Listing for all primes seeking assistance with project 06-0K4604. 6 results found.
Contractor: MCM Construction, Inc. Contact: Kimberly Ford
Address: 6413 32nd Street, P.O. Box 620, North Highlands CA 95660
Phone: 916-334-1221 Fax: 916-334-0562 Email: kford@mcmconstructioninc.com
Services needed:
Requirements:
Date posted: 01/25/2017
Contractor: USS Cal Builders, Inc. Contact: Estimating
Address: 8051 Main Street Stanton, CA 90680
Phone: 714-828-4882 Fax: 714-503-6805 Email: bidding@usscalbuilders.com
Services needed: USS Cal Builders is requesting assistance in recruiting DBE, 8% subcontractors/firms. The work in this Contract includes but is not limited to LEAD COMPLIANCE PLAN, PROGRESS SCHEDULE (CRITICAL PATH METHOD), TIME-RELATED OVERHEAD (WDAY), DEVELOP WATER SUPPLY, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, TYPE III BARRICADE, TEMPORARY PAVEMENT MARKING (PAINT), TEMPORARY TRAFFIC STRIPE (PAINT), CHANNELIZER (SURFACE MOUNTED), TEMPORARY PAVEMENT MARKER, PORTABLE CHANGEABLE MESSAGE SIGN (LS), TEMPORARY RAILING (TYPE K), TEMPORARY CRASH CUSHION MODULE, JOB SITE MANAGEMENT, PREPARE STORM WATER POLLUTION PREVENTION PLAN, STORM WATER ANNUAL REPORT, MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL), TEMPORARY HYDRAULIC MULCH, TEMPORARY FIBER ROLL, TEMPORARY SILT FENCE, TEMPORARY CONSTRUCTION ENTRANCE, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, WATER QUALITY SAMPLING AND ANALYSIS DAY, WATER QUALITY MONITORING REPORT, WATER QUALITY ANNUAL REPORT, TEMPORARY FENCE (TYPE ESA), REMOVE YELLOW THERMOPLASTIC TRAFFIC STRIPE (HAZARDOUS WASTE), TREATED WOOD WASTE, NOISE MONITORING, CLEARING AND GRUBBING (LS), DUST PALLIATIVE, ROADWAY EXCAVATION, SHOULDER BACKING, STRUCTURE EXCAVATION (BRIDGE), STRUCTURE BACKFILL (BRIDGE), IMPORTED BORROW (CY), ROCK BLANKET, 8" CORRUGATED HIGH DENSITY POLYETHYLENE PIPE CONDUIT, HYDROMULCH, HYDROSEED, COMPOST, INCORPORATE MATERIALS, CLASS 2 AGGREGATE BASE (CY), HOT MIX ASPHALT (TYPE A), RUBBERIZED HOT MIX ASPHALT (GAP GRADED), 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), TACK COAT, REMOVE ASPHALT CONCRETE PAVEMENT (CY), REMOVE BASE AND SURFACING, FURNISH PILING (CLASS 140) (ALTERNATIVE W), DRIVE PILE (CLASS 140) (ALTERNATIVE W), FURNISH PILING (CLASS 200) (ALTERNATIVE W), DRIVE PILE (CLASS 200) (ALTERNATIVE W), 60" CAST-IN-DRILLED-HOLE CONCRETE PILE (SIGN FOUNDATION), STRUCTURAL CONCRETE, STRUCTURAL CONCRETE, BRIDGE FOOTING, STRUCTURAL CONCRETE, BRIDGE, STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER), STRUCTURAL CONCRETE, BRIDGE (ULTRA HIGH PERFORMANCE), BENT CAP WITH COLUMN MOCK-UP, STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N), STRUCTURAL CONCRETE, DRAINAGE INLET, FURNISH PRECAST CONCRETE BENT CAP, FURNISH PRECAST CONCRETE COLUMN, FURNISH PRECAST PRESTRESSED WIDE-FLANGE GIRDER (110'-120'), ERECT PRECAST CONCRETE BENT CAP, ERECT PRECAST CONCRETE COLUMN, ERECT PRECAST PRESTRESSED CONCRETE GIRDER, JOINT SEAL (MR 2"), BAR REINFORCING STEEL, BAR REINFORCING STEEL (BRIDGE), HEADED BAR REINFORCEMENT, STRUCTURAL STEEL (PIPE PIN), FURNISH SIGN STRUCTURE (TRUSS), INSTALL SIGN STRUCTURE (TRUSS), FURNISH SIGN STRUCTURE (BRIDGE MOUNTED WITHOUT WALKWAY), INSTALL SIGN STRUCTURE (BRIDGE MOUNTED WITHOUT WALKWAY), BRIDGE REMOVAL, CONCRETE BACKFILL (PIPE TRENCH), 18" REINFORCED CONCRETE PIPE, 24" REINFORCED CONCRETE PIPE, 120" REINFORCED CONCRETE PIPE, 30" CORRUGATED STEEL PIPE (.109" THICK), 12" CORRUGATED STEEL PIPE DOWNDRAIN (.079" THICK), 12" ENTRANCE TAPER, 12" ANCHOR ASSEMBLY, 12" STEEL FLARED END SECTION, 30" STEEL FLARED END SECTION, 18" CONCRETE FLARED END SECTION, 24" CONCRETE FLARED END SECTION, INLET DEPRESSION, ABANDON CULVERT (LF), REMOVE REINFORCED CONCRETE BOX CULVERT (CY), SAND BACKFILL, SLOPE PAVING (EXPOSED AGGREGATE), ROCK SLOPE PROTECTION (1/4 T, CLASS V, METHOD B) (CY), ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B) (CY), ROCK SLOPE PROTECTION FABRIC (CLASS 8), MISCELLANEOUS IRON AND STEEL, DESTROY WELL, BUILDING INFORMATION MODEL, RELOCATE MAILBOX, FENCE (TYPE BW, 5-STRAND, METAL POST), CHAIN LINK FENCE (TYPE CL-6), CHAIN LINK FENCE (TYPE CL-6, EXTENSION ARM), 30' METAL GATE, 24' CHAIN LINK GATE (TYPE CL-6), REMOVE FENCE (TYPE BW), REMOVE GATE, RELOCATE GATE, REMOVE PAVEMENT MARKER, PAVEMENT MARKER (RETROREFLECTIVE), REMOVE ROADSIDE SIGN, FURNISH LAMINATED PANEL SIGN (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN ( (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), RETROREFLECTIVE SHEETING (TYPE XI), ROADSIDE SIGN - ONE POST, ROADSIDE SIGN - TWO POST, MIDWEST GUARDRAIL SYSTEM (STEEL POST), VEGETATION CONTROL (MINOR CONCRETE), SINGLE THRIE BEAM BARRIER (WOOD POST), CABLE RAILING, TRANSITION RAILING (TYPE WB-31), END ANCHOR ASSEMBLY (TYPE SFT), ALTERNATIVE IN-LINE TERMINAL SYSTEM, ALTERNATIVE FLARED TERMINAL SYSTEM, CONCRETE BARRIER (TYPE 60F), CONCRETE BARRIER (TYPE 732 MODIFIED), SALVAGE SINGLE THRIE BEAM BARRIER, SALVAGE GUARDRAIL, 4" THERMOPLASTIC TRAFFIC STRIPE, 8" THERMOPLASTIC TRAFFIC STRIPE, THERMOPLASTIC PAVEMENT MARKING, 4" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 12-3), 4" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 36-12), 4" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 17-7), REMOVE PAINTED TRAFFIC STRIPE, REMOVE PAINTED PAVEMENT MARKING, REMOVE THERMOPLASTIC TRAFFIC STRIPE, REMOVE THERMOPLASTIC PAVEMENT MARKING, MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, LIGHTING SYSTEM, SIGN ILLUMINATION SYSTEM, TRAFFIC MONITORING STATION SYSTEM, CLOSED CIRCUIT TELEVISION SYSTEM, MODIFYING EXISTING ELECTRICAL SYSTEM, REMOVING EXISTING ELECTRICAL SYSTEM, MOBILIZATION.
