Listing for all primes seeking assistance with project 07-300804. 3 results found.
Contractor: J. McLoughlin Engineering Co., Inc. Contact: Joe McLoughlin
Address: 10641 Fulton Ct. Rancho Cucamonga, CA 91730
Phone: 909-944-1037 Fax: 909-944-3112 Email: Berenice@jmeci.com
Services needed: J. McLoughlin Engineering Co., Inc. (JMECI) is requesting quotes from all qualified subcontractors and suppliers especially certified DBE?s (This project has a 12% DBE Requirement) firms for the following items of work, including but not limited to: Trucking, Street Sweeping, Equipment Rental, LEAD COMPLIANCE PLAN, PROGRESS SCHEDULE (CRITICAL PATH METHOD), CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, CHANNELIZER (SURFACE MOUNTED), TEMPORARY TERMINAL SECTION (TYPE K), TEMPORARY RAILING (TYPE K), TEMPORARY CRASH CUSHION MODULE, JOB SITE MANAGEMENT, PREPARE WATER POLLUTION CONTROL PROGRAM, TEMPORARY EROSION CONTROL BLANKET, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY GRAVEL BAG BERM, TEMPORARY CONCRETE WASHOUT, REMOVE YELLOW THERMOPLASTIC TRAFFIC STRIPE (HAZARDOUS WASTE), TREATED WOOD WASTE, ROADWAY EXCAVATION, ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY DEPOSITED LEAD), MAINTAIN EXISTING PLANTED AREAS, CHECK AND TEST EXISTING IRRIGATION FACILITIES, OPERATE EXISTING IRRIGATION FACILITIES, REMOVE IRRIGATION FACILITY, CONTROL AND NEUTRAL CONDUCTORS, 1" REMOTE CONTROL VALVE, 1 1/2" REMOTE CONTROL VALVE, POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN), 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 1 1/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 1 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 2 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 3" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), BALL VALVE, CLASS 3 AGGREGATE BASE (CY), LEAN CONCRETE BASE RAPID SETTING, REPLACE BASE, BASE BOND BREAKER, HOT MIX ASPHALT (TYPE A), RUBBERIZED HOT MIX ASPHALT (GAP GRADED), PLACE HOT MIX ASPHALT DIKE (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE C), TACK COAT, REMOVE ASPHALT CONCRETE DIKE, COLD PLANE ASPHALT CONCRETE PAVEMENT, JOINTED PLAIN CONCRETE PAVEMENT (RSC), PLACE DOWEL BARS, INDIVIDUAL SLAB REPLACEMENT (RSC), REMOVE CONCRETE PAVEMENT (CY), GRIND EXISTING CONCRETE PAVEMENT, STRUCTURAL CONCRETE, BRIDGE, STRUCTURAL CONCRETE, APPROACH SLAB (TYPE R), MINOR CONCRETE (MINOR STRUCTURE), DRILL AND BOND DOWEL, CLEAN EXPANSION JOINT, JOINT SEAL (MR 1"), BAR REINFORCING STEEL (BRIDGE), REPAIR SPALLED SURFACE AREA, BRIDGE REMOVAL (PORTION), PAINT BRIDGE IDENTIFICATION, ADJUST MANHOLE TO GRADE, DETECTABLE WARNING SURFACE, MINOR CONCRETE (CURB, SIDEWALK AND CURB RAMP), REMOVE CONCRETE SIDEWALK (SQYD), REMOVE CONCRETE (CURB AND GUTTER), PRE/POST CONSTRUCTION SURVEYS, MISCELLANEOUS IRON AND STEEL, REMOVE PAVEMENT MARKER, DELINEATOR (CLASS 1), GUARD RAILING DELINEATOR, PAVEMENT MARKER (RETROREFLECTIVE), MIDWEST GUARDRAIL SYSTEM (WOOD POST), VEGETATION CONTROL (MINOR CONCRETE), TRANSITION RAILING (TYPE WB-31), END CAP (TYPE A), END ANCHOR ASSEMBLY (TYPE SFT), TERMINAL SYSTEM (TYPE SOFTSTOP), ALTERNATIVE FLARED TERMINAL SYSTEM, REMOVE GUARDRAIL, 6" THERMOPLASTIC TRAFFIC STRIPE, 8" THERMOPLASTIC TRAFFIC STRIPE, 8" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 12-3), THERMOPLASTIC PAVEMENT MARKING, 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 17-7), 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 18-12), PAINT TRAFFIC STRIPE (2-COAT), REMOVE THERMOPLASTIC TRAFFIC STRIPE, REMOVE THERMOPLASTIC PAVEMENT MARKING, MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, AND MODIFYING EXISTING ELECTRICAL SYSTEM. Quotations will be broken down into comparable packages as reasonably necessary. JMECI will work with interested subcontractors/vendors/suppliers to identify opportunities to break down items into economically feasible packages. PLEASE DO NOT E-MAIL QUOTES.
