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

**As of February 19, 2025, this project has not yet been awarded. A timeline for the award has not yet been established.** Bidders should be aware that uploading of the bid and associated documents may take some time, and bidders are responsible to ensure that their bid and all supporting documentation are submitted and completed prior to the deadline. Bids shall be valid for sixty (60) calendar days after the bid opening date. Bids must be submitted on the City s Bid Forms. The work to be performed under this Contract shall consist of furnishing all plant, tools, equipment, materials, labor, supplies, and manufactured articles for the Project, as shown on Drawing Number 20-22A Sheets 1-14, Specifications, and Contract Documents. The general items of work include installation of a 30-inch diameter reinforced concrete storm drainage pipe, construction of a retaining wall and open channel and associated outlet structure, installation of an above grade 30-inch diameter pipeline, modification/abandonment of an existing storm drainage pump station, environmental compliance and modification to an existing 30-inch diameter storm drain pipeline. The Project is located at Hill Canyon Treatment Plant in the City of Thousand Oaks (9600 Santa Rosa Road, Camarillo, CA 93012). Pursuant to Public Contract Code section 20170, all bids must be accompanied by a bid security in one of the following forms: an electronic bid bond via Online, or one of the following forms of bid security to be delivered to the City Clerk Department at City Hall before the bid submission date: an original hard copy bid bond on the form included in the Contract Documents, a certified or cashier s check made payable to the City, or cash, in an amount not less than ten percent (10%) of the submitted Total Bid Price. PDF copies of a hard copy bid bond will not be accepted. Prospective bidders intending to submit a bid accompanied by a bid security other than an electronic bid bond must ensure the original document or other form of bid security is received by the City Clerk Department at City Hall before the bid submission deadline. Failure to provide required bid security shall cause the bid to be deemed incomplete and therefore nonresponsive. The successful bidder will be required to furnish the City with requisite insurance and Payment and Performance Bonds in an amount equal to 100% of the Contract Price and on the forms included in the contract documents, as outlined in the Instructions to Bidders. Each bidder shall be a licensed contractor pursuant to the California Business and Professions Code and shall be licensed in the following classification(s) of contractor s license(s), throughout the duration of the Contract: CLASS A. The successful bidder will be required to complete all work within 200 calendar days from the commencement date stated in the Notice to Proceed. In accordance with Government Code section 53069.85, City will be compensated for damages incurred due to delays for which the Contractor is responsible. The parties agree that determining City s exact delay damages is and will continue to be impracticable and extremely difficult. As such, for each calendar day in excess of the time agreed upon for completion of the work, the Contractor shall pay to the City $1,500.00 per day, as liquidated damages and not as a penalty or forfeiture. Such amount shall constitute the only payment allowed for damages resulting from Contractor caused delays. The City shall have the right to deduct the amount of liquidated damages from any money due or that may become due under the Contract. Consistent with Public Contract Code Section 7102, Contractor will be compensated for damages incurred due to delays for which the City is responsible. The parties agree that determining Contractor s exact delay damages is and will continue to be impracticable and extremely difficult. As such, for each calendar day in excess of the time agreed upon for completion of the work, the City shall pay to the Contractor $1,500.00 per day, as reverse liquidated damages and not as a penalty or forfeiture. Such amount shall constitute the only payment allowed for any City caused delays and shall necessarily include all overhead, all profits, all administrative costs, all bond costs, all labor, materials, equipment and rental costs and any other costs, expenses and fees incurred or sustained as a result of such delays. Notice of requests for delay damages and additional days shall be provided to the City within seven (7) days from the discovery of the circumstances giving rise to any delay or three (3) days from the discovery of any latent or subsurface conditions giving rise to a delay. Award of Contract: The City shall award the Contract for the Work to the lowest responsive, responsible bidder as determined from the BASE BID specified by the City. The City reserves the right to reject any or all bids or to waive any irregularities or informalities in any bids or in the bidding process. For further information, contact the City s Project Manager, Nader Heydari, PE, City of Thousand