Requirements: If requested, USS Cal Builders can assist subs in obtaining bonds, lines of credit and insurance in the preparation of this project. USS Cal can also assist in obtaining equipment, supplies, materials or related assistance or services in the preparation of this project. USS Cal is relying on the price submitted in a subcontractor's proposal as an all-inclusive price for its trade scope found in the plans, specifications and addenda regardless of any qualifying language in the proposal. USS Cal's listing of a subcontractor is not an acceptance of any or all of that subcontractor's conditions, qualifications, exclusions or exceptions included in the subcontractor's bid proposal. The subcontractor agrees that its bid will remain valid for the same period of time that the prime contractor's bid must remain valid with the owner, as specified in the project's specifications. Each listed subcontractor must execute USS Cal's standard subcontract agreement if USS Cal is awarded the project; the standard subcontract is available for review on USS Cal's website (www.usscalbuilders.com ) and at USS Cal's office. At the discretion of USS Cal, any listed subcontractor that withdraws its bid after USS Cal submits its bid to the owner will be responsible for the difference in price for such scope of work charged by the replacement subcontractor. This is a prevailing wage project. If this project is subject to a Project Labor Agreement or Project Stabilization Agreement, you will be required to honor the terms of such agreement. USS Cal Builders, Inc. is signatory to the Carpenter's Union. Any subcontractor performing carpentry work must be signatory to the Carpenter's Union. An Equal Opportunity Employer.
Date posted: 01/30/2017
Contractor: Griffith Company Contact: Walter E Weishaar
Address: 1128 Carrier Parkway Avenue Bakersfield, CA 93308
Phone: 661-392-6640 Fax: 661-393-9525 Email: wweishaar@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, Develop Water Supply, Construction Area Signs, Traffic Control System, Type III Barricade, Temporary Pavement Marking (Paint), Temporary Traffic Stripe (Paint), Channelizer (Surface Mounted), Temporary Pavement Marker, Portable Changeable Message Sign, Temporary Railing (Type K), Temporary Crash Cushion Module, SWPPP, Storm Water Annual Report, Move in/Move out (Temporary Erosion Control), Temporary Hydraulic Mulch, Temporary Fiber Roll, Temporary Silt Fence, Temporary Construction Entrance, Street Sweeping, Temporary Concrete Washout, Water Quality Sampling and Analysis Day, Water Quality Monitoring Report, Water Quality Annual Report, Temporary Fence (Type ESA), Remove Yellow Thermoplastic Traffic Stripe (Hazardous Waste), Treated Wood Waste, Noise Monitoring, Dust Palliative, Roadway Excavation, Shoulder Backing, Structure Excavation (Bridge), Structure Backfill (Bridge), Imported Borrow, Rock Blanket, 8? Corrugated High Density Polyetheylene Pipe Conduit, Hydromulch, Hydroseed, Compost, Incorporate Materials, Class 2 Agg Base, HMA (Type A), Rubberized HMA (Gap Graded), Place HMA Dike (Type C, Type E, Type F), Place HMA (Misc Area), Tack Coat, Furnish Piling (Class 140) (Alternative W), Drive Pile (Class 140) (Alternative W), Furnish Piling (Class 200) (Alternative W), 60? Cast In Drilled Hole Concrete Pile (Sign Foundation), Structural Concrete, Structural Concrete (Bridge Footing), Structural Concrete (Bridge), Structural Concrete (Bridge, Polymer Fiber), Structural Concrete (Bridge, Ultra High Performance), Bent Cap with Column Mock Up, Structural Concrete Approach Slab (Type N), Structural Concrete (Drainage Inlet), Furnish Precast Concrete Column, Furnish Precast Prestressed Wide Flange Girder (110?-120?), Joint Seal (MR 2?), Bar Reinforcing Steel, Bar Reinforcing Steel (Bridge), Headed Bar Reinforcement, Structural Steel (Pipe Pin), Furnish Sign Structure (Truss), Install Sign Structure (Truss), Furnish Sign Structure (Bridge Mounted Without Walkway), Install Sign Structure (Bridge Mounted Without Walkway), Bridge Removal, Concrete Backfill (Pipe Trench), 18? Reinforced Concrete Pipe, 24? Reinforced Concrete Pipe, 120? Reinforced Concrete Pipe, 30? Corrugated Steel Pipe (.109? Thick), 12? Corrugated Steel Pipe Downdrain (.079? Thick), 12? Entrance Taper, 12? Anchor Assembly, 12? Steel Flared End Section, 30? Steel Flared End Section, 18? Concrete Flared End Section, 24? Concrete Flared End Section, Inlet Depression, Abandon Culvert, Remove Reinforced Concrete Box