Requirements: Subcontractors must possess a current contractor?s license, and provide General Liability, Auto and Worker?s Compensation Insurance meeting the minimum requirements required by JMECI and will be required to sign a Subcontract Agreement and / or Purchase Order if necessary. 100% performance and payment bonds may be required for the full amount of subcontract price. JMECI will provide assistance in Bonding, Line of Credit, Insurance, Equipment, Supplies, and Materials if necessary to all qualified subcontractors. Plans and Specifications are available for viewing by appointment only at our office located at 10641 Fulton Ct., Rancho Cucamonga, CA 91730. J. McLoughlin Engineering Co., Inc. intends to work cooperatively with all qualified firms seeking work on this project. JMECI is an Equal Opportunity Employer. PLEASE DO NOT E-MAIL QUOTES.
Date posted: 11/29/2017
Contractor: HighLand Construction, Inc. Contact: Erin Richardson
Address: 133 N. Pixley St., Orange, CA 92868
Phone: 714-538-5156 Fax: 714-538-5157 Email: highlandinc@att.net
Services needed: HighLand Construction is requesting quotes from all qualified subcontractors and suppliers including certified DBE/SBE/DVBE firms for the following items of work, including but not limited to: Lead Compliance Plan, Construction Area Signs, Traffic Control System, Jobsite Management, Prepare Water Pollution Control Program, Channelizer (Surface Mounted), Progress Schedule (CPM), Temporary Terminal Section (Type K), Temporary Railing (Type K), Temporary Crash Cushion Module, Temporay Erosion Control Blanket, Temporary Drainage Inlet Protection, Temporary Fiber Roll, Temporary Gravel Bag Berm, Temporary Concrete Washout, Treated Wood Waste, Roadway Excavation, Roadway Excavation (Type Z-2 ADL), HMA (type A), Rubberized HMA (Gap Graded), Place HMA Dike (type A & C), Tack Coat, CPACP, Jointed Plain Concrete Pavement, Place Dowel Bars, Individual Slab Replacement, Remove Concrete Pvmt., Grind Existing Concrete Pvmt., Structural Concrete Bridge, Structural Concrete Approach Slab (type R), Minor Concrete, Drill & Bond Dowel, Clean Expansion Joint, Joint Seal (MR 1?), Bar Reinforcing Steel (Bridge), Maintain Existing Planted Area, C & T Existing Irrigation Facilities, Operate Existing Irrigation Facilities, Remove IF, Irrigation Valves & Pipes, Lean Concrete Base Rapid Setting, Class 3 Aggregate Base, Base Bond Braker, Replace Base, Bridge Removal (Portion), Paint Bridge Identification, Adjust Manhole to Grade, Minor Concrete, Remove Concrete, Pre/Post Construction Surveys, Misc. Iron & Steel, Remove PM, Delineator (class 1), Guard Railing Delineator, PVMT Marker (Retro), Midwest Guardrail System, Vegetation Control, Transition Railing(type WB-31), Terminal System (type soft stop), Alternative Flared Terminal System, End Cap (type A), End Anchor Assembly (type SFT), Remove Guardrail, Striping, Thermoplastic PVMT Marking, Maintain Existing Traffic Management System Elements During Construction, Modifying Existing Electrical System.
Requirements: We can assist in payment of a reasonable bond premium. A 100% payment bond and performance bond may be required for the full amount of the subcontract price. Please provide a bond premium rate with your quote. If you have any questions, need assistance in obtaining bonding, lines of credit, insurance, equipment, supplies, materials or related assistance in services, please contact our office. Subcontractors must possess a current contractor?s license, insurance and worker?s compensation coverage meeting Owners? requirements and will be required to sign HighLand Construction?s Subcontract Agreement. Plans and specifications are available to be viewed in our office located at 133 North Pixley Street, Orange, CA 92868, between 8:00 AM and 3:00 PM Monday through Friday by appointment. Please call Erin Richardson at 714-538-5156. HighLand Construction, Inc. is an equal opportunity employer. We do not discriminate against any qualified employee, applicants for employment, subcontractors or vendors regardless of age, race color, creed, religion, sex, sexual orientation, marital status, national origin, military service disabilities, disable veterans or Vietnam era veteran status. If you need any assistance, please do not hesitate to call our office. Items of work may be broken down into economically feasible packages to encourage participation. HighLand Construction intends to work cooperatively with all qualified firms seeking work on this project.
