Listing for all primes seeking assistance with project 01-0A8404. 7 results found.
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, CONSTRUCTION AREA SIGNS, PORTABLE CHANGEABLE MESSAGE SIGN (LS), 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, TEMPORARY COVER, TEMPORARY CHECK DAM, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY SILT FENCE, TEMPORARY CONSTRUCTION ENTRANCE, TEMPORARY CONCRETE WASHOUT, WORK AREA MONITORING (BRIDGE), TREATED WOOD WASTE, CONTRACTOR-SUPPLIED BIOLOGIST (LS), BAT EXCLUSION, TEMPORARY HIGH-VISIBILITY FENCE, TEMPORARY FLEXIBLE ROCKFALL FENCE, CLEARING AND GRUBBING (LS), ROADWAY EXCAVATION, ROCK EXCAVATION, SHOULDER BACKING, STRUCTURE EXCAVATION (BRIDGE), STRUCTURE BACKFILL (BRIDGE), DITCH EXCAVATION, PLANT (GROUP M), PLANT ESTABLISHMENT WORK, WOOD MULCH, IMPORTED BIOFILTRATION SOIL, ROLLED EROSION CONTROL PRODUCT (NETTING), HYDRAULIC BIOTIC GROWTH MEDIUM, FIBER ROLLS, COMPOST SOCK (8" DIAMETER), COMPOST SOCK (12" DIAMETER), FIBER REINFORCED MATRIX, COMPOST (CY), INCORPORATE MATERIALS, CLASS 2 AGGREGATE BASE (CY), HOT MIX ASPHALT (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE E), PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA), TACK COAT, REMOVE ASPHALT CONCRETE DIKE, COLD PLANE ASPHALT CONCRETE PAVEMENT, 24" CAST-IN-DRILLED-HOLE CONCRETE PILING, 48" CAST-IN-DRILLED-HOLE CONCRETE PILING, 48" CAST-IN-DRILLED-HOLE CONCRETE PILING (ROCK SOCKET), STRUCTURAL CONCRETE, BRIDGE FOOTING, STRUCTURAL CONCRETE, BRIDGE, STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER), FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE GIRDER (110'-120'), ERECT PRECAST PRESTRESSED CONCRETE GIRDER, PRECAST CONCRETE BAT HOUSE, JOINT SEAL (MR 1"), BAR REINFORCING STEEL (BRIDGE), STRUCTURAL STEEL (PIPE PIN), BRIDGE REMOVAL, 24" CORRUGATED STEEL PIPE (.079" THICK), 8" ENTRANCE TAPER, 8" ANCHOR ASSEMBLY, 8" ALTERNATIVE PIPE DOWNDRAIN, 36" CORRUGATED STEEL PIPE INLET (.109" THICK), 24" ALTERNATIVE FLARED END SECTION, REMOVE OVERSIDE DRAIN, REMOVE CULVERT (LF), REMOVE INLET, SMALL-ROCK SLOPE PROTECTION, ROCK SLOPE PROTECTION (1/4 T, CLASS V, METHOD B) (CY), ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B) (CY), ROCK SLOPE PROTECTION (20 LB, CLASS I, METHOD B) (CY), ROCK SLOPE PROTECTION FABRIC (CLASS 8), MISCELLANEOUS IRON AND STEEL, BRIDGE DECK DRAINAGE SYSTEM, REMOVE PAVEMENT MARKER, GUARD RAILING DELINEATOR, PAVEMENT MARKER (RETROREFLECTIVE), MARKER (CULVERT), REMOVE ROADSIDE SIGN (WOOD POST), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED), ROADSIDE SIGN - ONE POST, MIDWEST GUARDRAIL SYSTEM (7' POST), VEGETATION CONTROL (MINOR CONCRETE), TUBULAR BICYCLE RAILING, TRANSITION RAILING (TYPE WB-31), ALTERNATIVE IN-LINE TERMINAL SYSTEM, CRASH CUSHION (TYPE TAU II), CONCRETE BARRIER (TYPE 742), REMOVE GUARDRAIL, 6" 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 $400 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: 07/17/2018