Culvert, Sand Backfill, Slope Paving (Exposed Aggregate), Rock Slope Protection (1/4 T, Class V, Method B), Rock Slope Protection (60lb, Class II, Method B), Rock Slope Protection Fabric (Class 8), Misc. Iron and Steel, Destroy Well, Relocate Mailbox, Fence (Type BW, 5-Strand Metal Post), Chain Link Fence (Type CL-6), Chain Link Fence (Type CL-6, Extension Arm), 30? Metal Gate, 24? Chain Link Gate (Type CL-6), Remove Fence (Type BW), Remove Gate, Remove Pavement Marker, Pavement Marker (Retroreflective), Remove Roadside Sign, Furnish Laminated Panel Sign (1? Type A) for Retroreflective Sheeting (Type XI), Furnish Single Sheet Aluminum Sign (0.063? Unframed),Furnish Single Sheet Aluminum Sign (0.063? Unframed) for Retroreflective Sheeting (Type XI), Furnish Single Sheet Aluminum Sign (0.080? Unframed) for Retroreflective Sheeting (Type XI), Roadside Sign ? One Post, Roadside Sign ? Two Post, Midwest Guardrail System (Steel Post), Vegetation Control (Minor Concrete), Singe Thrie Beam Barrier (Wood Post), Cable Railing, Transition Railing (Type WB-31), End Anchor Assembly (Type SFT), Alternative Flared Terminal System, Concrete Barrier (Type 60F), Concrete Barrier (Type 732 Modified), Salvage Guardrail, 4? Thermoplastic Traffic Stripe, 8? Thermoplastic Traffic Stripe, Thermoplastic Pavement Marking, 4? Thermoplastic Traffic Stripe (Broken 12-3), 4? Thermoplastic Traffic Stripe (Broken 36-12), 4? Thermoplastic Traffic Stripe (Broken 17-7), Remove Painted Traffic Stripe, Remove Painted Pavement Marking, Remove Thermoplastic Traffic Stripe, Remove Thermoplastic Pavement Marking, Maintain Existing Traffic Management System Elements During Construction, Lighting System, Sign Illumination System, Traffic Monitoring Station System, Closed Circuit Television System, Modifying Existing Electrical System, Removing Existing Electrical System, Hauling
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: 02/14/2017
Contractor: Granite Construction Company Contact: Matt Bassett
Address: 3005 James Rd Bakersfield Ca 93308
Phone: 661-399-3361 Fax: 661-399-3598 Email: matthew.bassett@gcinc.com
Services needed: Granite Construction Company (Granite) is requesting quotes from all qualified subcontractors and suppliers including certified DBE firms for all items of work, including but not limited to: Oil supplier, concrete supplier, construction area signs, traffic control, SWPPP, temporary erosion control, barricades, channelizer, street sweeping, dust palliative, structure excavation, backfill, corrugated pipe, erosion control, hydromulch, asphalt dike, furnish & drive piling, structural concrete, furnish & erect precast concrete, joint seal, roadside signs, RCP, rock slope protection, fencing, pavement markers, Midwest guardrail system, wood post, cable railing, concrete barrier, thermoplastic traffic striping & marking, lighting system, traffic monitoring system, modify existing electrical system for Caltrans classifications C0624 PETROLEUM OIL SUPPLIER, C0639 - ASPHALT SUPPLIER(BULK ITEM), C0651 - CONCRETE & CEMENT SUPPLIER, C1200 - CONSTRUCTION AREA SIGNS, C1201 - TRAFFIC CONTROL SYSTEM, C1801 DUST PALLATIVE, C1930 STRUCTURE BACKFILL, C2000 HIGHWAY PLANTING, C2021 HYDROSEEDING, C3940 PLACE AC DIKE, C3990 RECYCLE/RECLAIM AC, C4901 FURNISH/DRIVE PILING, C5100 CONCRETE STRUCTURE, C 5124ERECT PRECAST CONCRETE, C5201 REINFORCING STEEL, C5601 SIGN STRUCTURE, C6500 REINFORCED CONCRETE PIPE, C6650 CORRUGATED METAL PIPE, C6900 DOWNDRAIN, C7218 AIR BLOWN MORTAR, C8000 FENCING, C8201 OBJECT MARKER, C8320 METAL BEAM GUARD RAILING, C8391 METAL BEAM BARRIER, C8405 THERMOPLASTIC TRAFFIC STRIPING & MARKING, C9606 WATER TRUCK, C9867 LANDSCAPING CONTRACTOR, C8702 MGMT INFO SYSTEMS, C8605 MESSAGE SIGNS, LIGHTING & ILLUMINATION, C1531 PLANCE AC, C1575 REMOVE BRIDGE ITEM, C2030 EROSION CONTROL, C5124 ERECT PRECAST CONCRETE, 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: Granite 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. Granite may assist with the bond premium up to 1.5%. Subcontractors must possess a current contractor?s license, insurance and worker?s compensation insurance coverage meeting Granite?s requirements and will be required to sign the standard Granite Subcontract Agreement. A copy of the insurance requirements and agreements can be obtained by contacting the Estimator. 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. 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. Granite is an Equal Opportunity Employer.
