Listing for all primes seeking assistance with project 08-0R1604. 12 results found.
Contractor: Skanska USA Civil West California District Inc. Contact: Irene Rumbaugh
Address: 1995 Agua Mansa Road Riverside, California 92509
Phone: 951-684-5360 Fax: 951-788-2449 Email: irene.rumbaugh@skanska.com
Services needed: Quotes requested for contractors, suppliers, and service providers include, but are not limited to: Lead Compliance Plan, Progress Schedule, Construction Area Signs, Traffic Control System, Portable Changeable Message Sign, Prepare Storm Water Pollution Prevention Plan & Annual Report, Temporary & Permanent Erosion Control, Temporary Construction Entrance, Street Sweeping,Temporary Fence, Treated Wood Waste , Biologist, Natural Resource Protection Plan, Remove Guardrail, Remove Headwall, Adjust Inlet, Adjust Manhole, Clearing & Grubbing, Develop Water Supply, Dust Palliative, Roadway Excavation, Imported Borrow, Duff, Minor Hot Mix Asphalt, Place Hot Mix Asphalt, Structural Concrete, Minor Concrete (Minor Structure), Bar Reinforcing Steel, Reinforced Concrete Pipe, Corrugated Steel Pipe , Corrugated Steel Pipe Riser, Steel Flared End Section, Rock Slope Protection, Misc. Iron & Steel, Temporary Fence (Type Desert Tortoise, Survey Monument, Midwest Guardrail System (Wood Post), Double Midwest Guardrail System (Wood Post),Cable Railing, Rail Tensioning Assembly, End Anchor Assembly, Alternative In-Line Terminal System, Alternative Median Crash Cushion, Maintaining Existing Traffic Management System Elements During Construction, Modify Existing Electrical System, Trucking, Water Truck, Sweeper & Fuel.
Requirements: Skanska is interested in soliciting in Good Faith all subcontractors as well as certified DBE companies for this project. All interested subcontractors, please indicate all lower tier DBE participation offered on your quotation as it will be evaluated with your price. Please call if we can assist you in obtaining bonding, lines of credit, insurance, necessary equipment,materials and/or supplies. Skanska will also review breaking out scope packages and adjusting schedules to help permit maximum participation. Please submit scope sheets 3 days prior to bid to allow for proper evaluation. Subcontracting Requirements: Skanska's insurance requirements are Commercial General Liability (GL): $1M ea. occ., $1M personal injury, $2M products & completed operations agg.& general agg.; $1M Auto Liability; $5M Excess/Umbrella and $1M Workers Comp. Endorsements and waivers required are the Additional Insured End., Primary Wording End., & a Waiver of Subrogation (GL & WC). Other insurance requirements may be necessary per scope. Subcontractors may be required to furnish performance & payment bonds in the full amount of their subcontract by an admitted surety & subject to approval by Skanska. Skanska will pay bond premium up to 1%. Quotations must be valid for the same duration as specified by the Owner for contract award. Conditions or exceptions in Subcontractors quote are expressly rejected unless accepted in writing. Skanska is signatory to the Operating Engineers, Laborers, Cement Masons, & Carpenters Unions. Subcontractors must provide weekly, one original and one copy of all certified payrolls, including non-performance and fringe benefit statements if required by law or by the Prime Contract. For the Federal Training Program, the number of trainees or apprentices is 11. Skanska is an Equal Opportunity/Affirmative Action Employer This contractor and subcontractor(s) shall abide by the requirements of 41 CFR 60-300.5(a) and 60-741.5(a). These regulations prohibit discrimination against qualified individuals on the basis of protected veteran status or disability, and require affirmative action by covered prime contractors and subcontractors to employ and advance in employment qualified protected veterans and individuals with disabilities. Caltrans - Office Engineer - Advertised Projects This Week Page 4 of 4 http://
Date posted: 05/15/2018
Contractor: Sukut Construction, LLC Contact: Jerry Pabbruwee
Address: 4010 W. Chandler Avenue Santa Ana, CA 92704
Phone: 714-540-5351 Fax: 714-545-2003 Email: estimating@sukut.com
Services needed: Requesting quotes from Qualified and certified DBE Subcontractors, Suppliers, and Service Providers for the following (but not limited to) work: Signs, Erosion Control, Fencing, Landscape, Trucking, Rip Rap, Guardrail, Traffic Control, Treated Wood Waste, Rebar, Steel Pipe Arch, Corrugated Steel Pipe Plans/specs are available for viewing at our office by appointment, via Sukut?s FTP site, or may be obtained from Owner.
Requirements: Subcontractors must be prepared to furnish 100% performance and payment bonds and possess current insurance, workers? comp coverage, DIR registration, and contractor?s license. Sukut?s listing of a Subcontractor in its bid to the agency is not to be construed as an acceptance of all of the Subcontractor?s conditions or exceptions included with Subcontractor?s price quotes. Quotations must be valid for the same duration as specified by Owner for contract award. Sukut will work supportively with all qualified subs and vendors seeking work on this project. Please contact Sukut for assistance in responding to this solicitation including obtaining bonds, insurance, and/or lines of credit. Subcontractors/Vendors will be required to sign Sukut?s Standard Subcontract/Purchase Order. Copies are available for examination. Sukut Construction, LLC is an Equal Opportunity Employer.
