System, Midwest Guardrail System (7' Post), Tubular Bicycle Railing, Single Thrie Beam Barrier, Cable Railing, Transition Railing (Type WB-31), End Cap (Type TC), End Anchor Assembly (Type SFT), Intermediate Anchor, Alternative In-Line Terminal System, Alternative Flared Terminal System, Alternative Crash Cushion System, Concrete Barrier (Type 80A Modified), Concrete Barrier (Type 80 Modified), Remove Guardrail, Thermoplastic Traffic Stripe, Thermoplastic Pavement Marking, Remove Thermoplastic Traffic Stripe.
Requirements: Q&D is Signatory to the Operators, Laborers, Cement Masons, & Carpenters. Q&D is looking for any and all qualified subcontractors. Please contact us for any assistance.
Date posted: 04/19/2017
Contractor: Greenbelt Carriers Contact: Nicholas Lopez
Address: 8761 Pedrick Rd Vacaville, Ca, 95620
Phone: 707-678-3769 Fax: 707-678-8920 Email: Office@greenbeltcarriers.com
Services needed:
Requirements:
Date posted: 04/20/2017
Contractor: Viking Construction Contact: Randy Jenco
Address: 11315 Sunrise Gold Circle Ste. A Rancho Cordova, CA 95742
Phone: 916-852-5530 Fax: 916-852-5533 Email: egomez@vikingbridges.com
Services needed: Prepare Lead Compliance Plan, Construction Area Signs, Traffic Control (Flagging), Furnish Barricades and Crash Cushions, Temporary Signal System, Furnish Message Signs, Furnish Temporary Railing (Type K), Prepare Storm Water Pollution Control Plan, Water Pollution Control and Reports, Temporary Erosion Control, Street Sweeping, Biologist, Bird Exclusion, Miscellaneous Demolition, Bridge Removal, Clearing, Excavation and Backfill, Grading and Paving, AC Dike, Trucking, Hydroseed, Cold Plane Pavement, Cast-In-Drilled-Hole Concrete Piling, Prestressing Concrete, Furnish Readymix Concrete, Furnish Form Liner, Joint Seal, Bar Reinforcing Steel, Prepare Public Safety Plan, Polyester Concrete Overlay, Drainage, Rock Slope Protection, Furnish Miscellaneous Steel and Metal, Utlity Work, Stain Concrete, Chain Link Fence, Delineators and Markers, Roadside Signs, Metal Beam Guard Railing, Tubular Railing, Cable Railing, Concrete Barrier, Striping
Requirements: Plans and specifications may be reviewed at our office located at 11315 Sunrise Gold Circle, Suite A, Rancho Cordova, at your local Builder?s Exchange, or may be obtained from the Owner. Contact the below if you need further direction in this regard. Each subcontractor may be required to submit faithful performance and payment bonds. Contact the below if you need more information or help in obtaining bonds, lines of credit, insurance, necessary equipment, supplies and materials or technical assistance. If you are interested in quoting, please contact me at (916) 852-5530. Quotes are due in our office by 12:00 (noon) on bid day.
Date posted: 05/08/2017
Contractor: Myers and Sons Construction LP Contact: Mike Lewis
Address: 4600 Northgate Blvd Sacramento, CA 95834
Phone: 916-283-9950 Fax: 916-614-9520 Email: mlewis@myers-sons.com
Services needed: LEAD COMPLIANCE PLAN PROGRESS SCHEDULE (CRITICAL PATH METHOD) TIME-RELATED OVERHEAD (LS) DEVELOP WATER SUPPLY CONSTRUCTION AREA SIGNS TRAFFIC CONTROL SYSTEM TYPE III BARRICADE TEMPORARY PAVEMENT MARKING (PAINT) TEMPORARY TRAFFIC STRIPE (PAINT) CHANNELIZER (SURFACE MOUNTED) TEMPORARY SIGNAL SYSTEM PORTABLE CHANGEABLE MESSAGE SIGN (LS) TEMPORARY RAILING (TYPE K) TEMPORARY CRASH CUSHION SYSTEM JOB SITE MANAGEMENT TEMPORARY CREEK DIVERSION PREPARE STORM WATER POLLUTION PREVENTION PLAN RAIN EVENT ACTION PLAN STORM WATER SAMPLING AND ANALYSIS DAY SURFACE WATER SAMPLING AND ANALYSIS STORM WATER ANNUAL REPORT SURFACE WATER QUALITY MONITORING REPORT MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL) TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX) TEMPORARY SOIL BINDER 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) BIRD EXCLUSION TEMPORARY HIGH-VISIBILITY