Date posted: 03/01/2017
Contractor: SEMA Construction, Inc. Contact: Robert Torres
Address: 320 Goddard Way, Ste. 150 Irvine, CA 92618
Phone: 949-470-0500 Fax: 949-788-9200 Email: estimating.ca@semaconstruction.com
Services needed: Services: SEMA construction is looking for DBE subcontractors and suppliers in the areas of: LEAD COMPLIANCE PLANPROGRESS SCHEDULE (CRITICAL PATH METHOD)CONSTRUCTION AREA SIGNS TRAFFIC CONTROL SYSTEMTYPE III BARRICADE TEMPORARY PAVEMENT MARKING (PAINT)TEMPORARY TRAFFIC STRIPE (PAINT)CHANNELIZER (SURFACE MOUNTED)TEMPORARY PAVEMENT MARKER PORTABLE CHANGEABLE MESSAGE SIGN (LS)TEMPORARY RAILING (TYPE K)TEMPORARY CRASH CUSHION MODULE JOB SITE MANAGEMENT PREPARE STORM WATER POLLUTION PREVENTION PLAN STORM WATER ANNUAL REPORT MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL)TEMPORARY HYDRAULIC MULCH TEMPORARY FIBER ROLL TEMPORARY SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE STREET SWEEPING TEMPORARY CONCRETE WASHOUT WATER QUALITY SAMPLING AND ANALYSIS DAY WATER QUALITY MONITORING REPORT WATER QUALITY ANNUAL REPORT TEMPORARY FENCE (TYPE ESA)REMOVE YELLOW THERMOPLASTIC TRAFFIC STRIPE (HAZARDOUS WASTE)TREATED WOOD WASTE NOISE MONITORING CLEARING AND GRUBBING (LS)DUST PALLIATIVE ROADWAY EXCAVATION SHOULDER BACKING STRUCTURE EXCAVATION (BRIDGE)STRUCTURE BACKFILL (BRIDGE)IMPORTED BORROW (CY)ROCK BLANKET 8" CORRUGATED HIGH DENSITY POLYETHYLENE PIPE CONDUIT HYDRO MULCH HYDROSEED COMPOST INCORPORATE MATERIALS CLASS 2 AGGREGATE BASE (CY)HOT MIX ASPHALT (TYPE A)RUBBERIZED HOT MIX ASPHALT (GAP GRADED)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)TACK COATREMOVE ASPHALT CONCRETE PAVEMENT (CY)REMOVE BASE AND SURFACINGFURNISH PILING (CLASS 140) (ALTERNATIVE W)DRIVE PILE (CLASS 140) (ALTERNATIVE W)FURNISH PILING (CLASS 200) (ALTERNATIVE W)DRIVE PILE (CLASS 200) (ALTERNATIVE W)60" CAST-IN-DRILLED-HOLE CONCRETE PILE (SIGN FOUNDATION)STRUCTURAL CONCRETE STRUCTURAL CONCRETE, BRIDGE FOOTINGSTRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER)STRUCTURAL CONCRETE, BRIDGE (ULTRA HIGH PERFORMANCE)BENT CAP WITH COLUMN MOCK-UP STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N)STRUCTURAL CONCRETE, DRAINAGE INLET FURNISH PRECAST CONCRETE BENT CAP FURNISH PRECAST CONCRETE COLUMN FURNISH PRECAST PRESTRESSED WIDE-FLANGE GIRDER (110'-120')ERECT PRECAST CONCRETE BENT CAPERECT PRECAST CONCRETE COLUMN ERECT PRECAST PRESTRESSED CONCRETE GIRDER JOINT SEAL (MR 2")BAR REINFORCING STEELBAR REINFORCING STEEL (BRIDGE)HEADED BAR REINFORCEMENT STRUCTURAL STEEL (PIPE PIN)FURNISH SIGN STRUCTURE (TRUSS)INSTALL SIGN STRUCTURE (TRUSS)FURNISH SIGN STRUCTURE (BRIDGE MOUNTED WITHOUT WALKWAY)INSTALL SIGN STRUCTURE (BRIDGE MOUNTED WITHOUT WALKWAY)BRIDGE REMOVAL CONCRETE BACKFILL (PIPE TRENCH)18" REINFORCED CONCRETE PIPE24" REINFORCED CONCRETE PIPE120" REINFORCED CONCRETE PIPE30" CORRUGATED STEEL PIPE (.109" THICK)12" CORRUGATED STEEL PIPE DOWNDRAIN (.079" THICK)12" ENTRANCE TAPER12" ANCHOR ASSEMBLY 12" STEEL FLARED END SECTION 30" STEEL