Site work for a water / sewer project in Orange, California. Completed plans call for site work for a water / sewer project.

**As of April 30, 2025, the project was awarded to Innovative Construction Solutions, with an awarded amount of $3,199,190.** The Bond Basin Slope Repair Project Generally Consists Of Repairing Erosion Along The Southeast Comer Slope Of Bond Basin. The Work Includes The Following Major Components. 1. Construction Access: Construction And Maintenance Of Temporary Access Road(S) And Work Area(S) Within The Basin To The Work Area. 2. Slope Repair: The Work Includes Excavating Existing Landslide Debris To Firm Native Subgrade. Approximately 10,000 Cys Of Approved Filled Material Shall Be Keyed And Benched Into The Existing Slope. Fill Shall Be Reinforced With Geotextile Fabric. The Cavity Below The Existing Soil Nail Wall Shall Be Backfilled With Approximately 500 Cys Of Control Density Fill. Approximately 1,200 Cys Of Usable Fill Material Is Stockpiled On-site And Approximately 8,800 Cys Of Approved Material Shall Be Procured And Transported To The Site. 3. Storm Drain Relocation: The Work Includes Relocating An Existing 60-inch Storm Drain Outlet Conveying Stormwater Into The Basin. Approximately 270 Linear Feet Of 60-inch Reinforced Concrete Pipe And Three Storm Drain Manholes Shall Be Constructed With In District Property Connecting The Existing 60-inch Storm Drain To The Proposed Swale And Plunge Pool. Work Includes Abandonment Of The Existing 60-inch Storm Drain Outlet In Place. 4. Concrete Swale And Plunge Pool: The Work Includes Construction Of A Concrete Headwall, Grade Beam, And Piers Connected To The 60-inch Storm Drain. Constructon Of A 10-foot Wide Concrete Swale With 10 Foot By 4 Foot Section Of 1/4 To 1/2 Ton Grouted Riprap Placed On Each Side. The Swale Discharges To The Plunge Pool Consisting Of 1/4 To 1/2 Ton Riprap And 105 To 300 Pound Rock. Completion Of Work And Liquidated Damages: All Work Must Be Substantially Completed Within Two Hundred Twenty (220) Consecutive Calendar Days From The Date Of The Notice To Proceed Issued By The District. Failure To Complete The Work Within The Time Set Forth Herein Will Result In The Imposition Of Liquidated Damages For Each Day Of Delay, In The Amount Set Forth In The Information For Bidders. Bid Guarantee: Each Bid Shall Be Accompanied By One Of The Following: A Certified Or Cashier's Check, Or Bid Bond In An Amount Not Less Than Ten Percent (10%) Of The Total Bid Price, Payable To The Orange County Water District, As A Guarantee That The Bidder, If Its Bid Is Accepted, Shall Promptly Execute The Agreement, Furnish A Satisfactory Faithful Performance Bond In An Amount Not Less Than One Hundred Percent (100%) Of The Total Bid Price, Furnish A Labor And Material Bond In An Amount Not Less Than One Hundred Percent (100%) Of The Total Bid Price, And Furnish Certificates Evidencing That The Required Insurance Is In Effect In The Amounts Set Forth In The Insurance Conditions. The Faithful Performance Bond Shall Remain In Full Force And Effect Through The Guarantee Period As Specified In The General Provisions. All Surety Companies Shall Be Admitted Surety Insurers And Shall Comply With The Provisions Of Code Of Civil Procedure Section 995.630. District's Rights Reserved: The Orange County Water District Reserves The Right To Reject Any Or All Bids, And To Waive Any Informality In Any Bid. Question Deadline 03/18/2025 at 4:00 PM PT All questions relative to this project prior to the opening of bids shall be directed, in writing, to OCWD: ORANGE COUNTY WATER DISTRICT 18700 Ward Street Fountain Valley, CA 92708 Mailing Address: P.O. Box 8300 Fountain Valley, CA 92728-8300 Attention: Laurence Esguerra, Project Manager Telephone: (714) 378-3330 Email : procurement@ocwd.com