Date posted: 05/16/2018
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: Mercer-Fraser is currently requesting quotes from all qualified DBE subcontractors and/or suppliers for the following items of work: 1 LEAD COMPLIANCE PLAN 2 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 3 TIME-RELATED OVERHEAD (WDAY) 4 DEVELOP WATER SUPPLY 5 CONSTRUCTION AREA SIGNS 6 RETROREFLECTIVE SHEETING (TYPE XI) FOR CONSTRUCTION AREA SIGNS 7 TRAFFIC CONTROL SYSTEM 8 FLASHING BEACON (PORTABLE) 9 PORTABLE CHANGEABLE MESSAGE SIGN (EA) 10 JOB SITE MANAGEMENT 11 PREPARE STORM WATER POLLUTION PREVENTION PLAN 12 STORM WATER ANNUAL REPORT 13 MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL) 14 TEMPORARY COVER 15 TEMPORARY DRAINAGE INLET PROTECTION 16 TEMPORARY FIBER ROLL 17 TEMPORARY CONSTRUCTION ENTRANCE 18 STREET SWEEPING 19 TEMPORARY CONCRETE WASHOUT 20 TREATED WOOD WASTE 21 CONTRACTOR-SUPPLIED BIOLOGIST (LS) 22 NATURAL RESOURCE PROTECTION PLAN 23 TEMPORARY HIGH-VISIBILITY FENCE 24 CLEARING AND GRUBBING (LS) 25 DUST PALLIATIVE 26 ROADWAY EXCAVATION 27 IMPORTED BORROW (CY) 28 SOIL AMENDMENT 29 PLANT (GROUP A) 30 PLANT ESTABLISHMENT WORK 31 MOVE-IN/MOVE-OUT (EROSION CONTROL) 32 DUFF (ACRE) 33 BONDED FIBER MATRIX (SQFT) 34 FIBER ROLLS 35 COMPOST (CY) 36 INCORPORATE MATERIALS 37 CLASS 2 AGGREGATE BASE (CY) 38 MINOR HOT MIX ASPHALT 39 PLACE HOT MIX ASPHALT DIKE (TYPE C) 40 PLACE HOT MIX ASPHALT DIKE (TYPE E) 41 PLACE HOT MIX ASPHALT DIKE (TYPE F) 42 PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA) 43 REMOVE ASPHALT CONCRETE DIKE 44(F) STRUCTURAL CONCRETE, BOX CULVERT 45(F) STRUCTURAL CONCRETE, HEADWALL 46(F) BAR REINFORCING STEEL 47 24" CORRUGATED STEEL PIPE (.064" THICK) 48 30" CORRUGATED STEEL PIPE (.064" THICK) 49 30" CORRUGATED STEEL PIPE (.079" THICK) 50 36" CORRUGATED STEEL PIPE (.064" THICK) 51 36" CORRUGATED STEEL PIPE (.079" THICK) 52 42" CORRUGATED STEEL PIPE (.064" THICK) 53 42" CORRUGATED STEEL PIPE (.109" THICK) 54 48" CORRUGATED STEEL PIPE (.064" THICK) 55 48" CORRUGATED STEEL PIPE (.109" THICK) 56 54" CORRUGATED STEEL PIPE (.079" THICK) 57 54" CORRUGATED STEEL PIPE (.109" THICK) 58 60" CORRUGATED STEEL PIPE (.138" THICK) 59 66" CORRUGATED STEEL PIPE (.138" THICK) 60 72" CORRUGATED STEEL PIPE (.138" THICK) 61 78" CORRUGATED STEEL PIPE (.138" THICK) 62 84" CORRUGATED STEEL PIPE (.138" THICK) 63 102" CORRUGATED STEEL PIPE (.168" THICK) 64 108" CORRUGATED STEEL PIPE (.168" THICK) 65 36" BITUMINOUS COATED CORRUGATED STEEL PIPE (.079" THICK) 66 48" BITUMINOUS COATED CORRUGATED STEEL PIPE (.109" THICK) 67 42" X 29" CORRUGATED STEEL PIPE ARCH (.079" THICK) 68 49" X 33" CORRUGATED STEEL PIPE ARCH (.109" THICK) 69 57" X 38" CORRUGATED STEEL PIPE ARCH (.109" THICK) 70 64" X 43" CORRUGATED STEEL PIPE ARCH (.109" THICK) 71 71" X 47" CORRUGATED STEEL PIPE ARCH (.138" THICK) 72 83" X 57" CORRUGATED STEEL PIPE ARCH (.138" THICK) 73 7'-11" X 5'-7" STRUCTURAL STEEL PLATE PIPE ARCH (.138" THICK) 74 8'-2" X 5'-9" STRUCTURAL STEEL PLATE PIPE ARCH (.138" THICK) 75 10'-3" X 6'-9" STRUCTURAL STEEL PLATE PIPE ARCH (.138" THICK) 76 11'-5" X 7'-3" STRUCTURAL STEEL PLATE PIPE ARCH (.138" THICK) 77 12'-6" X 7'-11" STRUCTURAL STEEL PLATE PIPE ARCH (.138" THICK) 78 36" CORRUGATED STEEL PIPE INLET (.079" THICK) 79 36" CORRUGATED STEEL PIPE RISER (.109" THICK) 80 24" STEEL FLARED END SECTION 81 30" STEEL FLARED END SECTION 82 36" STEEL FLARED END SECTION 83 42" STEEL FLARED END SECTION 84 48" STEEL FLARED END SECTION 85 54" STEEL FLARED END SECTION 86 60" STEEL FLARED END SECTION 87 42" X 29" STEEL FLARED END PIPE ARCH SECTION 88 49" X 33" STEEL FLARED END PIPE ARCH SECTION 89 57" X 38" STEEL FLARED END PIPE ARCH SECTION 90 64"X43" STEEL FLARED END PIPE ARCH SECTION 91 83"X57" STEEL FLARED END PIPE ARCH SECTION 92 REMOVE HEADWALL 93 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN 94 REMOVE FLARED END SECTION (EA) 95 CAP RISER 96(F) ROCK SLOPE PROTECTION (1/4 T, METHOD B) (CY) 97(F) ROCK SLOPE PROTECTION (LIGHT, METHOD B) (CY) 98(F) ROCK SLOPE PROTECTION (FACING, METHODB) (CY) 99(F) ROCK SLOPE PROTECTION (1T, METHOD B) 100(F) ROCK SLOPE PROTECTION (1/2 T, METHOD B) (CY) 101 ROCK SLOPE PROTECTION FABRIC (CLASS 8) 102(F) MISCELLANEOUS IRON AND STEEL 103 SURVEY MONUMENT (TYPE D) 104 FENCE (TYPE BW, 5-STRAND, METAL POST) 105 REMOVE FENCE 106 TEMPORARY DESERT TORTOISE FENCE 107 DELINEATOR (SPECIAL) 108 GUARD RAILING DELINEATOR 109 MARKER (CULVERT) 110 RESET ROADSIDE SIGN 111 MIDWEST GUARDRAIL SYSTEM (WOOD POST) 112 VEGETATION CONTROL (MINOR CONCRETE) 113(F) CABLE RAILING 114(F) CONNECT GUARD RAILING TO STRUCTURE 115 TRANSITION RAILING (TYPE WB-31) 116 END ANCHOR ASSEMBLY (TYPE SFT) 117 SOFTSTOP TERMINAL SYSTEMS 118 REMOVE GUARDRAIL 119 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: 05/21/2018