FLARED END SECTION 18" CONCRETE FLARED END SECTION 24" CONCRETE FLARED END SECTION INLET DEPRESSION ABANDON CULVERT (LF)REMOVE REINFORCED CONCRETE BOX CULVERT (CY)SAND BACKFILL SLOPE PAVING (EXPOSED AGGREGATE)ROCK SLOPE PROTECTION (1/4 T, CLASS V, METHOD B) (CY)ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B) (CY)ROCK SLOPE PROTECTION FABRIC (CLASS 8)MISCELLANEOUS IRON AND STEEL DESTROY WELL BUILDING INFORMATION MODEL RELOCATE MAILBOX FENCE (TYPE BW, 5-STRAND, METAL POST)CHAIN LINK FENCE (TYPE CL-6)CHAIN LINK FENCE (TYPE CL-6, EXTENSION ARM)30' METAL GATE24' CHAIN LINK GATE (TYPE CL-6)REMOVE FENCE (TYPE BW)REMOVE GATE RELOCATE GATE REMOVE PAVEMENT MARKER PAVEMENT MARKER (RETROREFLECTIVE)REMOVE ROADSIDE SIGN FURNISH LAMINATED PANEL SIGN (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI)FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED)FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI)FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI)FURNISH SINGLE SHEET ALUMINUM SIGN ( (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI)RETROREFLECTIVE SHEETING (TYPE XI)ROADSIDE SIGN - ONE POST ROADSIDE SIGN - TWO POST MIDWEST GUARDRAIL SYSTEM (STEEL POST)VEGETATION CONTROL (MINOR CONCRETE)SINGLE THRIE BEAM BARRIER (WOOD POST)CABLE RAILING TRANSITION RAILING (TYPE WB-31)END ANCHOR ASSEMBLY (TYPE SFT)ALTERNATIVE IN-LINE TERMINAL SYSTEM ALTERNATIVE FLARED TERMINAL SYSTEM CONCRETE BARRIER (TYPE 60F)CONCRETE BARRIER (TYPE 732 MODIFIED)SALVAGE SINGLE THRIE BEAM BARRIER SALVAGE GUARDRAIL 4" THERMOPLASTIC TRAFFIC STRIPE 8" THERMOPLASTIC TRAFFIC STRIPE THERMOPLASTIC PAVEMENT MARKING 4" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 12-3)4" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 36-12)4" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 17-7)REMOVE PAINTED TRAFFIC STRIPEREMOVE PAINTED PAVEMENT MARKINGREMOVE THERMOPLASTIC TRAFFIC STRIPEREMOVE THERMOPLASTIC PAVEMENT MARKING MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION LIGHTING SYSTEM SIGN ILLUMINATION SYSTEM TRAFFIC MONITORING STATION SYSTEM CLOSED CIRCUIT TELEVISION SYSTEM MODIFYING EXISTING ELECTRICAL SYSTEM REMOVING EXISTING ELECTRICAL SYSTEM
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: 03/13/2017
Contractor: Myers and Sons Construction, LP Contact: Clinton Myers
Address: 4600 Northgate Blvd., Suite 100 Sacramento, CA 95834
Phone: 916-283-9950 Fax: 916-614-9520 Email: cwmyers@myers-sons.com
Services needed: LEAD COMPLIANCE PLAN, PROGRESS SCHEDULE (CRITICAL PATH METHOD), TIME-RELATED OVERHEAD (WDAY), DEVELOP WATER SUPPLY, CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, TYPE III BARRICADE, TEMPORARY PAVEMENT MARKING (PAINT), TEMPORARY TRAFFIC STRIPE (PAINT), CHANNELIZER (SURFACE MOUNTED), TEMPORARY PAVEMENT MARKER, PORTABLE CHANGEABLE MESSAGE SIGN (LS), TEMPORARY RAILING (TYPE K), TEMPORARY CRASH CUSHION MODULE, JOB SITE MANAGEMENT, PREPARE STORM WATER POLLUTION PREVENTION PLAN, STORM WATER ANNUAL REPORT, MOVE-IN/MOVE-OUT (TEMPORARY