Listing for all primes seeking assistance with project 07-3009U4. 2 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 13% 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), CHANNELIZER (SURFACE MOUNTED) (LEFT IN PLACE), TEMPORARY RAILING (TYPE K), TEMPORARY CRASH CUSHION MODULE JOB SITE MANAGEMENT, PREPARE STORM WATER POLLUTION PREVENTION PLAN, RAIN EVENT ACTION PLAN, STORM WATER SAMPLING AND ANALYSIS DAY, STORM WATER ANNUAL REPORT TEMPORARY COVER, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY GRAVEL BAG BERM, TEMPORARY CONSTRUCTION ENTRANCE, STREET SWEEPING TEMPORARY CONCRETE WASHOUT, REMOVE YELLOW THERMOPLASTIC TRAFFIC STRIPE (HAZARDOUS WASTE), TREATED WOOD WASTE, REMOVE CHANNELIZER, CLEARING AND GRUBBING (LS), ROADWAY EXCAVATION, ROADWAY EXCAVATION (TYPE COM) (AERIALLY DEPOSITED LEAD), ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY DEPOSITED LEAD), DITCH EXCAVATION, SLOW-RELEASE FERTILIZER, PLANT (GROUP A), PLANT ESTABLISHMENT WORK, WOOD MULCH, CHECK AND TEST EXISTING, IRRIGATION FACILITIES, OPERATE EXISTING IRRIGATION FACILITIES, REMOVE IRRIGATION FACILITY, CONTROL AND NEUTRAL CONDUCTORS, 1 1/2" REMOTE CONTROL VALVE, RISER SPRINKLER ASSEMBLY (GEAR DRIVEN), POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN), RISER SPRINKLER ASSEMBLY 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 1 1/2", PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 2" PLASTIC PIPE (CLASS 315) (SUPPLY LINE), BALL VALVE, CLASS 3 AGGREGATE BASE (CY), LEAN CONCRETE BASE, RAPID SETTING, REPLACE BASE, BASE BOND BREAKER (GEOSYNTHETIC), SLURRY SEAL, PREPAVING, INERTIAL PROFILER, HOT MIX ASPHALT (TYPE A), RUBBERIZED HOT MIX ASPHALT (GAP GRADED), DATA CORE, 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), DRILL AND BOND (DOWEL BAR), SPALL REPAIR (FAST-SETTING CONCRETE), INDIVIDUAL SLAB REPLACEMENT (RSC), JOINT SEAL (PREFORMED COMPRESSION), REMOVE CONCRETE, PAVEMENT (SQYD), GRIND EXISTING CONCRETE PAVEMENT, STRUCTURAL CONCRETE, DRAINAGE INLET MINOR CONCRETE (MINOR STRUCTURE), DRILL AND BOND DOWEL, RAPID SETTING CONCRETE (PATCH), REPAIR SPALLED SURFACE AREA, REMOVE UNSOUND CONCRETE, PREPARE CONCRETE BRIDGE DECK SURFACE, TREAT BRIDGE DECK, FURNISH BRIDGE DECK TREATMENT MATERIAL, 24" REINFORCED CONCRETE PIPE, 24" CORRUGATED STEEL PIPE (.109" THICK), 24" STEEL FLARED END SECTION ADJUST MANHOLE TO GRADE, ADJUST VALVE BOX FRAME AND COVER TO GRADE, REMOVE CONCRETE (CHANNEL), ROCK SLOPE PROTECTION (FACING, METHOD B) (CY), CONCRETE (CHANNEL LINING), CONCRETE (CONCRETE APRON), ROCK SLOPE PROTECTION FABRIC (CLASS 8), 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, MODIFYING SIGNAL AND LIGHTING SYSTEM (CITY), CHAIN LINK FENCE (TYPE CL-6), REMOVE CHAIN LINK FENCE, REMOVE PAVEMENT MARKER, GUARD RAILING DELINEATOR, PAVEMENT MARKER (RETROREFLECTIVE), RELOCATE ROADSIDE SIGN, MIDWEST GUARDRAIL SYSTEM (WOOD POST), VEGETATION CONTROL (MINOR CONCRETE), TRANSITION RAILING (TYPE WB-31), RETURN CAP (TYPE A), END CAP (TYPE A), END ANCHOR ASSEMBLY (TYPE SFT), END ANCHOR ASSEMBLY (TYPE CA), TERMINAL SYSTEM (TYPE SOFTSTOP), ALTERNATIVE FLARED TERMINAL SYSTEM, CONCRETE BARRIER (TYPE 732B), 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 36-12), 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 17-7), PAINT TRAFFIC STRIPE (2-COAT), REMOVE PAINTED TRAFFIC STRIPE, REMOVE THERMOPLASTIC TRAFFIC STRIPE, 12" RUMBLE STRIP (CONCRETE PAVEMENT), MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, INDUCTIVE LOOP DETECTOR (EA), 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: 