FENCE TEMPORARY PORTABLE TOILET AND HANDWASH STATION CLEARING AND GRUBBING (LS) ROADWAY EXCAVATION SHOULDER BACKING STRUCTURE EXCAVATION (BRIDGE) STRUCTURE EXCAVATION (RETAINING WALL) STRUCTURE EXCAVATION (TYPE Z-2) (AERIALLY DEPOSITED LEAD) STRUCTURE BACKFILL (BRIDGE) STRUCTURE BACKFILL (RETAINING WALL) PERVIOUS BACKFILL MATERIAL PERVIOUS BACKFILL MATERIAL (RETAINING WALL) HYDROSEED CLASS 2 AGGREGATE BASE (CY) HOT MIX ASPHALT (TYPE A, WARM MIX TECHNOLOGY) PLACE HOT MIX ASPHALT DIKE (TYPE F) PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA) TACK COAT COLD PLANE ASPHALT CONCRETE PAVEMENT 36" PERMANENT STEEL CASING 24" CAST-IN-DRILLED-HOLE CONCRETE PILING 36" CAST-IN-DRILLED-HOLE CONCRETE PILING 24" CAST-IN-DRILLED-HOLE CONCRETE PILING (ROCK SOCKET) PRESTRESSING CAST-IN-PLACE CONCRETE STRUCTURAL CONCRETE, BRIDGE FOOTING STRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER) STRUCTURAL CONCRETE, RETAINING WALL STRUCTURAL CONCRETE, HEADWALL STRUCTURAL CONCRETE, DRAINAGE INLET CONCRETE SURFACE TEXTURE JOINT SEAL ASSEMBLY (MR 3") BAR REINFORCING STEEL (BRIDGE) BAR REINFORCING STEEL (RETAINING WALL) BAR REINFORCING STEEL (EPOXY COATED) (BRIDGE) PUBLIC SAFETY PLAN PREPARE CONCRETE BRIDGE DECK SURFACE FURNISH POLYESTER CONCRETE OVERLAY PLACE POLYESTER CONCRETE OVERLAY BRIDGE REMOVAL 18" CORRUGATED STEEL PIPE (.109" THICK) 36" CORRUGATED STEEL PIPE (.138" THICK) 18" STEEL FLARED END SECTION 36" PRECAST CONCRETE PIPE INLET ABANDON CULVERT (LF) REMOVE CULVERT (LF) SAND BACKFILL ROCK SLOPE PROTECTION (1T, CLASS VIII, METHOD A) ROCK SLOPE PROTECTION (1/2 T, CLASS VII, METHOD A) (CY) ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B) (CY) MISCELLANEOUS IRON AND STEEL MISCELLANEOUS METAL (BRIDGE) UTILITY RELOCATION (PG&E) UTILITY RELOCATION (AT&T) PREPARE AND STAIN CONCRETE CHAIN LINK FENCE (TYPE CL-4) 12' CHAIN LINK GATE (TYPE CL-4) REMOVE CHAIN LINK FENCE DELINEATOR (CLASS 2) PAVEMENT MARKER (RETROREFLECTIVE-RECESSED) MILEPOST MARKER MARKER (CULVERT) OBJECT MARKER (TYPE P) OBJECT MARKER (TYPE L-1) REMOVE MARKER REMOVE ROADSIDE SIGN RESET ROADSIDE SIGN FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-FRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) RETROREFLECTIVE SHEETING (TYPE XI) ROADSIDE SIGN - ONE POST ROADSIDE SIGN - TWO POST MIDWEST GUARDRAIL SYSTEM MIDWEST GUARDRAIL SYSTEM (7' POST) TUBULAR BICYCLE RAILING SINGLE THRIE BEAM BARRIER CABLE RAILING TRANSITION RAILING (TYPE WB-31) END CAP (TYPE TC) END ANCHOR ASSEMBLY (TYPE SFT) INTERMEDIATE ANCHOR ALTERNATIVE IN-LINE TERMINAL SYSTEM ALTERNATIVE FLARED TERMINAL SYSTEM ALTERNATIVE CRASH CUSHION SYSTE CONCRETE BARRIER (TYPE 80A MODIFIED) CONCRETE BARRIER (TYPE 80 MODIFIED) REMOVE GUARDRAIL THERMOPLASTIC TRAFFIC STRIPE THERMOPLASTIC PAVEMENT MARKINGREMOVE THERMOPLASTIC TRAFFIC STRIPE MOBILIZATION
Requirements: Requirements: 100% performance and payment bonds may be required for the full amount of the subcontract price. Subcontractors must possess a valid contractor's license, DIR registration number, current insurance meeting Myers and Sons Construction's requirements. Subcontractors will be required to sign the standard Myers and Sons Construction, LP Subcontract Agreement. Quotations must be valid for one hundred and twenty (120) days after the specified Contract Award Date by the Owner. Plans and Specifications are available for viewing at our Sacramento office. Please call if you need assistance in obtaining bonding, insurance, equipment, materials and/or supplies or visit our website at www.myers-sons.com for more information. Myers and Sons Construction, LP will work cooperatively with all qualified firms seeking work on this project. Myers and Sons Construction is signatory to the Laborers, Carpenters, Cement Masons and Operating Engineers. Myers and Sons Construction, LP is an equal opportunity employer.
