Response Format Paper
Project Type Bid
Response Types Line Items
Type of Award Lump Sum
License Requirements "A" California State Contractor License
Liquidated Damages $4,500 per day
Online Q&A No
Substantial Completion Time: 375 Working Days ; Final Completion - 435 working days
Engineer's Estimate: $8,000,670 (Base Bid) The Project was created to address the flow capacity deficiencies and aging infrastructure for the River Trunk. The realignment project has three phases: the Shackelford Pump Station is Phase 3. It consists of a Pump Station on the East Side of the Tuolumne River, a force main through Dryden Golf Course and Gravity Trunk that connects to the sewer on Colorado & Pelton Avenue. Sheeting, Shoring, and Bracing, or Equivalent Method for the
Protection of Life and Limb in Trenches and Open Excavation
SWPPP Installation and Maintenance
Subsurface Utility Investigations
Survey Monument Preservation
Grinder Pump Station
Shackelford Pump Station
24-inch Sanitary Sewer Gravity Pipeline (West Side of River)
48-inch MH for 24-inch Sanitary Sewer (West Side of River)
18-inch Sanitary Sewer Force Main (West Side of River)
8-inch Sanitary Sewer Gravity Pipeline (West Side of River)
48-inch MH for 8-inch Sanitary Sewer (West Side of River)
Sewer and Gas Line Demolition (East and West Sides of River)
6-inch Sanitary Sewer Gravity Pipeline (West Side of River)
Roadway Restoration on Pelton Ave, Roselawn Ave, and Neece Dr.
36-inch Sanitary Sewer Gravity Pipeline (East Side of River)
The entire deposit is refundable if plans and specifications are returned in good condition within fifteen calendar days after Council action. For shipping requests, a Federal Express or UPS account must be provided, or other arrangements may be requested. Shipping costs are non-refundable. Email all questions to River_Trunk_Realignment_Shackelford_Pump_Station@docs.e-builder.net by 4:00 p.m., no later than 7 business days prior to the bid opening. The payment of prevailing wages is required on this project
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