Listing for all primes seeking assistance with project 02-4E6504. 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 Widen Bridges, Polyester Conc Overlay, Cold Plane AC Pvmt, HMA, Guardrail FOR CONSTRUCTION ON STATE HIGHWAY IN SISKIYOU COUNTY NEAR SEIAD VALLEY AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF THOMPSON CREEK BRIDGE TO 0.2 MILE EAST OF BEAVER CREEK BRIDGE Contract #: 02-4E6504 Engineers Estimate: $6,600,000.00 Bid Date: 6/21/2017 @ 2 PM Goal: 11 % 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 (WDAY) 4 CONSTRUCTION AREA SIGNS 5 TRAFFIC CONTROL SYSTEM 6 TYPE III BARRICADE 7 TEMPORARY PAVEMENT MARKING (PAINT) 8 TEMPORARY TRAFFIC STRIPE (PAINT) 9 TEMPORARY SIGNAL SYSTEM-LOCATION 1 10 TEMPORARY SIGNAL SYSTEM-LOCATION 3 11 PORTABLE CHANGEABLE MESSAGE SIGN (LS) 12 TEMPORARY FLASHING BEACON 13 TEMPORARY RAILING (TYPE K) 14 TEMPORARY CRASH CUSHION SYSTEM 15 JOB SITE MANAGEMENT 16 TEMPORARY CLEAR WATER DIVERSION (LOCATION 1) 17 TEMPORARY CLEAR WATER DIVERSION (LOCATION 2) 18 TEMPORARY CLEAR WATER DIVERSION (LOCATION 3) 19 PREPARE STORM WATER POLLUTION PREVENTION PLAN 20 RAIN EVENT ACTION PLAN 21 STORM WATER SAMPLING AND ANALYSIS DAY 22 STORM WATER ANNUAL REPORT 23 MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL) 24 TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX) 25 TEMPORARY TACKED STRAW 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 WATER QUALITY SAMPLING AND ANALYSIS DAY 35 WATER QUALITY MONITORING REPORT 36 ASBESTOS COMPLIANCE PLAN 37 TEMPORARY FENCE (TYPE ESA) 38 HEALTH AND SAFETY PLAN 39 WORK AREA MONITORING (BRIDGE) 40 TREATED WOOD WASTE 41 CONTRACTOR-SUPPLIED BIOLOGIST (LS) 42 BIRD EXCLUSION (LOCATION 2) 43 PUBLIC SAFETY PLAN 44 RAPID SETTING CONCRETE (PATCH) 45 REMOVE MARKER 46 REMOVE GUARDRAIL 47 REMOVE PAINTED TRAFFIC STRIPE 48 REMOVE PAVEMENT MARKER 49 REMOVE ROADSIDE SIGN 50 REMOVE CULVERT (LF) 51 REMOVE INLET 52 REMOVE ASPHALT CONCRETE SURFACING 53 REMOVE POLYESTER CONCRETE OVERLAY 54 RESET MAILBOX 55 COLD PLANE ASPHALT CONCRETE PAVEMENT 56 REMOVE UNSOUND CONCRETE 57 PREPARE CONCRETE BRIDGE DECK SURFACE 58 FURNISH POLYESTER CONCRETE OVERLAY 59(F) PLACE POLYESTER CONCRETE OVERLAY 60 PLUG DECK DRAIN 61 BRIDGE REMOVAL (PORTION), LOCATION A 62 BRIDGE REMOVAL (PORTION), LOCATION B 63 BRIDGE REMOVAL (PORTION), LOCATION C 64 CLEARING AND GRUBBING (LS) 65 DEVELOP WATER SUPPLY 66 ROADWAY EXCAVATION 67 SHOULDER BACKING 68(F) STRUCTURE EXCAVATION (BRIDGE) 69(F) STRUCTURE EXCAVATION (TYPE A) 70(F) STRUCTURE EXCAVATION (TYPE D) 71(F) STRUCTURE BACKFILL (BRIDGE) 72 ROADSIDE CLEARING (TREE REMOVAL) 73 ROLLED EROSION CONTROL PRODUCT (NETTING) 74 HYDROSEED 75 COMPOST 76 INCORPORATE MATERIALS 77 CLASS 2 AGGREGATE BASE (CY) 78 HOT MIX ASPHALT (TYPE A, WARM MIX TECHNOLOGY) 79 PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA) 80 TACK COAT 81 FURNISH STEEL PILING (HP 10 X 57) 82 DRIVE STEEL PILE (HP 10 X 57) 83 SEAL COURSE CONCRETE 84(F) STRUCTURAL CONCRETE, BRIDGE FOOTING 85(F) STRUCTURAL CONCRETE, BRIDGE 86(F) STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER) 87(F) MINOR CONCRETE (MINOR STRUCTURE) 88 CONCRETE SURFACE TEXTURE (RANDOM ROUGH STACKED ROCK) 89 DRILL AND PRESSURE GROUT DOWEL 90 DRILL AND BOND DOWEL 91 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) 92 CLEAN EXPANSION JOINT 93 FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (40'-50') 94(F) ERECT PRECAST PRESTRESSED CONCRETE GIRDER 95 JOINT SEAL (MR 1") 96 JOINT SEAL (MR 1 1/2") 97(F) BAR REINFORCING STEEL (BRIDGE) 98(F) BAR REINFORCING STEEL (EPOXY COATED) (BRIDGE) 99(F) HEADED BAR REINFORCEMENT 100(F) FURNISH