Listing for all primes seeking assistance with project 02-3E7404. 3 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 Pavement Preservation IN SHASTA COUNTY AT AND NEAR SHASTA FROM 0.5 MILE WEST OF CRYSTAL CREEK ROAD TO TRINITY ALLEY Contract #: 02-3E7404 Engineers Estimate: $15,000,000.00 Bid Date: 06/14/2018 @ 2 PM Goal: 9 % 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 CONSTRUCTION AREA SIGNS 3 TRAFFIC CONTROL SYSTEM 4 PORTABLE CHANGEABLE MESSAGE SIGN (LS) 5 JOB SITE MANAGEMENT 6 PREPARE WATER POLLUTION CONTROL PROGRAM 7 TEMPORARY DRAINAGE INLET PROTECTION 8 TEMPORARY CONCRETE WASHOUT 9 TREATED WOOD WASTE 10 TEMPORARY HIGH-VISIBILITY FENCE 11 CLEARING AND GRUBBING (LS) 12 ROADWAY EXCAVATION 13 ROCK EXCAVATION 14 SHOULDER BACKING 15 BONDED FIBER MATRIX (SQFT) 16 FULL DEPTH RECLAMATION-FOAMED ASPHALT 17 ASPHALTIC EMULSION (FULL DEPTH RECLAMATION-FOAMED ASPHALT) 18 ASPHALT BINDER (FULL DEPTH RECLAMATION-FOAMED ASPHALT) 19 CEMENT (FULL DEPTH RECLAMATION-FOAMED ASPHALT) 20 MIX DESIGN (FULL DEPTH RECLAMATION-FOAMED ASPHALT) 21 SAND COVER (SEAL) 22 PRECOATED SCREENINGS 23 PREPAVING INERTIAL PROFILER 24 REPLACE ASPHALT CONCRETE SURFACING 25 HOT MIX ASPHALT (TYPE A) 26 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) 27 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED (OPEN GRADED FRICTION COURSE) 28 DATA CORE 29 PLACE HOT MIX ASPHALT DIKE (TYPE A) 30 PLACE HOT MIX ASPHALT DIKE (TYPE C) 31 PLACE HOT MIX ASPHALT DIKE (TYPE F) 32 PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA) 33 TACK COAT 34 REMOVE ASPHALT CONCRETE DIKE 35 COLD PLANE ASPHALT CONCRETE PAVEMENT 36(F) STRUCTURAL CONCRETE, HEADWALL 37(F) STRUCTURAL CONCRETE, DRAINAGE INLET 38(F) MINOR CONCRETE (MINOR STRUCTURE) 39 24" ALTERNATIVE PIPE CULVERT 40 24" PLASTIC PIPE 41 24" REINFORCED CONCRETE PIPE 42 8" CORRUGATED STEEL PIPE (.079" THICK) 43 18" CORRUGATED STEEL PIPE (.109" THICK) 44 8" ALTERNATIVE PIPE UNDERDRAIN 45 8" ENTRANCE TAPER 46 24" ALTERNATIVE FLARED END SECTION 47 REMOVE ENTRANCE TAPER 48 REMOVE CULVERT (LF) 49 REMOVE INLET 50 REMOVE HEADWALL 51 ADJUST INLET 52 SLOPE PAVING (CONCRETE) 53 ROCK SLOPE PROTECTION (1/4 T, CLASS V, METHOD B) (CY) 54 ROCK SLOPE PROTECTION (300 LB, CLASS IV, METHOD B) (CY) 55 ROCK SLOPE PROTECTION FABRIC (CLASS 8) 56(F) MISCELLANEOUS IRON AND STEEL 57 REMOVE PAVEMENT MARKER 58 DELINEATOR (CLASS 2) 59 PAVEMENT MARKER (RETROREFLECTIVE-RECESSED) 60 MILEPOST MARKER 61 UNDERDRAIN MARKER 62 MARKER (CULVERT) 63 OBJECT MARKER (TYPE P) 64 OBJECT MARKER (TYPE L-1) 65 REMOVE ROADSIDE SIGN (WOOD POST) 66 REMOVE ROADSIDE SIGN (METAL POST) 67 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) 68 ROADSIDE SIGN - ONE POST 69 ROADSIDE SIGN - TWO POST 70 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 71 RETROREFLECTIVE SHEETING (TYPE XI) 72 MIDWEST GUARDRAIL SYSTEM (7' POST) 73(F) CABLE RAILING 74 TRANSITION RAILING (TYPE WB-31) 75 ASYMMETRICAL REPLACEMENT ASSEMBLY 76 END ANCHOR ASSEMBLY (TYPE SFT) 77 INTERMEDIATE ANCHOR ASSEMBLY 78 ALTERNATIVE IN-LINE TERMINAL SYSTEM 79 END ANCHOR ASSEMBLY (TYPE B) 80 ALTERNATIVE CRASH CUSHION SYSTEM 81(F) CONCRETE BARRIER TRANSITION ANCHOR BLOCK 82 REMOVE GUARDRAIL 83 REMOVE CRASH CUSHION (SAND FILLED) 84 THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) 85 THERMOPLASTIC PAVEMENT MARKING (ENHANCED WET NIGHT VISIBILITY) 86 MODIFYING EXISTING ELECTRICAL SYSTEM 87 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: 05/09/2018
