Listing for all primes seeking assistance with project 02-0H6304. 5 results found.
Contractor: Granite Construction Company Contact: Terry Long
Address: 1900 Glendale Ave Sparks, NV 89431
Phone: 775-358-8792 Fax: 775-358-0372 Email: granitenevadabidinfo@gcinc.com
Services needed: REQUEST FOR QUOTES - Granite is looking for DBE,DVBE and SBR+E subcontractors and suppliers for the following trades, however, quotes will be accepted for all bid items. EROSION CONTROL, TRUCKING, ASPHALT MILLING, GUARDRAIL, AGGREGATES, SHOULDER BACKING, PROFILOGRAPH, STRIPING, SIGNS, TRAFFIC CONTROL, CONSTRUCTION AREA SIGNS AND LEAD COMPLIANCE PLAN.
Requirements: Granite Construction Company is Union Signatory, We intend to negotiate in good faith with all qualified DBE subcontractors. Any item of work, portion of item or combination thereof will be considered. Performance, Payment Bonds, Workers Comp and a current California Contractors license will be required. Assistance with bonding and insurance is available. Assistance may also be available for equipment, supplies and materials.
Date posted: 05/07/2018
Contractor: Stimpel-Wiebelhaus Associates, Inc Contact: Marshall Harmon
Address: 1168 Industrial St. Redding, CA, 96002
Phone: 530-356-4454 Fax: 530-223-3879 Email: marshall@stimpel.net
Services needed: SWA is seeking quotes from all qualified subcontractors and suppliers including but not limited to certified DBE's for the following items: LEAD COMPLIANCE PLAN, PROGRESS SCHEDULE (CRITICAL PATH METHOD), DEVELOP WATER SUPPLY CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM PORTABLE CHANGEABLE MESSAGE SIGN (LS), JOB SITE MANAGEMENT, PREPARE STORM WATER POLLUTION PREVENTION PLAN, RAIN EVENT ACTION PLAN, STORM WATER SAMPLING AND ANALYSIS DAY, STORM WATER ANNUAL REPORT, TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX), TEMPORARY CONCRETE WASHOUT, TREATED WOOD WASTE, CONTRACTORSUPPLIED BIOLOGIST (DAY), TEMPORARY HIGH-VISIBILITY FENCE, CLEARING AND GRUBBING (LS), DUST PALLIATIVE, ROADWAY EXCAVATION, SHOULDER BACKING, DITCH EXCAVATION, DUFF (SQFT), ROLLED EROSION CONTROL PRODUCT (NETTING)(FLAP), HYDROMULCH, HYDROMULCH (FRM), FIBER ROLLS, HYDROSEED, HYDROSEED (HBGM), COMPOST (CY), SOIL TESTING, INCORPORATE MATERIALS, PERMANENT EROSION CONTROL ESTABLISHMENT WORK, FINISHING ROADWAY, CLASS 2 AGGREGATE BASE (CY), HOT MIX ASPHALT (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE C), PLACE HOT MIX ASPHALT DIKE (TYPE E), PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA), TACK COAT, COLD PLANE ASPHALT CONCRETE PAVEMENT, STRUCTURAL CONCRETE, HEADWALL, STRUCTURAL CONCRETE, DRAINAGE INLET, MINOR CONCRETE (MINOR STRUCTURE), 18" ALTERNATIVE PIPE CULVERT, 24" ALTERNATIVE PIPE CULVERT, 36" ALTERNATIVE PIPE CULVERT, 18" CORRUGATED STEEL PIPE (.109" THICK), 24" CORRUGATED STEEL PIPE (.109" THICK), 36" CORRUGATED STEEL PIPE (.168" THICK), 18" CORRUGATED STEEl PIPE DOWNDRAIN (.109" THICK), 24" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK), 18" ANCHOR ASSEMBLY, 24" ANCHOR ASSEMBLY, 36" CORRUGATED STEEL PIPE INLET (.168" THICK), 18" ALTERNATIVE FLARED END SECTION, ABANDON CULVERT (LF), REMOVE CULVERT (LF), REMOVE DOWNDRAIN (EA), REMOVE INLET, SAND BACKFILL, ROCK SLOPE PROTECTION (3T, CLASS X, METHOD A), 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), MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION), MISCELLANEOUS IRON AND