EROSION CONTROL), TEMPORARY HYDRAULIC MULCH, TEMPORARY FIBER ROLL, TEMPORARY SILT FENCE, TEMPORARY CONSTRUCTION ENTRANCE, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, WATER QUALITY SAMPLING AND ANALYSIS DAY, WATER QUALITY MONITORING REPORT, WATER QUALITY ANNUAL REPORT, TEMPORARY FENCE (TYPE ESA), REMOVE YELLOW THERMOPLASTIC TRAFFIC STRIPE (HAZARDOUS WASTE), TREATED WOOD WASTE, NOISE MONITORING, CLEARING AND GRUBBING (LS), DUST PALLIATIVE, ROADWAY EXCAVATION, SHOULDER BACKING, STRUCTURE EXCAVATION (BRIDGE), STRUCTURE BACKFILL (BRIDGE), IMPORTED BORROW (CY), ROCK BLANKET, 8" CORRUGATED HIGH DENSITY POLYETHYLENE PIPE CONDUIT, HYDROMULCH, HYDROSEED, COMPOST, INCORPORATE MATERIALS, CLASS 2 AGGREGATE BASE (CY), HOT MIX ASPHALT (TYPE A), RUBBERIZED HOT MIX ASPHALT (GAP GRADED), 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), TACK COAT, REMOVE ASPHALT CONCRETE PAVEMENT (CY), REMOVE BASE AND SURFACING, FURNISH PILING (CLASS 140) (ALTERNATIVE W), DRIVE PILE (CLASS 140) (ALTERNATIVE W), FURNISH PILING (CLASS 200) (ALTERNATIVE W), DRIVE PILE (CLASS 200) (ALTERNATIVE W), 60" CAST-IN-DRILLED-HOLE CONCRETE PILE (SIGN FOUNDATION), STRUCTURAL CONCRETE, STRUCTURAL CONCRETE, BRIDGE FOOTING, STRUCTURAL CONCRETE, BRIDGE, STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER), STRUCTURAL CONCRETE, BRIDGE (ULTRA HIGH PERFORMANCE), BENT CAP WITH COLUMN MOCK-UP, STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N), STRUCTURAL CONCRETE, DRAINAGE INLET, FURNISH PRECAST CONCRETE BENT CAP, FURNISH PRECAST CONCRETE COLUMN, FURNISH PRECAST PRESTRESSED WIDE-FLANGE GIRDER (110'-120'), ERECT PRECAST CONCRETE BENT CAP, ERECT PRECAST CONCRETE COLUMN, ERECT PRECAST PRESTRESSED CONCRETE GIRDER, JOINT SEAL (MR 2"), BAR REINFORCING STEEL, BAR REINFORCING STEEL (BRIDGE), HEADED BAR REINFORCEMENT, STRUCTURAL STEEL (PIPE PIN), FURNISH SIGN STRUCTURE (TRUSS), INSTALL SIGN STRUCTURE (TRUSS), FURNISH SIGN STRUCTURE (BRIDGE MOUNTED WITHOUT WALKWAY), INSTALL SIGN STRUCTURE (BRIDGE MOUNTED WITHOUT WALKWAY), BRIDGE REMOVAL, CONCRETE BACKFILL (PIPE TRENCH), 18" REINFORCED CONCRETE PIPE, 24" REINFORCED CONCRETE PIPE, 120" REINFORCED CONCRETE PIPE, 30" CORRUGATED STEEL PIPE (.109" THICK), 12" CORRUGATED STEEL PIPE DOWNDRAIN (.079" THICK), 12" ENTRANCE TAPER, 12" ANCHOR ASSEMBLY, 12" STEEL FLARED END SECTION, 30" STEEL FLARED END SECTION, 18" CONCRETE FLARED END SECTION, 24" CONCRETE FLARED END SECTION, INLET DEPRESSION, ABANDON CULVERT (LF), REMOVE REINFORCED CONCRETE BOX CULVERT (CY), SAND BACKFILL, SLOPE PAVING (EXPOSED AGGREGATE), ROCK SLOPE PROTECTION (1/4 T, CLASS V, METHOD B) (CY), ROCK SLOPE PROTECTION (60 LB, CLASS II, METHOD B) (CY), ROCK SLOPE PROTECTION FABRIC (CLASS 8), MISCELLANEOUS IRON AND STEEL, DESTROY WELL, BUILDING INFORMATION MODEL, RELOCATE MAILBOX, FENCE (TYPE BW, 5-STRAND, METAL POST), CHAIN LINK FENCE (TYPE CL-6), CHAIN LINK FENCE (TYPE CL-6, EXTENSION ARM), 30' METAL GATE, 24' CHAIN LINK GATE (TYPE CL-6), REMOVE FENCE (TYPE BW), REMOVE GATE, RELOCATE