Contractor: Las Vegas Paving Contact: Dan Peressini or Jim Witt
Address: 4420 South Decatur Blvd Las Vegas, NV 89103
Phone: 702-236-3520 Dan Fax: 702-257-9436 Email: Dan.Peressini@LasVegasPaving.com
Services needed: LVP is soliciting quotes from qualified subcontractors and suppliers, including certified DBE companies, for the following work: Biologist, Erosion Control, Survey, SWPPP, Tortoise Fence, Fencing, Guard Rail and related traffic protection items, Lead Compliance Plan, Cold Planning, Street Sweeping, Develop Water source/Hauling, Dust Palliative, Roadway Excavation, Borrow Supply, Clearing and Grubbing, Hot Mix Asphalt, Oil Supply/FOG/Prime, Rumble Strip, Striping & Marking, Structural Concrete and Reinforcing, Survey Monuments, Pipe installation and related work, Construction Area Signs, Rock Slope Protection, Traffic Control Systems, Modify Existing Electrical Systems, Materials Supply, Rental Equipment, Belly Dump Trucking, and Testing.
Requirements: All contractors/subcontractors are required to be compliant with Public Contract Code: Section 1725.5, all bids shall include the registration number. LVP is signatory with construction unions. A payment and performance bond may be required for the subcontracted amount. Upon request, assistance is available for technical questions, plans/specifications, insurance, licensing, equipment, bonding and other items. All selected subcontractors will be required to sign a standard LVP subcontract agreement which is available upon request and meet all requirements for insurance, workers compensation, environmental health and safety standards.
Date posted: 05/29/2018
Contractor: Ortiz Enterprises Incorporated Contact: ANDREW LAMPKIN
Address: 6 Cushing Way Suite 200 Irvine, CA 92618
Phone: 949 753 1414 Fax: 949 753 1477 Email: estimating@ortizent.com
Services needed: QUOTES ARE REQUESTED FROM QUALIFIED SUBCONTRACTORS AND ENCOURAGED TO SUBMIT QUOTES FOR THE FOLLOWING, BUT NOT LIMITED TO, ITEMS OF WORK: AGGREGATES (Furn), AGG_RIP RAP (FURN), ASPHALT CONC DIKE, ASPHALT PAVING, CLEARING, CONCRETE (Furn), CORRUGATED PIPE (FURN), Construction Area Signs, EROSION, FABRICS (Furn), FENCE/GUARDRAIL, HDPE PIPE (FURN), LANDSCAPE, / EROSION CONTROL, LINED DITCH (CONCRETE) MINBOR CONCRETE, , MINOR STRUC CONC, MISC METAL (Drain), REBAR, REINFORCED CONC PIPE (FURN), ROADSIDE SIGNS, SWPPP PLANS, TRAFFIC MARKING, TRUCKING, TRUCKING ? CONTAMINATED, CONSTRUCTION AREA SIGNS, DRAINAGE, EROSION CONTROL, MINOR CONCRETE, TRAFFIC CONTROL, TRUCKING, MATERIALS-ASPHALT, MISC, PERVIOUS, MATERIALS -STRUCTURE B-FILL CONCRETE
Requirements: Ortiz Enterprises Inc. estimating staff is available to assist subcontractors in obtaining bonding, Lines of credit, Insurance, necessary Equipment, Supplies, Material, or related assistance or services when requested. Subcontractors are required to furnish performance and payment bonds in the full amount of their subcontract by an admitted surety and subject to approval by Ortiz. Ortiz will pay bond premium up to 1.5%. Subcontractor shall meet all Caltrans Insurance requirements and provide Worker Compensation Wavier of Subrogation. Quotes must be valid for the same duration as specified by the owner for contract award. Plans and specs are available for viewing in our office or check the Caltrans website. Subcontractors are required to have a current contractor?s license and must be registered the Department of Industrial Relations (DIR). Ortiz Enterprises Inc. is Union Signatory Contractors and Equal Opportunity Employer. Subcontractors will be required to sign Ortiz Enterprises Inc. Standard Subcontract Agreement.