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 PORTABLE CHANGEABLE MESSAGE SIGN (LS) 4 JOB SITE MANAGEMENT 5 PREPARE STORM WATER POLLUTION PREVENTION PLAN 6 RAIN EVENT ACTION PLAN 7 STORM WATER SAMPLING AND ANALYSIS DAY 8 STORM WATER ANNUAL REPORT 9 MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL) 10 TEMPORARY HYDRAULIC MULCH 11 TEMPORARY COVER 12 TEMPORARY CHECK DAM 13 TEMPORARY DRAINAGE INLET PROTECTION 14 TEMPORARY FIBER ROLL 15 TEMPORARY SILT FENCE 16 TEMPORARY CONSTRUCTION ENTRANCE 17 TEMPORARY CONCRETE WASHOUT 18 WORK AREA MONITORING (BRIDGE) 19 TREATED WOOD WASTE 20 CONTRACTOR-SUPPLIED BIOLOGIST (LS) 21 BAT EXCLUSION 22 TEMPORARY HIGH-VISIBILITY FENCE 23 TEMPORARY FLEXIBLE ROCKFALL FENCE 24 CLEARING AND GRUBBING (LS) 25 ROADWAY EXCAVATION 26 ROCK EXCAVATION 27 SHOULDER BACKING 28(F) STRUCTURE EXCAVATION (BRIDGE) 29(F) STRUCTURE BACKFILL (BRIDGE) 30 DITCH EXCAVATION 31 PLANT (GROUP M) 32 PLANT ESTABLISHMENT WORK 33 WOOD MULCH 34 IMPORTED BIOFILTRATION SOIL 35 ROLLED EROSION CONTROL PRODUCT (NETTING) 36 HYDRAULIC BIOTIC GROWTH MEDIUM 37 FIBER ROLLS 38 COMPOST SOCK (8" DIAMETER) 39 COMPOST SOCK (12" DIAMETER) 40 FIBER REINFORCED MATRIX 41 COMPOST (CY) 42 INCORPORATE MATERIALS 43 CLASS 2 AGGREGATE BASE (CY) 44 HOT MIX ASPHALT (TYPE A) 45 PLACE HOT MIX ASPHALT DIKE (TYPE E) 46 PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA) 47 TACK COAT 48 REMOVE ASPHALT CONCRETE DIKE 49 COLD PLANE ASPHALT CONCRETE PAVEMENT 50 24" CAST-IN-DRILLED-HOLE CONCRETE PILING 51 48" CAST-IN-DRILLED-HOLE CONCRETE PILING 52 48" CAST-IN-DRILLED-HOLE CONCRETE PILING (ROCK SOCKET) 53(F) STRUCTURAL CONCRETE, BRIDGE FOOTING 54(F) STRUCTURAL CONCRETE, BRIDGE 55(F) STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER) 56 FURNISH PRECAST PRESTRESSED CONCRETE WIDE FLANGE GIRDER (110'-120') 57 ERECT PRECAST PRESTRESSED CONCRETE GIRDER 58 PRECAST CONCRETE BAT HOUSE 59 JOINT SEAL (MR 1") 60(F) BAR REINFORCING STEEL (BRIDGE) 61(F) STRUCTURAL STEEL (PIPE PIN) 62 BRIDGE REMOVAL 63 24" CORRUGATED STEEL PIPE (.079" THICK) 64 8" ENTRANCE TAPER 65 8" ANCHOR ASSEMBLY 66 8" ALTERNATIVE PIPE DOWNDRAIN 67 36" CORRUGATED STEEL PIPE INLET (.109" THICK) 68 24" ALTERNATIVE FLARED END SECTION 69 REMOVE OVERSIDE DRAIN 70 REMOVE CULVERT (LF) 71 REMOVE INLET 72 SMALL-ROCK SLOPE PROTECTION 73 ROCK SLOPE PROTECTION (1/4 T, CLASS V, METHOD B) (CY) 74 ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B) (CY) 75 ROCK SLOPE PROTECTION (20 LB, CLASS I, METHOD B) (CY) 76 ROCK SLOPE PROTECTION FABRIC (CLASS 8) 77(F) MISCELLANEOUS IRON AND STEEL 78(F) BRIDGE DECK DRAINAGE SYSTEM 79 REMOVE PAVEMENT MARKER 80 GUARD RAILING DELINEATOR 81 PAVEMENT MARKER (RETROREFLECTIVE) 82 MARKER (CULVERT) 83 REMOVE ROADSIDE SIGN (WOOD POST) 84 FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) 85 ROADSIDE SIGN - ONE POST 86 MIDWEST GUARDRAIL SYSTEM (7' POST) 87 VEGETATION CONTROL (MINOR CONCRETE) 88(F) TUBULAR BICYCLE RAILING 89 TRANSITION RAILING (TYPE WB-31) 90 ALTERNATIVE IN-LINE TERMINAL SYSTEM 91 CRASH CUSHION (TYPE TAU II) 92(F) CONCRETE BARRIER (TYPE 742) 93 REMOVE GUARDRAIL 94 6" THERMOPLASTIC TRAFFIC STRIPE 95 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: 07/18/2018