STEEL, OBLITERATE SURFACING, DELINEATOR (CLASS 2), MILEPOST MARKER, MARKER (CULVERT), OBJECT MARKER (TYPE L-1), REMOVE MARKER, REMOVE ROADSIDE SIGN, ROADSIDE SIGN - ONE POST, FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), RETROREFLECTIVE SHEETING (TYPE XI), MIDWEST GUARDRAIL SYSTEM (STEEL POST), CABLE RAILING, END ANCHOR ASSEMBLY (TYPE SFT), END ANCHOR ASSEMBLY (TYPE B), ALTERNATIVE IN-LINE TERMINAL SYSTEM, REMOVE GUARDRAIL, 6" THERMOPLASTIC TRAFFIC STRIPE, 8" THERMOPLASTIC TRAFFIC STRIPE, THERMOPLASTIC PAVEMENT MARKING, MOBILIZATION
Requirements: STIMPEL-WIEBELHAUS ASSOCIATES, INC. (SWA) WILL WORK WITH INTERESTED SUBCONTRACTORS TO IDENTIFY OPPORTUNITIES TO BREAK DOWN ITEMS INTO ECONOMICALLY FEASIBLE PACKAGES TO ENCOURAGE MINORITY CONTRACTOR PARTICIPATION. SWA IS A UNION SIGNATORY CONTRACTOR AND SUBS SHALL BE REQUIRED TO BE OR TO SIGN AN APPROVED ONE TIME TERMS/CONDITIONS AGREEMENT PLANS AND SPECIFICATIONS ARE AVAILABLE FOR VIEWING AT OUR OFFICE OR CAN BE DOWNLOADED FROM THE OWNERS WEBSITE. PLEASE CONTACT SWA FOR ANY FUTHER ASSISTANCE AND IF ANY HELP IS NEEDDED IN OBTAINING BONDING, INSURANCE, EQUIPMENT, MATERIALS, OR SUPPLIES SWA INTENDS TO WORK COOPERATIVELY WITH ALL QUALIFIED FIRMS SEEKING TO WORK ON THIS PROJECT. WE ARE AN EQUAL OPPORTUNITY EMPLOYER AND WILL CONSIDER ANY AND ALL BIDS THAT MAY BE SUBMITTED
Date posted: 05/01/2018
Contractor: Hat Creek Construction & Materials, Inc. Contact: Amber DeMarco
Address: 24339 Hwy 89 N. Burney, Ca. 96013
Phone: 530-335-5501 Fax: 530-335-5510 Email: amber@hatcreekconstruction.com
Services needed: Hat Creek Construction & Materials, Inc. is requesting quotes from qualified DVBE/DBE/UDBE/SBE subcontractors and suppliers for the following bid items for this project: 1) LEAD COMPLIANCE PLAN, PROGRESS SCHEDULE (CRITICAL PATH METHOD), DEVELOP WATER SUPPLY CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM PORTABLE CHANGEABLE MESSAGE SIGN (LS), JOB SITE MANAGEMENT, PREPARE STORM WATER POLLUTION PREVENTION PLAN, RAIN EVENT ACTION PLAN, STORM WATER SAMPLING AND ANALYSIS DAY, STORM WATER ANNUAL REPORT, TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX), TEMPORARY CONCRETE WASHOUT, TREATED WOOD WASTE, CONTRACTORSUPPLIED BIOLOGIST (DAY), TEMPORARY HIGH-VISIBILITY FENCE, CLEARING AND GRUBBING (LS), DUST PALLIATIVE, ROADWAY EXCAVATION, SHOULDER BACKING, DITCH EXCAVATION, DUFF (SQFT), ROLLED EROSION CONTROL PRODUCT (NETTING)(FLAP), HYDROMULCH, HYDROMULCH (FRM), FIBER ROLLS, HYDROSEED, HYDROSEED (HBGM), COMPOST (CY), SOIL TESTING, INCORPORATE MATERIALS, PERMANENT EROSION CONTROL ESTABLISHMENT WORK, FINISHING ROADWAY, CLASS 2 AGGREGATE BASE (CY), HOT MIX ASPHALT (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE C), PLACE HOT MIX ASPHALT DIKE (TYPE E), PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA), TACK COAT, COLD PLANE ASPHALT CONCRETE PAVEMENT, STRUCTURAL CONCRETE, HEADWALL, STRUCTURAL CONCRETE, DRAINAGE INLET, MINOR CONCRETE (MINOR STRUCTURE), 18" ALTERNATIVE PIPE CULVERT, 24" ALTERNATIVE PIPE CULVERT, 36" ALTERNATIVE PIPE CULVERT, 18" CORRUGATED STEEL PIPE (.109" THICK), 24" CORRUGATED STEEL PIPE (.109" THICK), 36" CORRUGATED STEEL PIPE (.168" THICK), 18" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK), 24" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK), 18" ANCHOR ASSEMBLY, 24" ANCHOR ASSEMBLY, 36" CORRUGATED STEEL PIPE INLET (.168" THICK), 