Date posted: 06/01/2018
Contractor: Granite Construction Company Contact: Joe Richardson
Address: 38000 Monroe Avenue Indio CA 92203
Phone: 760-775-7500 Fax: 760-775-8229 Email: joe.richardson@gcinc.com
Services needed: Aggregates, asphalt concrete, concrete-ready mix, concrete accessories, diesel fuel, miscellaneous metals, pre-cast concrete inlets, pipe-steel, rip rap, traffic control, geosynthetics, SWPPP, AC Dike, clear/grub, dust control, excavation, fence/guardrail, reinforcing steel, rock slope protection, storm pipe structures, sweeping, trucking-bellies, well drillers, erosion control, signs-area, signs-roadside, landscape and irrigation.
Requirements: 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.
Date posted: 06/04/2018
Contractor: Coffman Specialties, Inc. Contact: Estimating Department
Address: 9685 Via Excelencia, Ste 200 San Diego, CA 92126
Phone: 858-536-3100 Fax: 858-586-0164 Email: estimating@coffmanspecialties.com
Services needed: Coffman Specialties, Inc.CSI) is requesting quotes from all qualified subcontractors and suppliers especially certified DBE firms for the following items of work, including but not limited to: TRUCKING, EQUIPMENT RENTAL,LEADCOMPLIANCE PLAN, CONSTRUCTION AREA SIGNS, ROADSIDE SIGNS,TRAFFIC CONTROL, WATER TRUCK, EARTHWORK/GRADING/ROADWAY EXCAVATION, EROSION CONTROL, METAL BEAM GUARD RAIL (MBGR), STREET SWEEPING, REBAR, CONCRETE, MINOR CONCRETE, BIOLOGIST, CLEAR & GRUB, LANDSCAPING, ROCK SLOPE PROTECTION, UNDERGROUND STORMDRAIN, SWPPP/WPC, AGGREGATE SUPPLY AGGREGATE BASE,SURVEY/QC Plans and specs are available at no cost to interested DBE firms from the CALTRANS WEBSITE using the Project ID # 08-0R1604 and/or our San Diego Office. We are an EOE & seriously intend to negotiate with qualified firms. **Please send quotes via email to estimating@coffmanspecialties.com or via fax to (858) 586-0164 If you have any questions or need further information, please contact Marty Keane @ (858) 536-3100 or email estimating@coffmanspecialties.com
Requirements: Coffman Specialties, Inc. is signatory to Operating Engineers, Laborers, Teamsters, Cement Masons and Carpenters unions. Quotations must be valid for the same duration as specified by the Owner for contract award. Insurance and 100% Payment & Performance Bonds will be required, and will pay up to 1.5% for the cost of the bond. Waiver of Subrogation will be required. We will provide assistance/advice with obtaining Bonds/Insurance/Credit/Equipment. Subcontractors must provide contractor?s license number and Department of Industrial Relations (DIR) registration number with their quote.
Date posted: 06/04/2018
Contractor: OHL USA, Inc. Contact: Dirk Wietstock
Address: 1920 Main Street, Suite 310 Irvine, Ca, 92614
Phone: 949-242-4432 Fax: 949-231-1255 Email: Dirk.Wietstock@ohlna.com
Services needed: All work categories are open for DBE participation, including but not limited to those listed: Aggregate, Biologist, Class 2 Aggregate Base, Clear and Grub, Construction Area Signs, Corrugated Metal Pipe (CSP), Delineator, Demolition, Develop Water Supply, Dust Palliative, Equipment Rental, Fencing, Guardrail, Hot Mix Asphalt, Imported Borrow, Landscape, Lead Compliance, Minor Concrete, Miscellaneous Iron/Steel, Place Hot Mix Asphalt, Portable Message Signs, QA/QC, Ready Mix, Reinforcing Steel, Roadside Signs (Reset), Roadway Excavation, Rock Slope Protection, Street Sweeping, Structural Concrete, Structural Steel Plate Pipe, Arch & Pipe Arch, Survey Monument, SWPPP, Temporary Fencing, Traffic Control System, Trucking - Bottom Dump/End Dump/Super 10
Requirements: Compliance to Caltrans Standards and Special Provisions, including Buy America applies. 100% bonding may be required for all subcontractors. Assistance available in obtaining bonds, lines of credit, insurance, necessary equipment, supplies, materials or related assistance or services and technical assistance. Flexible time frames for performance, delivery and breaking out portions of work into economically feasible packages to encourage participation may be discussed. Additional assistance is available through the City of Los Angeles Contractor Development and Bonding Program for more information visit www.LAConDev.com or call 213/258-3000. OHL USA, Inc. intends to conduct itself in ?good faith? with all categories of disadvantaged, small, minority and women firms regarding participation on this project, therefore please send your certifications prior to quotes. Subcontractors are required to be registered with the Department of Industrial Relations (DIR), as required by Public Contract Code Section 1725.5, please furnish DIR Number with your quote submittal. Conditions or exceptions in Subcontractor?s quote are expressly rejected unless accepted in writing. Plans & Specs are available at OHL offices from 7:00 am - 5:00 pm Monday through Friday at - 1920 MAIN ST. SUITE 310 IRVINE, CA 92614 Or by using the dropbox link (contact OHL Estimating for link). OHL USA, Inc. is an AAE/EOE.