STRUCTURAL STEEL (BRIDGE) 101(F) ERECT STRUCTURAL STEEL (BRIDGE) 102 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) FOR TYPE XI SHEETING 103 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED) FOR TYPE XI SHEETING 104 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) 105 ROADSIDE SIGN - ONE POST 106 ROADSIDE SIGN - TWO POST 107 RETRO-REFLECTIVE SHEETING (TYPE XI) 108 STAIN GALVANIZED SURFACES 109 CLEAN AND PAINT STRUCTURAL STEEL 110 SPOT BLAST CLEAN AND PAINT UNDERCOAT 111 PREPARE AND STAIN CONCRETE 112 24" ALTERNATIVE PIPE CULVERT 113 36" CORRUGATED STEEL PIPE INLET (.168" THICK) 114 24" ALTERNATIVE FLARED END SECTION 115 ROCK SLOPE PROTECTION (1T, WITH VOID FILLER) 116 ROCK SLOPE PROTECTION (1/2 T, WITH VOID FILLER) 117 ROCK SLOPE PROTECTION (1/4 T, WITH VOID FILLER) 118 ROCK SLOPE PROTECTION (LIGHT, METHOD B) (CY) 119 ROCK SLOPE PROTECTION (NO. 3, METHOD B) (CY) 120 PLANTING TUBES 121(F) MISCELLANEOUS IRON AND STEEL 122(F) MISCELLANEOUS METAL (BRIDGE) 123(F) BRIDGE DECK DRAINAGE SYSTEM 124 DELINEATOR (CLASS 2) 125 MILEPOST MARKER 126 OBJECT MARKER (TYPE L-1) 127 VEGETATION CONTROL (MINOR CONCRETE) 128 SINGLE THRIE BEAM BARRIER (WOOD POST) 129 TRANSITION RAILING (TYPE WB) 130 END CAP (TYPE TC) 131 END ANCHOR ASSEMBLY (TYPE SFT) 132 ALTERNATIVE IN-LINE TERMINAL SYSTEM 133 ALTERNATIVE FLARED TERMINAL SYSTEM 134 ALTERNATIVE CRASH CUSHION SYSTEM 135(F) CALIFORNIA ST-70 BRIDGE RAIL (MODIFIED) 136 THERMOPLASTIC PAVEMENT MARKING 137 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) 138 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: 05/09/2017
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: Mercer-Fraser is currently requesting quotes from all qualified DBE subcontractors and/or suppliers for the following items of work: LEAD COMPLIANCE PLAN PROGRESS SCHEDULE (CRITICAL PATH METHOD) TIME-RELATED OVERHEAD (WDAY) CONSTRUCTION AREA SIGNS TRAFFIC CONTROL SYSTEM TYPE III BARRICADE TEMPORARY PAVEMENT MARKING (PAINT) TEMPORARY TRAFFIC STRIPE (PAINT) TEMPORARY SIGNAL SYSTEM-LOCATION 1 TEMPORARY SIGNAL SYSTEM-LOCATION 3 PORTABLE CHANGEABLE MESSAGE SIGN (LS) TEMPORARY FLASHING BEACON TEMPORARY RAILING (TYPE K) TEMPORARY CRASH CUSHION SYSTEM JOB SITE MANAGEMENT TEMPORARY CLEAR WATER DIVERSION (LOCATION 1) TEMPORARY CLEAR WATER DIVERSION (LOCATION 2) TEMPORARY CLEAR WATER DIVERSION (LOCATION 3) PREPARE STORM WATER POLLUTION PREVENTION PLAN RAIN EVENT ACTION PLAN STORM WATER SAMPLING AND ANALYSIS DAY STORM WATER ANNUAL REPORT MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL) TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX) TEMPORARY TACKED STRAW 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 WATER QUALITY SAMPLING AND ANALYSIS DAY WATER QUALITY MONITORING REPORT ASBESTOS COMPLIANCE PLAN TEMPORARY FENCE (TYPE ESA) HEALTH AND SAFETY PLAN WORK AREA MONITORING (BRIDGE) TREATED WOOD WASTE CONTRACTOR-SUPPLIED BIOLOGIST (LS) BIRD EXCLUSION (LOCATION 2) PUBLIC SAFETY PLAN RAPID SETTING CONCRETE (PATCH) REMOVE MARKER REMOVE GUARDRAIL REMOVE PAINTED TRAFFIC STRIPE REMOVE PAVEMENT MARKER REMOVE ROADSIDE SIGN REMOVE CULVERT (LF) REMOVE INLET REMOVE ASPHALT CONCRETE SURFACING REMOVE POLYESTER CONCRETE OVERLAY RESET MAILBOX COLD PLANE ASPHALT CONCRETE PAVEMENT REMOVE UNSOUND CONCRETE PREPARE CONCRETE BRIDGE DECK SURFACE FURNISH POLYESTER CONCRETE OVERLAY PLACE POLYESTER CONCRETE OVERLAY PLUG DECK DRAIN BRIDGE REMOVAL (PORTION), LOCATION A BRIDGE REMOVAL (PORTION), LOCATION B BRIDGE REMOVAL (PORTION), LOCATION C CLEARING AND GRUBBING (LS) DEVELOP WATER SUPPLY ROADWAY EXCAVATION SHOULDER BACKING STRUCTURE