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: 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), CHANNELIZER (SURFACE MOUNTED) (LEFT IN PLACE), TEMPORARY RAILING (TYPE K), TEMPORARY CRASH CUSHION MODULE, JOB SITE MANAGEMENT, PREPARE STORM WATER POLLUTION PREVENTION PLAN, RAIN EVENT ACTION PLAN, STORM WATER SAMPLING AND ANALYSIS DAY, STORM WATER ANNUAL REPORT, TEMPORARY COVER, TEMPORARY DRAINAGE INLET PROTECTION, TEMPORARY FIBER ROLL, TEMPORARY GRAVEL BAG BERM, TEMPORARY CONSTRUCTION ENTRANCE, STREET SWEEPING, TEMPORARY CONCRETE WASHOUT, REMOVE YELLOW THERMOPLASTIC TRAFFIC STRIPE (HAZARDOUS WASTE), TREATED WOOD WASTE, REMOVE CHANNELIZER, CLEARING AND GRUBBING (LS), ROADWAY EXCAVATION, ROADWAY EXCAVATION (TYPE COM) (AERIALLY DEPOSITED LEAD), ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY DEPOSITED LEAD), DITCH EXCAVATION, SLOW-RELEASE FERTILIZER, PLANT (GROUP A), PLANT ESTABLISHMENT WORK, WOOD MULCH, CHECK AND TEST EXISTING IRRIGATION FACILITIES, OPERATE EXISTING IRRIGATION FACILITIES, REMOVE IRRIGATION FACILITY, CONTROL AND NEUTRAL CONDUCTORS, 1 1/2" REMOTE CONTROL VALVE, RISER SPRINKLER ASSEMBLY (GEAR DRIVEN), POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN), RISER SPRINKLER ASSEMBLY, 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 1 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LINE), 2" PLASTIC PIPE (CLASS 315) (SUPPLY LINE), BALL VALVE, CLASS 3 AGGREGATE BASE (CY), LEAN CONCRETE BASE RAPID SETTING, REPLACE BASE, BASE BOND BREAKER (GEOSYNTHETIC), SLURRY SEAL, PREPAVING INERTIAL PROFILER, HOT MIX ASPHALT (TYPE A), RUBBERIZED HOT MIX ASPHALT (GAP GRADED), DATA CORE, 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), DRILL AND BOND (DOWEL BAR), SPALL REPAIR (FAST-SETTING CONCRETE), INDIVIDUAL SLAB REPLACEMENT (RSC), JOINT SEAL (PREFORMED COMPRESSION), REMOVE CONCRETE PAVEMENT (SQYD), GRIND EXISTING CONCRETE PAVEMENT, STRUCTURAL CONCRETE, DRAINAGE INLET, MINOR CONCRETE (MINOR STRUCTURE), DRILL AND BOND DOWEL, RAPID SETTING CONCRETE (PATCH), REPAIR SPALLED SURFACE AREA, REMOVE UNSOUND CONCRETE, PREPARE CONCRETE BRIDGE DECK SURFACE, TREAT BRIDGE DECK, FURNISH BRIDGE DECK TREATMENT MATERIAL, 24" REINFORCED CONCRETE PIPE, 24" CORRUGATED STEEL PIPE (.109" THICK), 24" STEEL FLARED END SECTION, ADJUST MANHOLE TO GRADE, ADJUST VALVE BOX FRAME AND COVER TO GRADE, REMOVE CONCRETE (CHANNEL), ROCK SLOPE PROTECTION (FACING, METHOD B) (CY), CONCRETE (CHANNEL LINING), CONCRETE (CONCRETE APRON), ROCK SLOPE PROTECTION FABRIC (CLASS 8), 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, MODIFYING SIGNAL AND LIGHTING SYSTEM (CITY), CHAIN LINK FENCE (TYPE CL-6), REMOVE CHAIN LINK FENCE, REMOVE PAVEMENT MARKER, GUARD RAILING DELINEATOR, PAVEMENT MARKER (RETROREFLECTIVE), RELOCATE ROADSIDE SIGN, MIDWEST GUARDRAIL SYSTEM (WOOD POST), VEGETATION CONTROL (MINOR CONCRETE), TRANSITION RAILING (TYPE WB-31), RETURN CAP (TYPE A), END CAP (TYPE A), END ANCHOR ASSEMBLY (TYPE SFT), END ANCHOR ASSEMBLY (TYPE CA), TERMINAL SYSTEM (TYPE SOFTSTOP), ALTERNATIVE FLARED TERMINAL SYSTEM, CONCRETE BARRIER (TYPE 732B), 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 36-12), 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN 17-7), PAINT TRAFFIC STRIPE (2-COAT), REMOVE PAINTED TRAFFIC STRIPE, REMOVE THERMOPLASTIC TRAFFIC STRIPE, 12" RUMBLE STRIP (CONCRETE PAVEMENT), MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONSTRUCTION, INDUCTIVE LOOP DETECTOR (EA), 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: 12/04/2017