Date posted: 12/04/2017
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 seeking qualified DBE subcontractors, suppliers and firms to meet or exceed the 12% goal. The Work includes, but is not limited to: LEAD COMPLIANCE PLAN, PROGRESS SCHEDULE (CRITICAL PATH METHOD), TIME-RELATED OVERHEAD (WDAY), CONSTRUCTION AREA SIGNS, TRAFFIC CONTROL SYSTEM, CHANNELIZER (SURFACE MOUNTED), TEMPORARY TERMINAL SECTION (TYPE K), TEMPORARY RAILING (TYPE K), TEMPORARY CRASH CUSHION MODULE, JOB SITE MANAGEMENT, PREPARE WATER POLLUTION CONTROL PROGRAM, TEMPORARY EROSION CONTROL BLANKET, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY GRAVEL BAG BERM, TEMPORARY CONCRETE WASHOUT, REMOVE YELLOW THERMOPLASTIC TRAFFIC STRIPE (HAZARDOUS WASTE), TREATED WOOD WASTE, ROADWAY EXCAVATION, ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY DEPOSITED LEAD), MAINTAIN EXISTING PLANTED AREAS, CHECK AND TEST EXISTING IRRIGATION FACILITIES, OPERATE EXISTING IRRIGATION FACILITIES, REMOVE IRRIGATION FACILITY, CONTROL AND NEUTRAL CONDUCTORS, 1" REMOTE CONTROL VALVE, 1 1/2" REMOTE CONTROL VALVE, POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN), 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 1 1/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 1 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 2 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 3" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), BALL VALVE, CLASS 3 AGGREGATE BASE (CY), LEAN CONCRETE BASE RAPID SETTING, REPLACE BASE, BASE BOND BREAKER, HOT MIX ASPHALT (TYPE A), RUBBERIZED HOT MIX ASPHALT (GAP GRADED), PLACE HOT MIX ASPHALT DIKE (TYPE A), PLACE HOT MIX ASPHALT DIKE (TYPE C), TACK COAT, REMOVE ASPHALT CONCRETE DIKE, COLD PLANE ASPHALT CONCRETE PAVEMENT, JOINTED PLAIN CONCRETE PAVEMENT (RSC), PLACE DOWEL BARS, INDIVIDUAL SLAB REPLACEMENT (RSC), REMOVE CONCRETE PAVEMENT (CY), GRIND EXISTING CONCRETE PAVEMENT, STRUCTURAL CONCRETE, BRIDGE, STRUCTURAL CONCRETE, APPROACH SLAB (TYPE R), MINOR CONCRETE (MINOR STRUCTURE), DRILL AND BOND DOWEL, CLEAN EXPANSION JOINT, JOINT SEAL (MR 1"), BAR REINFORCING STEEL (BRIDGE), REPAIR SPALLED SURFACE AREA, BRIDGE REMOVAL (PORTION), PAINT BRIDGE IDENTIFICATION, ADJUST MANHOLE TO GRADE, DETECTABLE WARNING SURFACE, MINOR CONCRETE (CURB, SIDEWALK AND CURB RAMP), REMOVE CONCRETE SIDEWALK (SQYD), REMOVE CONCRETE (CURB AND GUTTER), PRE/POST CONSTRUCTION SURVEYS, MISCELLANEOUS IRON AND STEEL, REMOVE PAVEMENT MARKER, DELINEATOR (CLASS 1), GUARD RAILING DELINEATOR, PAVEMENT MARKER (RETROREFLECTIVE), MIDWEST GUARDRAIL SYSTEM (WOOD POST), VEGETATION CONTROL (MINOR CONCRETE), TRANSITION RAILING (TYPE WB-31), END CAP (TYPE A), END ANCHOR ASSEMBLY (TYPE SFT), TERMINAL SYSTEM (TYPE SOFTSTOP), ALTERNATIVE FLARED TERMINAL SYSTEM, REMOVE GUARDRAIL, 6" THERMOPLASTIC TRAFFIC STRIPE, 8" THERMOPLASTIC TRAFFIC STRIPE, 8" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 12-3), THERMOPLASTIC PAVEMENT MARKING, 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 17-7), 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 18-12), PAINT TRAFFIC STRIPE (2-COAT), REMOVE THERMOPLASTIC TRAFFIC STRIPE, REMOVE THERMOPLASTIC PAVEMENT MARKING, MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, MODIFYING EXISTING ELECTRICAL SYSTEM.
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: 12/06/2017