GATE, REMOVE PAVEMENT MARKER, PAVEMENT MARKER (RETROREFLECTIVE), REMOVE ROADSIDE SIGN, FURNISH LAMINATED PANEL SIGN (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED), FURNISH SINGLE SHEET ALUMINUM SIGN (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), FURNISH SINGLE SHEET ALUMINUM SIGN ( (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI), RETROREFLECTIVE SHEETING (TYPE XI), ROADSIDE SIGN - ONE POST, ROADSIDE SIGN - TWO POST, MIDWEST GUARDRAIL SYSTEM (STEEL POST), VEGETATION CONTROL (MINOR CONCRETE), SINGLE THRIE BEAM BARRIER (WOOD POST), CABLE RAILING, TRANSITION RAILING (TYPE WB-31), END ANCHOR ASSEMBLY (TYPE SFT), ALTERNATIVE IN-LINE TERMINAL SYSTEM, ALTERNATIVE FLARED TERMINAL SYSTEM, CONCRETE BARRIER (TYPE 60F), CONCRETE BARRIER (TYPE 732 MODIFIED), SALVAGE SINGLE THRIE BEAM BARRIER, SALVAGE GUARDRAIL, 4" THERMOPLASTIC TRAFFIC STRIPE, 8" THERMOPLASTIC TRAFFIC STRIPE, THERMOPLASTIC PAVEMENT MARKING, 4" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 12-3), 4" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 36-12), 4" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 17-7), REMOVE PAINTED TRAFFIC STRIPE, REMOVE PAINTED PAVEMENT MARKING, REMOVE THERMOPLASTIC TRAFFIC STRIPE, REMOVE THERMOPLASTIC PAVEMENT MARKING, MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, LIGHTING SYSTEM, SIGN ILLUMINATION SYSTEM, TRAFFIC MONITORING STATION SYSTEM, CLOSED CIRCUIT TELEVISION SYSTEM, MODIFYING EXISTING ELECTRICAL SYSTEM, REMOVING EXISTING ELECTRICAL SYSTEM
Requirements: ***All items are open for bid, including items for work normally performed by Myers and Sons Construction. Quotations will be broken down into comparable packages as reasonably necessary. Myers and Sons Construction will work with interested DBE subcontractors to identify opportunities to break down items into economically feasible packages. Requirements: 100% performance and payment bonds may be required for the full amount of the subcontract price. Subcontractors must possess a valid contractor's license, DIR registration number, current insurance meeting Myers and Sons Construction's requirements. Subcontractors will be required to sign the standard Myers and Sons Construction, LP Subcontract Agreement. Quotations must be valid for one hundred and twenty (120) days after the specified Contract Award Date by the Owner. Plans and Specifications are available at www.dot.ca.gov or for viewing at our Sacramento office, please contact (916) 283-9950 or estimating@myers-sons.com. Please call if you need assistance in obtaining bonding, insurance, equipment, materials and/or supplies or visit our website at www.myers-sons.com for more information. Myers and Sons Construction, LP will work cooperatively with all qualified firms seeking work on this project. Myers and Sons Construction is signatory to the Laborers, Carpenters, Cement Masons and Operating Engineers. Myers and Sons Construction, LP is an equal opportunity employer.
Date posted: 03/15/2017