An Equal Opportunity Employer
Is requesting quotations from all qualified
DVBE
Sub-contractors and material suppliers for the following project:
Stabilize Slope with Steel Soldier Pile Walls
Construction on
State Highway
in
Toulumne
County
in
Jamestown
at 1.9 Miles West of
Old Priest Grade Road
Caltrans Contract No: 10-0W8004
Bid Date: Wednesday, May 13, 2015 @ 2:00 PM
This request includes the following:
Mobilization (10%), Preconstruction Photographs, Temporary Fence (Type ESA, Temporary Traffic Detour, Type III Baricade, Portable Changeable Message Sign, Existing Signal Modifications During Detour, Pollution Controls, Prepare SWPPP Plan, Rain Event Action Plan (REAP), Storm Water Sampling & Analysis Day, Storm Water Annual Report, Temporary Hydraulic Mulch (Bonded Fiber Matrix), Erosion Control (Hydroseed), Temporary Earthen Dam & Diversion System, Temporary Fiber Roll, Temporary Check Dam (Gravel Bags), Temporary Silt Fence, Temporary Construction Entrance, Street Sweeping, Remove Existing Metal/Wood Beam Guard Railing, Remove Existing Striping & Pavement Markers, Remove Existing AC Pavement, Remove Existing Asphalt Concrete Dike, Remove Exsisting AC Overside Drain Inlet Apron, Remove Drainage Facilities, Bridge Removal, Planed Pavement Conforms, Clearing & Grubbing, Roadway Excavation & Grading, Imported Borrow, Class 2 Aggregate Base, Hot Mix Asphalt (Type A), Place Hot Mix Asphalt Dike, Place Hot Mix Asphalt Overside Drain, Place Sign (new Roadside Sign), Install New Post for Sign, Rock Slope Protection (1/4 Ton, Method B), Rock Slope Protection (Light Class, Method B), Midwest Guardrail System (Wood Post), In-Line Terminal System, Midwest Guardrail System Layout 12A Structure Approach, Place Traffic Stripe – Detail 22, Place Traffic Stripe – Detail 27B, Structure Excavation, Bridge, Structure Backfill, Bridge, 24” Cast-In-Drilled-Hole Concrete Piling, 30” Cast-In-Drilled-Hole Concrete Piling, Structural Concrete, Bridge Footing, Structural Concrete, Bridge, Structural Concrete, Approach Slab (Type N), Furnish Precast Prestressed Concrete Slab (Type SIV), Erect Precast Prestressed Concrete Deck Unit, Join Seal (MR 2”), Bar Reinforcing Steel, Bridge, Concrete Barrier (Type 26 Modified), Concrete Barrier (Type 732), Bridge, Tubular Handrailing (Right Side), Tubular Bicycle Railing (Left Side), Structure Excavation, Retaining Wall, Structure Backfill, Retaining Wall, Structural Concrete, Retaining Wall, Bar Reinforcing Steel, retaining Wall, Wall Gutter (B3-6), Retaining Wall, Concrete Barrier (Type 732A), Retaining Wall, Restoration Area Posts & Signs, Automatic Irrigation System, Large Trees with Staking – 15 Gallon, Small Trees & Shrubs with Tree Shelter – Treepot 4, Small Shrubs with Plant Cage – 1 Gallon, Herbaceous Plants – Tree Bands, Bark Mulch, Maintenance Period – 180 Days.
NOTE: R.A. NEMETZ IS WILLING TO BREAK ITEMS OF WORK INTO SMALLER INCREMENTS TO ASSIST DBE CONTRACTORS & SUPPLIERS IN OBTAINING WORK ON THIS PROJECT. Please contact us for details.
Please call if you need assistance in obtaining bonding or insurance.
Plans & Specifications are available for viewing at our office or obtained from the Owner or portions may be emailed upon request.
R.A. Nemetz Construction Co., Inc.
PO Box 5306
Galt, CA 95632
Phone: (209) 744-1001 Fax: (209) 744-1005
Contact: Rob Nemetz
Rob@ranemetz.com |