Date posted: 06/06/2018
Contractor: SEMA Construction, Inc. Contact: Estimating
Address: 320 Goddard Way, Ste. 150 Irvine, CA 92618
Phone: 949-470-0500 Fax: 949-788-9200 Email: estimating.ca@semaconstruction.com
Services needed: LEAD COMPLIANCE PLAN, PROGRESS SCHEDULE (CRITICAL PATH METHOND), TIME-RELATED OVERHEAD (WDAY), DEVELOP WATER SUPPLY, CONSTRUCTION AREA SIGNS, RETROREFLECTIVE SHEETING (TYPE XI) FOR CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, FLASHING BEACON (PORTABLE), PORTABLE CHANGEABLE MESSAGE SIGN (EA), JOB SITE MANAGEMENT, PREPARE STORM WATER POLLUTION PREVENTION PLAN, STORM WATER ANNUAL REPORT, MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL), TEMPORARY COVER, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY CONSTRUCTION ENTRANCE, STREET SWEEPING, TEMPORARY CNCRETE WASHOUT, TREATED WOOD WASTE, CONTRACTOR-SUPPLIED BIOLOGIST (LS), NATURAL RESOURCE PROTECTION PLAN, TEMPORARY HIGH-VISIBILITY FENCE, CLEARING AND GRUBBING (LS), DUST PALLIATIVE, ROADWAY EXCAVATION, IMPORTED BORROW (CY), SOIL AMENDMENT, PLANT (GROUP A), PLANT ESTABLISHMENT WORK, MOVE-IN/MOVE-OUT (EROSION CONTROL), DUFF (ACRE), BONDED FIBER MATRIX (SQFT), FIBER ROLLS, COMPOST (CY), INCORPORATE MATERIALS, CLASS 2 AGGREGATE BASE (CY), MINOR HOT MIX ASPHALT, PLACE HOT MIX ASPHALT DIKE (TYPE C), PLACE HOT MIX ASPHALT DIKE (TYPE E), PLACE HOT MIX ASPHALT DIKE (TYPE F), PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA), REMOVE ASPHALT CONCRETE DIKE, STRUCTURAL CONCRETE, BOX CULVERT, STRUCTURAL CONCRETE, HEADWALL, BAR REINFORCING STEEL, 24? CORRUGATED STEEL PIPE (.064? THICK), 30? CORRUGATED STEEL PIPE (.064? THICK), 30? CORRUGATED STEEL PIPE (.079? THICK), 36? CORRUGATED STEEL PIPE (.064? THICK), 36? CORRUGATED STEEL PIPE (.079? THICK), 42" CORRUGATED STEEL PIPE (.064" THICK), 42" CORRUGATED STEEL PIPE (.109" THICK), 48" CORRUGATED STEEL PIPE (.064" THICK), 48" CORRUGATED STEEL PIPE (.109" THICK), 54" CORRUGATED STEEL PIPE (.079" THICK), 54" CORRUGATED STEEL PIPE (.109" THICK), 60" CORRUGATED STEEL PIPE (.138" THICK), 66" CORRUGATED STEEL PIPE (.138" THICK), 72" CORRUGATED STEEL PIPE (.138" THICK), 78" CORRUGATED STEEL PIPE (.138" THICK), 84" CORRUGATED STEEL PIPE (.138" THICK), 102" CORRUGATED STEEL PIPE (.168" THICK), 108" CORRUGATED STEEL PIPE (.168" THICK), 36" BITUMINOUS COATED CORRUGATED STEEL PIPE (.079? THICK), 48" BITUMINOUS COATED CORRUGATED STEEL PIPE (.109" THICK), 42" X 29" CORRUGATED STEEL PIPE ARCH (.079" THICK), 49" X 33" CORRUGATED STEEL PIPE ARCH (.109" THICK), 57" X 38" CORRUGATED STEEL PIPE ARCH (.109" THICK), 64" X 43" CORRUGATED STEEL PIPE ARCH (.109" THICK), 71" X 47" CORRUGATED STEEL PIPE ARCH (.138" THICK), 83" X 57" CORRUGATED STEEL PIPE ARCH (.138" THICK), 7'-11" X 5'-7" STRUCTURAL STEEL PLATE PIPE ARCH (.138" THICK), 8'-2" X 5'-9" STRUCTURAL STEEL PLATE PIPE ARCH (.138" THICK), 10'-3" X 6'-9" STRUCTURAL STEEL PLATE PIPE ARCH (.138" THICK), 11'-5" X 7'-3" STRUCTURAL STEEL PLATE PIPE ARCH (.138" THICK), 12'-6" X 7'-11" STRUCTURAL STEEL PLATE PIPE ARCH (.138" THICK), 36" CORRUGATED STEEL PIPE INLET (.079" THICK), 36" CORRUGATED STEEL PIPE RISER (.109" THICK), 24? STEEL FLARED END SECTION, 30? STEEL FLARED END SECTION, 36? STEEL FLARED END SECTION, 42? STEEL FLARED END SECTION, 48? STEEL FLARED END SECTION, 54? STEEL FLARED END SECTION, 60? STEEL FLARED END SECTION, 42" X 29" STEEL FLARED END PIPE ARCH SECTION, 49? X 33? STEEL FLARED END PIPE ARCH SECTION, 57? X 38? STEEL