Date posted: 05/10/2017
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 subcontractor. We are soliciting quotes for (including but not limited to): Temporary Signal System, Hot Mix Asphalt (Type A, Warm Mix Technology), 36? Permanent Steel Casing, 24? Cast-In-Drilled-Hole Concrete Piling, 36? Cast-In-Dilled-Hole Concrete Piling, 24? Cast-In-Drilled-Hole Concrete Piling (Rock Socket), Prestressing Cast-In-Place Concrete, Rebar (Bridge) (Retaining Wall) (Epoxy Coated) (Bridge), Prepare Concrete Bridge Deck Surface, Furnish Polyester Concrete Deck Surface, Furnish Polyester Concrete Overlay, Place Polyester Concrete Overlay, Bridge Removal, Prepare and Stain Concrete, Tubular Bicycle Railing, Concrete Barrier Type 80 Modified and Type 80 A 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.
Date posted: 05/10/2017
Contractor: MCM Construction, Inc. Contact: Kimberly Ford
Address: 6413 32nd Street, P.O. Box 620, North Highlands CA 95660
Phone: 916-334-1221 Fax: 916-334-0562 Email: kford@mcmconstructioninc.com
Services needed: Lead Compliance Plan, Construction Area Signs, Traffic Control System, Temporary Traffic Control, SWPPP, Temporary Erosion Control, Street Sweeping, Treated Wood Waste, Biologist, Fencing, Clearing & Grubbing, Roadway Excavation, Structure Excavation, Structure Backfill, Hydroseed, Class 2 Aggregate Base, HMA, HMA Dike, Tack Coat, Cold Plane Asphalt Concrete Piling, Prestressing, CIDH Concrete Piling, Structural Concrete, Joint Seal, Rebar, Furnish & Place Polyester Concrete Overlay, Bridge Removal, Corrugated Steel Pipe, Precast Concrete Pile Inlet, Rock Slope Protection, Misc Iron & Steel, Misc Metal, Prepare & Stain Concrete, Chain Link Fence, Delineator, Pavement Marker, Object Marker, Roadside Sign, Guardrail, Railing & Barrier, Thermoplastic Traffic Stripe, Removals, Etc.
Requirements: MCM will assist in obtaining bonds, lines of credit, insurance, necessary equipment, supplies, materials, as well as any related assistance in services. Plans and specifications are available in our office by appointment and can be downloaded at the following website: http://www.dot.ca.gov/des/oe/weekly-ads/specs-ntb.php?c=02-1C7504 Quotations will be broken down into comparable packages as reasonably necessary. Every Subcontractor is required to be registered with the State DIR to perform public work. Subcontractors must be prepared to furnish payment and performance bonds issued by a California admitted surety that is acceptable to MCM. MCM will reimburse the Subcontractor for the premium costs of the bonds at standard premium rates not to exceed 1.5%. Subcontractor must possess current general commercial liability insurance and workers compensation insurance per Owner?s requirements. MCM?s listing of a subcontractor in its bid to the public agency is not to be construed as an acceptance of all of the Subcontractor?s conditions or exceptions included with Subcontractor?s price quotes. MCM is signatory to the following unions: Operating Engineers, Carpenters, Laborers, and Cement Masons. Please contact MCM at (916) 334-1221 for assistance in responding to this solicitation. MCM Construction, Inc.