18" ALTERNATIVE FLARED END SECTION, ABANDON CULVERT (LF), REMOVE CULVERT (LF), REMOVE DOWNDRAIN (EA), REMOVE INLET, SAND BACKFILL, ROCK SLOPE PROTECTION (3T, CLASS X, METHOD A), 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), MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION), MISCELLANEOUS IRON AND STEEL, OBLITERATE SURFACING, DELINEATOR (CLASS 2), MILEPOST MARKER, MARKER (CULVERT), OBJECT MARKER (TYPE L-1), REMOVE MARKER, REMOVE ROADSIDE SIGN, ROADSIDE SIGN - ONE POST, FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), RETROREFLECTIVE SHEETING (TYPE XI), MIDWEST GUARDRAIL SYSTEM (STEEL POST), CABLE RAILING, END ANCHOR ASSEMBLY (TYPE SFT), END ANCHOR ASSEMBLY (TYPE B), ALTERNATIVE IN-LINE TERMINAL SYSTEM, REMOVE GUARDRAIL, 6" THERMOPLASTIC TRAFFIC STRIPE, 8" THERMOPLASTIC TRAFFIC STRIPE, THERMOPLASTIC PAVEMENT MARKING, MOBILIZATION plans and specifications can be obtained from the Caltrans website http://www.dot.ca.gov/hq/esc/oe/weekly_ads/index.php
Requirements: Subcontractors must possess current contractor?s license, insurance and workers compensation meeting Hat Creek Construction?s requirements. Payment and performance bonds may be required. Subcontractors will be subject to the terms and conditions of Hat Creek?s subcontract agreement and safety standards. If you need assistance in obtaining bonds, insurance, equipment, materials and/or supplies please contact our office or visit our website www.hatcreekconstruction.com for more information. Hat Creek Construction & Materials, Inc. is an equal opportunity employer and intends to work cooperatively with all qualified firms seeking work on this project.
Date posted: 05/07/2018
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, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, PORTABLE CHANGEABLE MESSAGE SIGN, PREPAIR SWPPP, REAP, STORM WATER SAMPLING & ANALYSIS DAY, STORM WATER ANNUAL REPORT, TEMP HYDRAULIC MULCH, TEMP CONCRETE WASHOUT, TREATED WOOD WASTE, CONTRACTOR SUPPLIED BIOLOGIST, TEMP HIGH-VISIBILITY FENCE, DUST PALLIATIVE, SHOULDER BACKING, DUFF, ROLLED EROSION CONTROL PRODUCT, HYDROMULCH, HYDROMULCH-(FRM), FIBER ROLLS, HYDROSEED, HYDROSEED (HBGM), COMPOST, SOIL TESTING, PERMANENT EROSION CONTROL STABLISHMENT WORK, FINISHING ROADWAY, CLASS 2 AGG BASE, HMA (TYPE A), PLACE HMA DIKE (TYPE A) (TYPE C) (TYPE E), HMA MISC. AREAS, TACK COAT, COLD PLAN ASPHALT CONCRETE PAVEMENT, STRUCTURAL CONCRETE HEADWALL, STRUCTURAL CONCRETE DRAINAGE INLET, MINOR CONCRETE, 18? 24? 36? ALT. PIPE CULVERT, 18? 24? 36? CORRUGATED STEEL PIPE, 18? 24? CORRUGATED STEEL PIPE DOWNDRAIN, 18? 24? ANCHOR ASSEMBLY, 36? CORRUGATED STEEL PIPE INLET, 18? ALT. FLARED END SECTION, ABANDON CULVERT, REMOVE CULVERT, REMOVE DOWNDRAIN, REMOVE INLET, SAND BACKFILL, RSP (3T, CLASS X, METHOD A), RSP (1/4T, CLASS V, METHOD B), RSP (60LB, CLASS II, METHOD B), RSP (20LB, CLASS I, METHOD B), RSP FABRIC, MINOR CONCRETE, MISC. IRON & STEEL, OBLITERATE SURFACING, DELINEATOR, MILEPOST MARKER, MARKER CULVERT, OBJECT MARKER, REMOVE MARKER, REMOVE ROADSIDE SIGN, ROADSIDE SIGN ? ONE POST, FURNISH SINGLE SHEET ALUMINUM SIGN, FOR RETROREFLECTIVE SHEETING, RETROREFLECTIVE SHEETING, MIDWEST GUARDRAIL SYSTEM, CABLE RAILING, END ANCHOR ASSEMBLY (TYPE SFT & TYPE B), ALT. IN-LINE TERMINAL SYSTEM, REMOVE GUARDRAIL, 6? 8? THERMOPLASTIC TRAFFIC STRIPE, THERMOPLASTIC PAVEMENT MARKING, MOBILIZATION