FLARED END PIPE ARCH SECTION, 64? X 43? STEEL FLARED END PIPE ARCH SECTION, 83? X 57? STEEL FLARED END PIPE ARCH SECTION, REMOVE HEADWALL, REMOVE ASPHALT CONCRETE OVERSIDE DRAIN, REMOVE FLARED END SECTION (EA), CAP RISER, ROCK SLOPE PORTECTION (1/4 T, METHOD B) (CY), ROCK SLOPE PROTECTION (LIGHT, METHOD B) (CY), ROCK SLOPE PROTECTION (FACING, METHOD B) (CY), ROCK SLOPE PROTECTION (1T, METHOD B), ROCK SLOPE PROTECTION (1 ? T, METHOD B) (CY), ROCK SLOPE PROTECTION FABRIC (CLASS 8), MISCELLANEOUS IRON AND STEEL, SURVEY MONUMENT (TYPE D), FENCE (TYPE BW, 5-STRAND, METAL POST), REMOVE FENCE, TEMPORARY DESERT TORTOISE FENCE, DELINEATOR (SPECIAL), GUARD RAILING DELINEATOR, MARKER (CULVERT), RESET ROADSIDE SIGN, MIDWEST GUARDRAIL SYSTEM (WOOD POST), VEGETATION CONTROL (MINOR CONCRETE), CABLE RAILING, CONNECT GUARD RAILING TO STRUCTURE, TRANSITION RAILING (TYPE WB-31), END ANCHOR ASSEMBLY (TYPE SFT), SORTSTOP TERMINAL SYSTEMS, REMOVE GUARDRAIL, MOBILIZATION,
Requirements: SEMA Construction is an equal opportunity employer; we seek quotes from all minority businesses. Please encourage lower tier DBE suppliers to provide quotes. Per current state regulations, please provide a current DIR number and expiration date with your quote. Please contact us if you need assistance in obtaining bonding, lines of credit, insurance, necessary equipment, supplies, materials, or related services. You can visit our website at www.semaconstruction.com or contact us at the phone number listed above.
Date posted: 06/06/2018
Contractor: Leverage Contact: Katie Redding
Address: PO Box 3058 Auburn, CA 95604
Phone: 530-701-6421 Fax: 530-605-2771 Email: katie@governmentleverage.com
Services needed: We are professional bid writers who can write & submit your bid. We can also fulfill your DVBE requirements. We provide many other services that you may find helpful such as: General Construction (B1020276) Small Business registration DVBE and SDVOSB registrations Attend Pre-Bid Meetings and Public Bid Openings Hand deliver proposals Dun & Bradstreet Number Contract/Certificate Tracking/Monitoring Book Keeping/Payroll Progress Billing Invoicing/Accounts Receivable Employee Reports Bill Paying/Accounts Payable Administrative work Certified Payroll and Prevailing Wage Reporting
Requirements:
Date posted: 06/07/2018
Contractor: Griffith Company Contact: Katherine Lovetere
Address: 12200 Bloomfield Avenue, Santa Fe Springs CA 90670
Phone: 562-929-1128 Fax: 562-864-8970 Email: klovetere@griffithcompany.net
Services needed: Griffith Company 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, PROGRESS SCHEDULE (CRITICAL PATH METHOD), TIME-RELATED OVERHEAD (WDAY), DEVELOP WATER SUPPLY, CONSTRUCTION AREA SIGNS, RETROREFLECTIVE SHEETING (TYPE XI) FOR CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, FLASHING BEACON (PORTABLE), PORTABLE CHANGEABLE MESSAGE SIGN (EA), JOB SITE MANAGEMENT, PREPARE STORM WATER POLLUTION PREVENTION PLAN, STORM WATER ANNUAL REPORT, MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL), TEMPORARY COVER, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY CONSTRUCTION ENTRANCE, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, TREATED WOOD WASTE, CONTRACTOR-SUPPLIED BIOLOGIST (LS), NATURAL RESOURCE PROTECTION PLAN, TEMPORARY HIGH-VISIBILITY FENCE, CLEARING AND GRUBBING (LS), DUST PALLIATIVE, ROADWAY EXCAVATION, IMPORTED BORROW (CY), SOIL AMENDMENT, PLANT (GROUP A), PLANT ESTABLISHMENT WORK, MOVE-IN/MOVE-OUT (EROSION CONTROL), DUFF (ACRE), BONDED FIBER MATRIX (SQFT), FIBER ROLLS, COMPOST (CY), INCORPORATE MATERIALS, CLASS 2 AGGREGATE BASE (CY), MINOR HOT MIX ASPHALT, PLACE HOT MIX ASPHALT DIKE (TYPE C), PLACE HOT MIX ASPHALT DIKE (TYPE E), PLACE HOT MIX ASPHALT DIKE (TYPE F), PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA), REMOVE ASPHALT CONCRETE DIKE, STRUCTURAL CONCRETE, BOX CULVERT, STRUCTURAL CONCRETE, HEADWALL, BAR REINFORCING STEEL, 24" CORRUGATED STEEL PIPE (.064" THICK), 30" CORRUGATED STEEL PIPE (.064" THICK), 30" CORRUGATED STEEL PIPE (.079" THICK), 36" CORRUGATED STEEL PIPE (.064" THICK), 36" CORRUGATED STEEL PIPE (.079" THICK), 42" CORRUGATED STEEL PIPE (.064" THICK), 42" CORRUGATED STEEL PIPE (.109" THICK), 48" CORRUGATED STEEL PIPE (.064" THICK), 48" CORRUGATED STEEL PIPE (.109" THICK), 54" CORRUGATED STEEL PIPE (.079" THICK), 54" CORRUGATED STEEL PIPE (.109" THICK), 60" CORRUGATED STEEL PIPE (.138" THICK), 66" CORRUGATED STEEL PIPE (.138" THICK), 72" CORRUGATED STEEL PIPE (.138" THICK), 78" CORRUGATED STEEL PIPE (.138" THICK), 84" CORRUGATED STEEL PIPE (.138" THICK), 102" CORRUGATED STEEL PIPE (.168" THICK), 108" CORRUGATED STEEL PIPE (.168" THICK), 36" BITUMINOUS COATED CORRUGATED STEEL PIPE (.079" THICK), 48" BITUMINOUS COATED CORRUGATED STEEL PIPE (.109" THICK), 42" X 29" CORRUGATED STEEL PIPE ARCH (.079" THICK), 49" X 33" CORRUGATED STEEL PIPE ARCH (.109" THICK), 57" X 38" CORRUGATED STEEL PIPE ARCH (.109" THICK), 64" X 43" CORRUGATED STEEL PIPE ARCH (.109" THICK), 71" X 47" CORRUGATED STEEL PIPE ARCH (.138" THICK), 83" X 57" CORRUGATED STEEL PIPE ARCH (.138" THICK), 7'-11" X 5'-7" STRUCTURAL STEEL PLATE PIPE ARCH (.138" THICK), 8'-2" X 5'-9" STRUCTURAL STEEL PLATE PIPE ARCH (.138" THICK), 10'-3" X 6'-9" STRUCTURAL STEEL PLATE PIPE ARCH (.138" THICK), 11'-5" X 7'-3" STRUCTURAL STEEL PLATE PIPE ARCH (.138" THICK), 12'-6" X 7'-11" STRUCTURAL STEEL PLATE PIPE ARCH (.138" THICK), 36" CORRUGATED STEEL PIPE INLET (.079" THICK), 36" CORRUGATED STEEL PIPE RISER (.109" THICK), 24" STEEL FLARED END SECTION, 30" STEEL FLARED END SECTION, 36" STEEL FLARED END SECTION, 42" STEEL FLARED END SECTION, 48" STEEL FLARED END SECTION, 54" STEEL FLARED END SECTION, 60" STEEL FLARED END SECTION, 42" X 29" STEEL FLARED END PIPE ARCH SECTION, 49" X 33" STEEL FLARED END PIPE ARCH SECTION, 57" X 38" STEEL FLARED END PIPE ARCH SECTION, 64"X43" STEEL FLARED END PIPE ARCH SECTION, 83"X57" STEEL FLARED END PIPE ARCH SECTION, REMOVE HEADWALL, REMOVE ASPHALT CONCRETE OVERSIDE DRAIN, REMOVE FLARED END SECTION (EA), CAP RISER, ROCK SLOPE PROTECTION (1/4 T, METHOD B) (CY), ROCK SLOPE PROTECTION (LIGHT, METHOD B) (CY), ROCK SLOPE PROTECTION (FACING, METHOD B) (CY), ROCK SLOPE PROTECTION (1T, METHOD B), ROCK SLOPE PROTECTION (1/2 T, METHOD B) (CY), ROCK SLOPE PROTECTION FABRIC (CLASS 8), MISCELLANEOUS IRON AND STEEL, SURVEY MONUMENT (TYPE D), FENCE (TYPE BW, 5-STRAND, METAL POST), REMOVE FENCE, TEMPORARY DESERT TORTOISE FENCE, DELINEATOR (SPECIAL), GUARD RAILING DELINEATOR, MARKER (CULVERT), RESET ROADSIDE SIGN, MIDWEST GUARDRAIL SYSTEM (WOOD POST), VEGETATION CONTROL (MINOR CONCRETE), CABLE RAILING, CONNECT GUARD RAILING TO STRUCTURE, TRANSITION RAILING (TYPE WB-31), END ANCHOR ASSEMBLY (TYPE SFT), SOFTSTOP TERMINAL SYSTEMS, REMOVE GUARDRAIL, MOBILIZATION. Griffith Company will work with interested subcontractors to identify opportunities to break down items into economically feasible packages.