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), 24? Cast-In-Drilled-Hole Concrete Piling, 48? Cast-In-Hole Concrete Piling, 48? Cast-In-Hole Concrete Piling (Rock Socket), Furnish Precast Prestressed Concrete Wide Flange Girder (110? ? 120?), Erect Precast Prestressed Concrete Girder, Bar Reinforcing Steel (Bridge), Bridge Removal, Midwest Guardrail System (7? Post), Vegetation Control (Minor Concrete), Tubular Bicycle Railing, Transition Railing (Type WB-31), Alternative In-Line Terminal System, Crash Cushion (Type TAU II), Concrete Barrier (Type 742). 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, 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, INC. Kelly Knight The Estimating Department 530-226-6400 ask for Kelly Knight
Date posted: 07/24/2018
Contractor: Wahlund Construction Inc. Contact: Bob Crittenden
Address: 830 Hilma dr. eureka ca 95503
Phone: 707-268-0150 Fax: 707-268-0137 Email: Bob@wahlcon.com
Services needed: LEAD COMPLIANCE PLAN, CONSTRUCTION AREA SIGNS, PORTABLE CHANGEABLE MESSAGE SIGN, 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, TEMPORARY COVER, TEMPORARY CHECK DAM, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY SILT FENCE, TEMPORARY CONSTRUCTION ENTRANCE, TEMPORARY CONCRETE WASHOUT, WORK AREA MONITORING (BRIDGE), TREATED WOOD WASTE, CONTRACTOR-SUPPLIED BIOLOGIST, BAT EXCLUSION, TEMPORARY HIGH-VISIBILITY FENCE, TEMPORARY FLEXIBLE ROCKFALL FENCE, CLEARING AND GRUBBING, ROADWAY EXCAVATION, ROCK EXCAVATION, SHOULDER BACKING, STRUCTURE EXCAVATION (BRIDGE), STRUCTURE BACK FILL (BRIDGE), DITCH EXCAVATION, PLANT (GROUP M), PLANT ESTABLISHMENT WORK, WOOD MULCH, IMPORTED BIO-FILTRATION SOIL, ROLLED EROSION CONTROL PRODUCT, HYDRAULIC BIOTIC GROWTH MEDIUM, FIBER ROLLS, COMPOST SOCK'S (8"&12"), FIBER REINFORCED MATRIX, COMPOST , INCORPORATE MATERIALS, CLASS 2 AGGREGATE BASE, HOT MIX ASPHALT (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE E), PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA), TACK COAT, REMOVE ASPHALT CONCRETE DIKE, COLD PLANE ASPHALT CONCRETE PAVEMENT, 24" CAST-IN-DRILLED-HOLE CONCRETE PILING, 48" CAST-IN-DRILLED-HOLE CONCRETE PILING, 48" CAST-IN-DRILLED-HOLE CONCRETE PILING (ROCK SOCKET), STRUCTURAL CONCRETE, BRIDGE FOOTING, STRUCTURAL CONCRETE, BRIDGE, STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER), FURNISH PRECAST PRE-STRESSED CONCRETE WIDE FLANGE GIRDER (110'-120'), ERECT PRECAST PRE-STRESSED CONCRETE GIRDER, PRECAST CONCRETE BAT HOUSE, JOINT SEAL (MR 1"), BAR REINFORCING STEEL (BRIDGE), STRUCTURAL STEEL (PIPE PIN), BRIDGE REMOVAL, 24" CORRUGATED STEEL PIPE (.079" THICK), 8" ENTRANCE TAPER, 8" ANCHOR ASSEMBLY, 8" ALTERNATIVE PIPE DOWN DRAIN, 36" CORRUGATED STEEL PIPE INLET (.109" THICK), 24" ALTERNATIVE FLARED END SECTION, REMOVE OVERSIDE DRAIN, REMOVE CULVERT, REMOVE INLET, SMALL-ROCK SLOPE PROTECTION, ROCK SLOPE PROTECTION (1/4 T, CLASS V, METHOD B), 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, BRIDGE DECK DRAINAGE SYSTEM, REMOVE PAVEMENT MARKER, GUARD RAILING DELINEATOR, PAVEMENT MARKER (RETROREFLECTIVE), MARKER (CULVERT), REMOVE ROADSIDE SIGN (WOOD POST), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED), ROADSIDE SIGN - ONE POST, MIDWEST GUARDRAIL SYSTEM (7' POST), VEGETATION CONTROL (MINOR CONCRETE), TUBULAR BICYCLE RAILING, TRANSITION RAILING (TYPE WB-31), ALTERNATIVE IN-LINE TERMINAL SYSTEM, CRASH CUSHION (TYPE TAU II), CONCRETE BARRIER (TYPE 742), REMOVE GUARDRAIL, 6" THERMOPLASTIC TRAFFIC STRIPE.