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: 05/16/2018
Contractor: Knife River Construction Contact: Marc Madsen
Address: 1764 Skyway Chico, CA 95928
Phone: 530-891-6555 Fax: 530-894-6220 Email: marc.madsen@kniferiver.com
Services needed: Knife River Construction 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), DEVELOP WATER SUPPLY CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM PORTABLE CHANGEABLE MESSAGE SIGN (LS), JOB SITE MANAGEMENT, PREPARE STORM WATER POLLUTION PREVENTION PLAN, RAIN EVENT ACTION PLAN, STORM WATER SAMPLING AND ANALYSIS DAY, STORM WATER ANNUAL REPORT, TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX), TEMPORARY CONCRETE WASHOUT, TREATED WOOD WASTE, CONTRACTORSUPPLIED BIOLOGIST (DAY), TEMPORARY HIGH-VISIBILITY FENCE, CLEARING AND GRUBBING (LS), DUST PALLIATIVE, ROADWAY EXCAVATION, SHOULDER BACKING, DITCH EXCAVATION, DUFF (SQFT), ROLLED EROSION CONTROL PRODUCT (NETTING)(FLAP), HYDROMULCH, HYDROMULCH (FRM), FIBER ROLLS, HYDROSEED, HYDROSEED (HBGM), COMPOST (CY), SOIL TESTING, INCORPORATE MATERIALS, PERMANENT EROSION CONTROL ESTABLISHMENT WORK, FINISHING ROADWAY, CLASS 2 AGGREGATE BASE (CY), HOT MIX ASPHALT (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE C), PLACE HOT MIX ASPHALT DIKE (TYPE E), PLACE HOT MIX ASPHALT (MISCELLANEOUS AREA), TACK COAT, COLD PLANE ASPHALT CONCRETE PAVEMENT, STRUCTURAL CONCRETE, HEADWALL, STRUCTURAL CONCRETE, DRAINAGE INLET, MINOR CONCRETE (MINOR STRUCTURE), 18" ALTERNATIVE PIPE CULVERT, 24" ALTERNATIVE PIPE CULVERT, 36" ALTERNATIVE PIPE CULVERT, 18" CORRUGATED STEEL PIPE (.109" THICK), 24" CORRUGATED STEEL PIPE (.109" THICK), 36" CORRUGATED STEEL PIPE (.168" THICK), 18" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK), 24" CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK), 18" ANCHOR ASSEMBLY, 24" ANCHOR ASSEMBLY, 36" CORRUGATED STEEL PIPE INLET (.168" THICK), 18" ALTERNATIVE FLARED END SECTION, ABANDON CULVERT (LF), REMOVE CULVERT (LF), REMOVE DOWNDRAIN (EA), REMOVE INLET, SAND BACKFILL, ROCK SLOPE PROTECTION (3T, CLASS X, METHOD A), 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), MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION), MISCELLANEOUS IRON AND STEEL, OBLITERATE SURFACING, DELINEATOR (CLASS 2), MILEPOST MARKER, MARKER (CULVERT), OBJECT MARKER (TYPE L-1), REMOVE MARKER, REMOVE ROADSIDE SIGN, ROADSIDE SIGN - ONE POST, FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), RETROREFLECTIVE SHEETING (TYPE XI), MIDWEST GUARDRAIL SYSTEM (STEEL POST), CABLE RAILING, END ANCHOR ASSEMBLY (TYPE SFT), END ANCHOR ASSEMBLY (TYPE B), ALTERNATIVE IN-LINE TERMINAL SYSTEM, REMOVE GUARDRAIL, 6" THERMOPLASTIC TRAFFIC STRIPE, 8" THERMOPLASTIC TRAFFIC STRIPE, THERMOPLASTIC PAVEMENT MARKING, MOBILIZATION all trucking and supply of materials.
Requirements: Knife River Construction is an Equal Opportunity Employer and is signatory to Operating Engineers, Laborers and Teamsters. 100% payment and performance bonds may be required for full amount of subcontractor price. All subcontractors must be licensed and have liability insurance and workers compensation insurance meeting Knife River Construction's requirements. Knife River Construction is willing to assist with obtaining bonding, insurance, equipment and materials and is willing to break down items into economically feasible packages to encourage participation.
Date posted: 05/22/2018