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, PCMS Board Rental, Prepare Water Pollution Control Program, Rain Event Action Plan, Temporary Drainage Inlet Protection, Temporary Concrete Washout, Treated Wood Waste, Clearing and Grubbing, Temporary High-Visibility Fence, Roadway Excavation, Rock Excavation, Shoulder Backing, Bonded Fiber Matrix, Full Depth Reclamation-Foamed Asphalt, Sand Cover (Seal), Precoated Screenings, Prepaving Inertial Profiler, Replace Asphalt Concrete Surface, Hot Mix Asphalt (Type A) Material, Rubberized Hot Mix Asphalt (Gap Graded), Rubberized Hot Mix Asphalt - Open Graded (Open Graded Friction Course) Material, Place Hot Mix Asphalt Dike (Type A, C and F), Place Hot Mix Asphalt (Miscellaneous Area), Tack Coat Material, Cold Plane Asphalt Concrete Pavement, Structural Concrete (Head Wall and Drainage Inlet), Minor Concrete (Minor Structure), 24" Alternative Pipe Culvert, 24" Plastic Pipe, 24" Reinforced Concrete Pipe, 8" Corrugated Steel Pipe, 18" Corrugated Steel Pipe, 8" Alternative Pipe Underdrian, 8" Entrance Taper, 24" Alternative Flared End Section, Remove Culvert, Remove Inlet, Remove Headwall, Slope Paving Concrete, Rock Slope Protection (1/4T, Class V, Method B), Rock Slope Protection (300 lb., Class IV, Method B), Rock Slope Protection Fabric (Class 8), Miscellaneous Iron and Steel, Remove Pavement Marker, Delineator (Class 2), Pavement Marker (Retroreflective-Recessed), Milepost Marker, Underdrain Marker, Marker (Culvert), Object Marker (Type P and L-1), Remove Roadside Sign (Wood and Metal Post), 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), Retroreflective Sheeting (Type XI), Midwest Guardrail System (7' Post), Cable Railing, Transition Railing (Type WB-31), Asymmetrical Replacement Assembly, End Anchor Assembly (Type SFT), Intermediate Anchor Assembly, Alternative In-Line Terminal System, End Anchor Assembly (Type B), Alternative Crash Cushion System, Concrete Barrier Transition Anchor Block, Remove Guardrail, Remove Crash Cushion (Sand Filled), Thermoplastic Traffic Stripe (Enhanced Wet Night Visibility), Thermoplastic Pavement Marking (Enhanced Wet Night Visibility), Modify Existing Electrical System, 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 DBE 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: 05/11/2018
Contractor: Mercer-Fraser Company Contact: Verity Penland
Address: PO Box 1006 Eureka, CA 95502
Phone: 707-443-6371 Fax: 707-443-0277 Email: vpenland@mercerfraser.com
Services needed: 1 LEAD COMPLIANCE PLAN 2 CONSTRUCTION AREA SIGNS 3 TRAFFIC CONTROL SYSTEM 4 PORTABLE CHANGEABLE MESSAGE SIGN (LS) 5 JOB SITE MANAGEMENT 6 PREPARE WATER POLLUTION CONTROL PROGRAM 7 TEMPORARY DRAINAGE INLET PROTECTION 8 TEMPORARY CONCRETE WASHOUT 9 TREATED WOOD WASTE 10 TEMPORARY HIGH-VISIBILITY FENCE 11 CLEARING AND GRUBBING (LS) 12 ROADWAY EXCAVATION 13 ROCK EXCAVATION 14 SHOULDER BACKING 15 BONDED FIBER MATRIX (SQFT) 16 FULL DEPTH RECLAMATION-FOAMED ASPHALT 17 ASPHALTIC EMULSION (FULL DEPTH RECLAMATION-FOAMED ASPHALT) 18 ASPHALT BINDER (FULL DEPTH RECLAMATION- FOAMED ASPHALT) 19 CEMENT (FULL DEPTH RECLAMATION-FOAMED ASPHALT) 20 MIX DESIGN (FULL DEPTH RECLAMATION- FOAMED ASPHALT) 21 SAND COVER (SEAL) 22 PRECOATED SCREENINGS 23 PREPAVING INERTIAL PROFILER 24 REPLACE ASPHALT CONCRETE SURFACING 