Requirements: Wahlund Construction Inc. will work with interested subcontractors to identify opportunities to break down items into economically feasible packages. Wahlund Construction Inc. 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 Wahlund Construction Inc for further assistance. Please call if assistance is needed in obtaining bonding, insurance, equipment, materials and supplies. Wahlund Construction Inc. 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: 07/26/2018
Contractor: Ghilotti Construction Company, Inc. Contact: Jim Petnic
Address: 246 Ghilotti Avenue Santa Rosa, CA 95407
Phone: 707-585-1221 Fax: 707-585-1601 Email: jimp@ghilotti.com
Services needed: GCC is seeking certified DBE subcontractors, suppliers & truckers for quotes including, but not limited to, the following scopes of work: FABRIC & OILS, CAS, TRAFFIC CONTROL, DEMOLITION / BRIDGE REMOVAL, CLEAR & GRUB, EROSION CONTROL, ASPHALT PAVING, CIDH PILES, STRUCTURAL CONCRETE, PRECAST CONCRETE GIRDERS, JOINT SEAL, REINFORCING STEEL, MBGR, METAL RAILING, CONCRETE BARRIER, THERMOPLASTIC STRIPING & PAVEMENT MARKINGS, STREET SWEEPING, MATERIAL SUPPLIER & TRUCKING. Submit quotes by Noon on bid date. Contact our estimator for more information. GCC is available to discuss breaking out any portion of work to encourage minority participation.
Requirements: Mr. Jim Petnic (707/585-1221 or jimp@ghilotti.com) is the Estimator for this project and is available to provide you with assistance to clarify any questions regarding the scope of work, including interpretation of plans, specifications and requirements, bid preparation and obtaining bonds, lines of credit, insurance and any technical assistance. GCC may also assist in obtaining any necessary equipment, supplies, materials or related services. (Please note: GCC may require Payment & Performance Bonds on all sub-contracts over $25,000 per Ca. Public Contract Code Sect. 4108. GCC will pay bond premiums up to 1 1/2 % of contract cost. GCC is a UNION CONTRACTOR. Any non-signatory subcontractors will be required to sign an agreement for trades covered under our agreements.) Plans, specifications and project requirements may be reviewed at our office in Santa Rosa. By submitting a proposal, the bidder affirms that they have carefully examined ALL the bidding documents/Addenda and that from his/her own investigation, they have satisfied themselves as to the nature and location of the work. GCC's written subcontract document execution is required of all successful subcontract bidders. A copy is available for inspection on GCC's website (www.ghilotti.com/subcontractors/documents) and/or can be provided upon written request prior to bid submission. Inconsistent bid terms and conditions shall be void. Insurance: As per our insurance requirements, your bid must include the cost of naming GCC as additional insured; including completed operations coverage; Use form 'CG-2010-1185' or equivalent; include Primary and Non-Contributing wording on your certificate of insurance and waiver of subrogation is required. We are an equal opportunity employer.