Date posted: 05/17/2017
Contractor: Stewart Engineering Inc. Contact: Keith Stewart
Address: 5323 Eastside Road Redding, Ca 96001
Phone: 5302448464 Fax: 5302448462 Email: kstewart@sebinc.net
Services needed: Stewart Engineering Inc. 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, Develop Water Supply, Construction Area Signs, Traffic Control System, Type III Barricade, Temp. Pavement Marking (Paint), Temp. Traffic Stripe (Paint), Channelizer (Surface Mounted), Temp. Signal System, Portable Changeable Message Sign, Temp. Railing (Type K), Temp. Crash Cushion System, Temp. Creek Diversion, Prepare Storm Water Pollution Prevention Plan, Rain Event Action Plan, Storm Water Sampling and Analysis Day, Surface Water Sampling and Analysis, Storm Water Annual Report, Surface Water Quality Monitoring Report, Move-In/Move-Out (Temp. Erosion Control), Temp. Hydraulic Mulch (Bonded Fiber Matrix), Temp. Soil Binder, 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, Biologist, Bird Exclusion, Temp. High-Visibility Fence, Temp. Portable Toilet and Handwash Station, Clearing and Grubbing, Roadway Excavation, Shoulder Backing, Structure Excavation (Bridge), Structure Excavation (Retaining Wall), Structure Excavation (Type Z-2) (Aerially Deposited Lead), Structure Backfill (Bridge), Structure Backfill (Retaining Wall), Pervious Backfill Material, Pervious Backfill Material (Retaining Wall), Hydroseed, Class 2 Aggregate Base, Hot Mix Asphalt (Type A, Warm Mix Technology), Place Hot Mix Asphalt Dike (Type F), Place Hot Mix Asphalt (Misc. Area), Tack Coat, Cold Plane Asphalt Concrete Pavement, 36" Permanent Steel Casing, 24" Cast-In-Drilled-Hole Concrete Piling, 36" Cast-In-Drilled-Hole Concrete Piling, 24" Cast-In-Drilled-Hole Concrete Piling (Rock Socket), Prestressing Cast-In-Place Concrete, Structural Concrete; Bridge Footing, Structural Concrete; Bridge, Structural Concrete; Bridge (Polymer Fiber), Structural Concrete; Retaining Wall, Structural Concrete; Headwall, Structural Concrete; Drainage Inlet, Concrete Surface Texture, Joint Seal Assembly (MR 3"), Bar Reinforcing Steel (Bridge), Bar Reinforcing Steel (Retaining Wall), Bar Reinforcing Steel (Epoxy Coated) (Bridge), Public Safety Plan, Prepare Concrete Bridge Deck Surface, Furnish Polyester Concrete Overlay, Place Polyester Concrete Overlay, Bridge Removal, 18" Corrugated Steel Pipe (.109" Thick), 36" Corrugated Steel Pipe (.138" Thick), 18" Steel Flared End Section, 36" Precast Concrete Pipe Inlet, Abondon Culvert, Remove Culvert, Sand Backfill, Rock Slope Protection (1T, Class VIII, Method A), Rock Slope Protection (1/2 T, Class VII, Method A) (CY), Rock Slope Protection (60 LB, Class II, Method B) (CY), Misc. Iron and Steel, Misc. Metal (Bridge), Utility Relocation (PG&E), Utility Relocation (AT&T), Prepare and Stain Concrete, Chain Link Fence (Type CL-4), 12" Chain Link Gate (Type CL-4), Remove Chain Link Fence, Delineator (Class 2), Pavement Marker (Retroreflective-Recessed), Milepost Marker, Marker (Culvert), Object Marker (Type P), Object Marker (Type L-1), Remove Marker, Remove Roadside Sign, Reset Roadside Sign, Furnish Single Sheet Aluminum Sign (0.063"-Unframed), Furnish Single Sheet Aluminum Sign (0.063"-Unframed) For Retroreflective Sheeting (Type XI), Furnish Single Sheet Aluminum Sign (0.080"-Famed)For Retroreflective Sheeting (Type XI), Retroreflective Sheeting (Type XI), Roadside Sign ? One Post, Roadside Sign ? Two Post, Midwest Guardrail System, Midwest Guardrail System (7' Post), Tubular Bicycle Railing, Single Thrie Beam Barrier, Cable Railing, Transition Railing (Type WB-31), End Cap (Type TC), End Anchor Assembly (Type SFT), Intermediate Anchor, Alternative In-Line Terminal System, Alternative Flared Terminal System, Alternative Crash Cushion System, Concrete Barrier (Type 80A Modified), Concrete Barrier (Type 80 Modified), Remove Guardrail, Thermoplastic Traffic Stripe, Thermoplastic Pavement Marking, Remove Thermoplastic Traffic Stripe.. Stewart Engineering Inc. is an Equal Opportunity Employer and will work with suppliers and subcontractors to identify opportunities and break down items into economically feasible units as reasonably necessary.
Requirements: Stewart Engineering Inc. will be bidding the referenced project as a prime contractor. Plans and specifications for this project may be viewed at your local builders 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 contact our office. In order that we may give your bid maximum consideration, please supply us with a fax or email letter prior to the bid describing the scope of your work. Stewart Engineering is signatory to the Labors Union Local 185. We encourage and actively solicit proposals from DBE subcontractors and suppliers on all our projects. All qualified DBE subcontractors must be registered and certified by the California Department of Transportation. 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. Subcontractors must possess a current contractor?s license, worker?s compensation and insurance coverage during the entire length of the prime contract. All Subcontractors will be required to sign our standard Subcontract Agreement (AGC Long Form Standard Subcontract). If you require an advance copy to of the subcontract to look over please contact our office. You must be registered and provide your Department of Industrial Relations number.
Date posted: 05/19/2017