Requirements: Requirements: Griffith Company is signatory to Operating Engineers, Laborers, Teamsters, Cement Masons, and Carpenters Unions. 100% performance and payment bonds required for the full amount of the subcontract price. Subcontractors must possess a current contractor?s license, insurance and worker?s compensation insurance coverage meeting Griffith?s requirements. A copy of the insurance requirements and agreements can be obtained by contacting the Estimator. Please call if you need assistance in obtaining bonding, insurance, equipment, materials, and/or supplies. Griffith Company intends to work cooperatively with all qualified firms seeking work on this project. Griffith Company is an Equal Opportunity Employer.
Date posted: 06/15/2018
Contractor: Steve Manning Construction, Inc. Contact: Bill Spoon
Address: 5211 Churn Creek Road Redding, CA 96002
Phone: 530-222-0810 Fax: 530-222-4908 Email: admin@smci-const.com
Services needed: Steve Manning Construction is requesting quotes from all qualified subcontractors and suppliers including certified DBE firms. Items of particular interest are: LEAD COMPLIANCE PLAN, PROGRESS SCHEDULE, DEVELOP WATER SUPPLY, CAS, RETROREFLECTIVE SHEETING (TYPE XI) FOR CAS, TCS, FLASHING BEACON, PCMS, PREPARE SWPPP, STORM WATER ANNUAL REPORT, MOB TEMP EROSION CONTROL, TEMP COVER, TEMP DRAINAGE INLET PROTECTION, TEMP FIBER ROLL, TEMP CONSTRUCTION ENTRANCE, STREET SWEEPING, TEMP CONCRETE WASHOUT, TREATED WOOD WASTE, CONTRACTOR SUPPLIED BIOLOGIST, NATURAL RESOURCE PROTECTION PLAN, TEMP HIGH VIS FENCE, DUST PALLIATIVE, IMPORTED BORROW, SOIL AMENDMENT, PLANT GRP A, PLANT ESTABLISHMENT WORK, MOB EROSION CONTROL, DUFF, BONDED FIBER MATRIX, FIBER ROLLS, COMPOST, INCORPORATE MATERIALS, CLASS 2 AGG BASE, MINOR HMA, PLACE HMA TYPE C, PLACE HMA TYPE E, PLACE HMA DIKE TYPE F, PLACE HMA DIKE MISC., REMOVE ASPHALT CONCRETE DIKE, STRUCTURAL CONCRETE BOX CULVERT, STRUCTURAL CONCRETE HEADWALL, BAR REINFORCING STEEL, 24", 30", 36", 42" & 48" CORRUGATED STEEL PIPE .064" THICK, 30", 36" & 54" CORRUGATED STEEL PIPE 0.79" THICK, 42", 48" & 54" CORRUGATED STEEL PIPE .109" THICK, 60", 66", 72", 78" & 84" CORRUGATED STEEL PIPE .138" THICK, 102" & 108" CORRUGATED STEEL PIPE .168" THICK, 36" BITUMINOUS COATED CORRUGATED STEEL PIPE, 48" BITUMINOUS COATED CORRUGATED STEEL PIPE .109" THICK, 42" X 29" CORRUGATED STEEL PIPE ARCH .079" THICK, 49"X33", 57"X38" & 64"X43" CORRUGATED STEEL PIPE ARCH .109" THICK, 71"X47" & 83"X57" CORRUGATED STEEL PIPE ARCH .138" THICK, 7'-11"X5'-7", 8'-2"X 5'-9", 10'-3"X6'-9", 11'-5"X7'-3" & 12'-6"X7'-11" STRUCTURAL STEEL PLATE PIPE ARCH .138" THICK, 36" CORRUGATED STEEL PIPE INLET .079" THICK, 36" CORRUGATED STEEL PIPE RISER .109" THICK, 24", 30", 36", 42", 48", 54" & 60" STEEL FLARED END SECTION, 42"X29", 49"X33", 57"X38", 64"X43" & 83"X57" STEEL FLARED END PIPE ARCH SECTION, REMOVE HEADWALL, REMOVE ASPHALT CONCRETE OVERSIDE DRAIN, REMOVE FLARED END SECTION, CAP RISER, RSP (1/4 T, METHOD B), RSP (LIGHT, METHOD B), RSP (FACING, METHOD B), RSP (1T, METHOD B), RSP (1/2T, MEHTOD B), RSP CLASS 8, MISC. IRON & STEEL, SURVEY MONUMENT, FENCE, REMOVE FENCE, TEMP DESERT TORTOISE FENCE, DELINEATOR, GUARD RAILING DELINEATOR, MARKER, RESET ROADSIDE SIGN, MIDWEST GUARDRAIL SYSTEM, VEGETATION CONTROL, CABLE RAILING, CONNECT GUARD RAILNG TO STRUCTURE, TRANSITION RAILING, END ANCHOR ASSEMBLY, SOFTSTOP TERMINAL SYSTEMS, REMOVE GUARDRAIL, MOB
Requirements: Steve Manning Construction is a Union signatory contractor, as such all subcontractors must be signatory or willing to sign. We are an equal opportunity employer. Subcontractors must possess a current contractor?s license, DIR registration, insurance coverage, and worker?s compensation for the entire length of the contract. 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 5211 Churn Creek Rd. Redding CA 96002 or call if you need any additional project information. Steve Manning Construction, Inc. will work cooperatively with all qualified subcontractors and suppliers interested in work on this project to identify opportunities to break items into economically feasible packages.
Date posted: 06/19/2018