Oaks, (805) 449-2392, nheydari@toaks.gov. A. Contractor shall furnish materials, equipment and labor necessary to perform and complete demolition work called for in the Contract Documents. The work includes removal of existing irrigation, fencing, concrete slabs and walls, trees, pavement, miscellaneous components, and vegetation as noted on the Drawings required to accommodate new construction. B. Various existing piping, retaining walls, concrete slope lining, curb, gutter and asphalt paving shall be cut, abandoned and capped, removed or replaced according to Contract Documents. C. Demolition also includes, patching, repairing and finishing existing items to remain to the specified condition with an invisible transition, under normal lighting conditions at the site, between new and existing. In addition, it includes protection of work to remain protected in place. D. The Contractor shall notify "DIGALERT" 48 hours prior to beginning excavation, shoring or trenching operations. Coordinate the utility marking with the HCTP staff and allow for an additional 72 hours for the completion of the marking of existing utilities. This section includes materials, installation, and testing of formwork, joints, concrete, cement sand slurry, concrete reinforcement, non- shrink grout, metal frames, grates, rings and covers, and finishing and curing for general concrete construction. This section includes removal of existing hardscape, structures, clearing, grubbing, and stripping. A. Section includes requirements for labor, materials, equipment and appliances necessary to complete all excavations, trenching, backfill, fine grading and compaction, junction structure, manhole placement as well as rock and geotextile material placement in accordance with Contract Documents . B. The work to be performed under this Specification shall consist of furnishing all labor, equipment, and materials and performing all operations in connection with the excavating, trenching, and backfilling for all conduits and other related work in this contract as shown on the Drawings and as specified herein. C. The term "trenching" refers to all grading and excavation pertaining to the construction and/or installation of all conduits as shown on a set of Drawings. The contractor shall perform all excavation of every description and of whatever substances encountered, to depths indicated on the drawings or otherwise specified or required. Sheeting and shoring shall be done as necessary for the protection of the Work and for the safety of personnel. Material piles shall not obstruct existing sidewalks or driveways unless it cannot be avoided. All excavated materials not required or unsuitable for backfill shall be removed. Such grading shall be done as may be necessary to prevent surface water from flowing into trenches or other excavations. A. Contractor shall be responsible to design, furnish and provide all required temporary shoring to comply with contract specifications for all specified excavations and trenches to provide public and workers' safety. B. The Contractor shall ensure that its operations will not create safety hazards. A. The work as outlined in this Specification shall cover repairing and replacing streets, and other pavements that have been cut, broken, or damaged due to excavation. B. Restoration limits shall comply with City of Thousand Oaks Standard Trench Repair Plate No. 8-14. The work as outlined in this Specification shall include all labor, materials, equipment, and supervision to install the reinforced concrete pipe as shown on the Contract Documents. Question Deadline 01/15/2025 at 5:00 PM PT One tap mobile +16692192599,,84551608889#,,,,*610742# US (San Jose) +16699006833,,84551608889#,,,,*610742# US (San Jose) --- Dial by your location o +1 669 219 2599 US (San Jose) o +1 669 900 6833 US (San Jose) o +1 213 338 8477 US (Los Angeles) o +1 346 248 7799 US (Houston) o +1 602 753 0140 US (Phoenix) o +1 720 928 9299 US (Denver) o +1 971 247 1195 US (Portland) o +1 253 215 8782 US (Tacoma) o +1 301 715 8592 US (Washington DC) o +1 312 626 6799 US (Chicago) o +1 470 250 9358 US (Atlanta) o +1 470 381 2552 US (Atlanta) o +1 646 518 9805 US (New York) o +1 651 372 8299 US (Minnesota) o +1 786 635 1003 US (Miami) o +1 929 205 6099 US (New York) o +1 267 831 0333 US (Philadelphia) Meeting ID: 845 5160 8889 Passcode: 610742 One tap mobile +16692192599,,84551608889#,,,,*610742# US (San Jose) +16699006833,,84551608889#,,,,*610742# US (San Jose) --- Dial by your location o +1 669 219 2599 US (San Jose) o +1 669 900 6833 US (San Jose) o +1 213 338 8477 US (Los Angeles) o +1 346 248 7799 US (Houston) o +1 602 753 0140 US (Phoenix) o +1 720 928 9299 US (Denver) o +1 971 247 1195 US (Portland) o +1 253 215 8782 US (Tacoma) o +1 301 715 8592 US (Washington DC) o +1 312 626 6799 US (Chicago) o +1 470 250 9358 US (Atlanta) o +1 470 381 2552 US (Atlanta) o +1 646 518 9805 US (New York) o +1 651 372 8299 US (Minnesota) o +1 786 635 1003 US (Miami) o +1 929 205 6099 US (New York) o +1 267 831 0333 US (Philadelphia) Meeting ID: 845 5160 8889 Passcode: 610742 Specification No. 2024/2025-06 Engineer's Estimate - $1.8M