Date posted: 07/27/2018
Contractor: Viking Construction Company Contact: Randy Jenco
Address: PO Box 1508 Rancho Cordova, CA 95741
Phone: 916-852-5530 Fax: 916-852-5533 Email: rjenco@vikingbridges.com
Services needed: Prepare Lead Compliance Plan, Construction Area Signs, Prepare Storm Water Pollution Control Plan, Water Pollution Control Reports, Temporary Erosion Control, Erosion Control, Street Sweeping, Contractor Supplied Biologist, Bat Exclusion, Clearing and Grubbing, Planting, Grind AC, Paving, Furnish Aggregates, Furnish Concrete, Furnish HMA, Trucking, Roadway Striping/Markers, Roadside Signs, Furnish Corrugated Metal Pipe, Furnish Misc. Iron & Steel, AC Dike, Roadway Excavation, Finish Roadway, Traffic Control, CIDH Piling, Install Joint Seal, Bar Reinforcing Steel, Bridge Removal, MBGR, Furnish Tubular Bicycle Railing, Concrete Barrier, Furnish Precast Concrete, Erect Precast Concrete, Rock Slope Protection
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: 08/07/2018
Contractor: Granite Construction Contact: Terry Richards
Address: 1324 S. State Street, Ukiah, CA 95482
Phone: 707-467-4100 Fax: 707-467-4143 Email: terry.richards@gcinc.com
Services needed: Granite Construction Company (Granite) is requesting quotes from all qualified subcontractors and suppliers including certified DBE firms for the following items of work, including but not limited to: C0651 CONCRETE AND CEMENT SUPPLIER; C1200 CONSTRUCTION AREA SIGNS; C1201 TRAFFIC CONTROL SYSTEM; C1290 TEMPORARY K-RAILING; C1531 PLANE ASPHALT CONCRETE; C1601 CLEARING AND GRUBBING; C1901 ROADWAY EXCAVATION; C1920 STRUCTURE EXCAVATION; C1930 STRUCTURE BACKFILL; C1940 DITCH EXCAVATION; C1980 IMPORTED BORROW; C2000 HIGHWAY PLANTING; C2020 SOIL AMENDMENTS; C2030 EROSION CONTROL; C2066 TEMPORARY EROSION CONTROL; C2602 AGGREGATE BASE; C3701 SEAL COAT; C3901 ASPHALT CONCRETE (PLACE); C3940 AC DIKE AND MISC. PAVING; C4101 PAVEMENT SUBSEALING AND JACKING; C4201 GROOVE AND GRIND PAVEMENT; C4906 CAST-IN-DRILLED-HOLE CONCRETE PILING; C5100 CONCRETE STRUCTURE; C5105 MINOR CONCRETE STRUCTURE; C5124 ERECT PRECAST CONCRETE; C5201 REINFORCING STEEL; C5501 STEEL STRUCTURES; C5620 ROADSIDE SIGN; C6900 DOWNDRAIN; C7006 CORRUGATED STEEL PIPE INLET AND RISER; C7200 ROCK SLOPE PROTECTION/RSP FABRIC; C7500 MISC. IRON AND STEEL FRAME, COVER, AND GRATE; C8000 FENCING; C8001 TEMPORARY FENCING; C8320 METAL BEAM GUARD RAIL; C8330 METAL RAILING; C8331 CONCRETE BARRIER; C8405 THERMOPLASTIC TRAFFIC STRIPE AND MARKING; C8501 PAVEMENT MARKING; C8792 ENVIRONMENTAL/BIOLOGICAL STUDIES; C8851 LEAD COMPLIANCE; C8852 SWPPP PLANNING; C8853 BIOLOGICAL RESOURCES STUDY; C9602 BOTTOM DUMP TRUCK; C9603 TRANSFER DUMP TRUCK; C9604 SUPER 10 DUMP TRUCK; C9609 STREET SWEEPING TRUCK. Quotations will be broken down into comparable packages as reasonably necessary. Granite will work with interested subcontractors to identify opportunities to break down items into economically feasible packages.
Requirements: For any bid proposal submitted on or after March 1, 2015 and any contract for public work entered into on or after April 1, 2015, the following registration requirements apply: Every Subcontractor is required to be registered to perform public work pursuant to Section 1725.5 of the Public Contract Code (?Section 1725.5?). No Contractor or Subcontractor shall be qualified to bid on, be listed in a bid proposal pursuant to Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, unless currently registered to perform public work pursuant to Section 1725.5. No bid shall be accepted nor any subcontract entered into without proof of the Subcontractor?s current registration to perform public work pursuant to Section 1725.5. 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%. Subcontractors must possess a current contractor?s license, insurance and worker?s compensation coverage meeting Granite?s requirements and will be required to sign the standard Granite Subcontract Agreement. A copy of the insurance requirements and agreement can be obtained by contacting the estimator. 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. Granite Construction Is An Equal Opportunity Employer.
Date posted: 08/10/2018