25 HOT MIX ASPHALT (TYPE A) 26 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) 27 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED (OPEN GRADED FRICTION COURSE) 28 DATA CORE 29 PLACE HOT MIX ASPHALT DIKE (TYPE A) 30 PLACE HOT MIX ASPHALT DIKE (TYPE C) 31 PLACE HOT MIX ASPHALT DIKE (TYPE F) 32 PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA) 33 TACK COAT 34 REMOVE ASPHALT CONCRETE DIKE 35 COLD PLANE ASPHALT CONCRETE PAVEMENT 36(F) STRUCTURAL CONCRETE, HEADWALL 37(F) STRUCTURAL CONCRETE, DRAINAGE INLET 38(F) MINOR CONCRETE (MINOR STRUCTURE) 39 24" ALTERNATIVE PIPE CULVERT 40 24" PLASTIC PIPE 41 24" REINFORCED CONCRETE PIPE 42 8" CORRUGATED STEEL PIPE (.079" THICK) 43 18" CORRUGATED STEEL PIPE (.109" THICK) 44 8" ALTERNATIVE PIPE UNDERDRAIN 45 8" ENTRANCE TAPER 46 24" ALTERNATIVE FLARED END SECTION 47 REMOVE ENTRANCE TAPER 48 REMOVE CULVERT (LF) 49 REMOVE INLET 50 REMOVE HEADWALL 51 ADJUST INLET 52 SLOPE PAVING (CONCRETE) 53 ROCK SLOPE PROTECTION (1/4 T, CLASS V, METHOD B) (CY) 54 ROCK SLOPE PROTECTION (300 LB, CLASS IV, METHOD B) (CY) 55 ROCK SLOPE PROTECTION FABRIC (CLASS 8) 56(F) MISCELLANEOUS IRON AND STEEL 57 REMOVE PAVEMENT MARKER 58 DELINEATOR (CLASS 2) 59 PAVEMENT MARKER (RETROREFLECTIVE- RECESSED) 60 MILEPOST MARKER 61 UNDERDRAIN MARKER 62 MARKER (CULVERT) 63 OBJECT MARKER (TYPE P) 64 OBJECT MARKER (TYPE L-1) 65 REMOVE ROADSIDE SIGN (WOOD POST) 66 REMOVE ROADSIDE SIGN (METAL POST) 67 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) 68 ROADSIDE SIGN - ONE POST 69 ROADSIDE SIGN - TWO POST 70 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 71 RETROREFLECTIVE SHEETING (TYPE XI) 72 MIDWEST GUARDRAIL SYSTEM (7' POST) 73(F) CABLE RAILING 74 TRANSITION RAILING (TYPE WB-31) 75 ASYMMETRICAL REPLACEMENT ASSEMBLY 76 END ANCHOR ASSEMBLY (TYPE SFT) 77 INTERMEDIATE ANCHOR ASSEMBLY 78 ALTERNATIVE IN-LINE TERMINAL SYSTEM 79 END ANCHOR ASSEMBLY (TYPE B) 80 ALTERNATIVE CRASH CUSHION SYSTEM 81(F) CONCRETE BARRIER TRANSITION ANCHOR BLOCK 82 REMOVE GUARDRAIL 83 REMOVE CRASH CUSHION (SAND FILLED) 84 THERMOPLASTIC TRAFFIC STRIPE (ENHANCED WET NIGHT VISIBILITY) 85 THERMOPLASTIC PAVEMENT MARKING (ENHANCED WET NIGHT VISIBILITY) 86 MODIFYING EXISTING ELECTRICAL SYSTEM 87 MOBILIZATION
Requirements: Mercer-Fraser Company is a union signatory contractor. Subcontractors must possess a current contractor?s license, worker?s compensation and insurance coverage during the entire length of the prime contract. 100% Performance and Payment Bonds may be required. Conditions or exceptions in Subcontractor?s quote are expressly rejected unless accepted in writing. All Subcontractors will be required to sign our standard Subcontract Agreement. Plans and specifications are available for viewing at our office or you may call Mercer-Fraser Company for further assistance. Please call if assistance is needed in obtaining bonding, insurance, equipment, materials and supplies. Mercer-Fraser Company intends to work cooperatively with all qualified firms seeking work on this project. We are an equal opportunity employer and will consider all bids that may be submitted. Mercer Fraser Company will work with interested subcontractors to identify opportunities to break down items into economically feasible packages. Please fax or email your response and scope to (707) 443-0277 or vpenland@mercerfraser.com
Date posted: 05/16/2018