EXCAVATION (BRIDGE) STRUCTURE EXCAVATION (TYPE A) STRUCTURE EXCAVATION (TYPE D) STRUCTURE BACKFILL (BRIDGE) ROADSIDE CLEARING (TREE REMOVAL) ROLLED EROSION CONTROL PRODUCT (NETTING) HYDROSEED COMPOST INCORPORATE MATERIALS CLASS 2 AGGREGATE BASE (CY) HOT MIX ASPHALT (TYPE A, WARM MIX TECHNOLOGY) PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA) TACK COAT FURNISH STEEL PILING (HP 10 X 57) DRIVE STEEL PILE (HP 10 X 57) SEAL COURSE CONCRETE STRUCTURAL CONCRETE, BRIDGE FOOTING STRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER) MINOR CONCRETE (MINOR STRUCTURE) CONCRETE SURFACE TEXTURE (RANDOM ROUGH STACKED ROCK) DRILL AND PRESSURE GROUT DOWEL DRILL AND BOND DOWEL DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) CLEAN EXPANSION JOINT FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (40'-50') ERECT PRECAST PRESTRESSED CONCRETE GIRDER JOINT SEAL (MR 1") JOINT SEAL (MR 1 1/2") BAR REINFORCING STEEL (BRIDGE) BAR REINFORCING STEEL (EPOXY COATED) (BRIDGE) HEADED BAR REINFORCEMENT FURNISH STRUCTURAL STEEL (BRIDGE) ERECT STRUCTURAL STEEL (BRIDGE) FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) FOR TYPE XI SHEETING FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-FRAMED) FOR TYPE XI SHEETING FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) ROADSIDE SIGN - ONE POST ROADSIDE SIGN - TWO POST RETRO-REFLECTIVE SHEETING (TYPE XI) STAIN GALVANIZED SURFACES CLEAN AND PAINT STRUCTURAL STEEL SPOT BLAST CLEAN AND PAINT UNDERCOAT PREPARE AND STAIN CONCRETE 24" ALTERNATIVE PIPE CULVERT 36" CORRUGATED STEEL PIPE INLET (.168" THICK) 24" ALTERNATIVE FLARED END SECTION ROCK SLOPE PROTECTION (1T, WITH VOID FILLER) ROCK SLOPE PROTECTION (1/2 T, WITH VOID FILLER) ROCK SLOPE PROTECTION (1/4 T, WITH VOID FILLER) ROCK SLOPE PROTECTION (LIGHT, METHOD B) (CY) ROCK SLOPE PROTECTION (NO. 3, METHOD B) (CY) PLANTING TUBES MISCELLANEOUS IRON AND STEEL MISCELLANEOUS METAL (BRIDGE) BRIDGE DECK DRAINAGE SYSTEM DELINEATOR (CLASS 2) MILEPOST MARKER OBJECT MARKER (TYPE L-1) VEGETATION CONTROL (MINOR CONCRETE) SINGLE THRIE BEAM BARRIER (WOOD POST) TRANSITION RAILING (TYPE WB) END CAP (TYPE TC) END ANCHOR ASSEMBLY (TYPE SFT) ALTERNATIVE IN-LINE TERMINAL SYSTEM ALTERNATIVE FLARED TERMINAL SYSTEM ALTERNATIVE CRASH CUSHION SYSTEM CALIFORNIA ST-70 BRIDGE RAIL (MODIFIED) THERMOPLASTIC PAVEMENT MARKING THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) MOBILIZATION
Requirements: Mercer Fraser Company will work with interested subcontractors to identify opportunities to break down items into economically feasible packages.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.
Date posted: 05/19/2017
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-Location 1 and Location 3, Remove Guardrail, Prepare Concrete Bridge Deck Surface, Furnish Polyester Concrete Overlay, Place Polyester Concrete Overlay, Hot Mix Asphalt (type A Warm Mix Technology), Furnish Steel Piling (HP 10 X 57), Drive Steel Pile (HP 10 X 57), Furnish Precast Prestressed Concrete Girder (40? - 50?), Erect Precast Prestressed Concrete Girder, Bar Reinforcing Steel (Bridge), Bar Reinforcing Steel (Epoxy Coated, Bridge), Furnish Structural Steel (Bridge), Erect Structural Steel (Bridge), Clean and Paint Structural Steel, Prepare and Stain Concrete, Single Thrie Beam Barrier (Wood Post), Transition Railing (Type WB), End Cap (Type TC), End Anchor Assembly (Type SFT), Alternative In-Line Terminal System, Alternative Flared Terminal System, Alternative Crash Cushion System, and California ST-70 Bridge Rail 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: 05/22/2017