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Published August 22, 2025 at 8:00 PM

Updated December 10, 2025

Site work and renovation of a water / sewer project in Santa Rosa, California. Completed plans call for the renovation of a water / sewer project; and for site work for a water / sewer project.

The Project is located at the Reclamation Pump Station E Building located at 4301 Llano Road (3822'03.6"N, 12246'08.6"W) and is described as follows: This project will replace an existing wood framed building housing electrical equipment serving the City's effluent pump station at the Laguna Treatment Plant with a prefabricated metal building. The work includes existing building and selective site demolition, construction of a new concrete grade beam building foundation supported on drilled piers, procurement of a prefabricated metal building including engineering calculations and drawings, building fabrication and erection including building accessories, HVAC improvements, electrical improvements, re-support of existing overhead electrical conduits and cabinets currently supported by the existing building, site grading and surfacing replacement, and gate and fencing modifications. A majority of the existing electrical equipment will remain, and the pump station is required to remain operational throughout the duration of the project. Time for Final Completion. The Project must be fully completed within 140 Working Days from the start date set forth in the Notice to Proceed. City anticipates that the Work will begin on or about Fall 2025, but the anticipated start date is provided solely for convenience and is neither certain nor binding. License. This Project requires a valid California contractor's license for the following classification(s): Class A. DIR Registration. City may not accept a Bid Proposal from, or enter into the Contract with, a bidder without proof that the bidder is registered with the California Department of Industrial Relations ("DIR") to perform public work pursuant to Labor Code 1725.5, subject to limited legal exceptions. The Bid Proposal must be accompanied by bid security of ten percent of the maximum bid amount, in the form of a cashier's or certified check made payable to City, or a bid bond executed by a surety licensed to do business in the State of California on the Bid Bond form included with the Contract Documents. The bid security must guarantee that within ten days after City issues the Notice of Award, the successful bidder will execute the Contract and submit the payment and performance bonds, insurance certificates and endorsements, valid Certificates of Reported Compliance as required under the California Air Resources Board's In-Use Off-Road Diesel-Fueled Fleets Regulation (13 CCR 2449 et seq.) ("Off-Road Regulation"), if applicable, and any other submittals required by the Contract Documents and as specified in the Notice of Award. Performance and Payment Bonds. The successful bidder will be required to provide performance and payment bonds, each for 100% of the Contract Price, as further specified in the Contract Documents. Instructions to Bidders. All bidders should carefully review the Instructions to Bidders for more detailed information before submitting a Bid Proposal. The definitions provided in Article 1 of the General Conditions apply to all of the Contract Documents, as defined therein, including this Notice Inviting Bids. Site Walkthrough Description: The bidders' conference is mandatory. A bidder who fails to attend a mandatory bidders' conference may be disqualified from bidding. Mobilization shall conform to the Standard Specifications, and any modifications herein. Mobilization shall include the obtaining of all permits; moving onto the site of all equipment; and other construction facilities as required for the proper performance and completion of the work. Mobilization shall include demobilization as defined herein. Mobilization shall include but not be limited to the following principal items: 1. Preparation of Contract by the Contractor. 2. Completion of all tasks and submittal of all documents (bonds, insurance, schedule, etc.) required as conditions of issuing the Notice to Proceed. 3. Obtaining all required permits. 4. Installation of project identification signs per Section 7.23 of these General Conditions. The Contractor shall coordinate with City for placement. 5. Installing temporary construction water supply, power, wiring, and lighting facilities, as required. 6. Providing field office trailers if needed by the Contractor. 7. Moving onto the site(s) of all Contractor's equipment required for operations. 8. Having all OSHA required notices and establishment of safety programs. 9. Attendance at Pre-Construction Conference of Contractor's principal construction personnel. A paved staging site and tertiary treated recycled construction water is available for the Contractor's use approximately 1,000 feet north of the project site at the City's Compost Facility. Demobilization shall include, but not limited to, removal of all equipment, unused materials, all temporary utilities, job trailers and all temporary communication facilities. Asphalt concrete shall be placed in separate lifts as shown on the Project Plans. Asphalt paving shall be accomplished by use of a paving machine. Any equipment used to transfer asphalt concrete to the paving machine shall not exceed the load capacity of any surface it is driven over and shall not produce rutting or pumping of the existing subgrade or newly placed asphalt concrete base at any time. Construction vehicles/equipment shall not be allowed on the newly placed asphalt concrete base until the day after it is placed. Super Dumps or other trucks with liftable trailing load bearing axles shall not be allowed on the newly placed asphalt concrete base at any time. All trucks or other construction equipment to be driven on the newly placed asphalt concrete base shall not exceed the surface load bearing capacity and shall not produce rutting or pumping at any time. The Engineer shall provide reference points and cut sheets for the placing of asphalt concrete base and asphalt concrete surface. The Contractor shall furnish an excavation and paving plan which shall include the following: 1. Requested location for survey staking of reference points 2. Asphalt plant supplying mix including aggregate source 3. Disposal site for spoils 4. Type of trucks and equipment to be used 5. Haul routes through adjacent residential streets 6. Staging locations 7. Sequencing 8. Taper grind locations The Contractor shall dispose of all Portland cement concrete and asphalt concrete, generated from removal or demolition activities on the project, at a recycler for these materials. The Contractor shall provide receipts verifying delivery and approximate quantity (in tons) of the material delivered to a material recycler. All other excess materials from the project shall become the property of the Contractor and shall be disposed of by them, at the contractor's expense. A. The Contractor shall install, ready for use, the electrical system as specified herein and shown on the Contract drawings. This document describes the function and operation of the system and particular components but does not necessarily describe all necessary devices. All components and devices shall be furnished and installed as necessary to provide a complete operable and reliable system for accomplishing the functions and meeting the performance set forth hereinafter. B. Furnish all required labor, materials, project equipment, tools, construction equipment, safety equipment, transportation, test equipment, incidentals and services to provide a complete and operational electrical system as shown on the Electrical-Series (E-Series) Contract Drawings, included in these Specifications, or necessary for fully operating facility. C. Examine the specification and Drawings for mechanical equipment and provide all circuit breakers, switches, pushbuttons and appurtenances which are not specified to be with the mechanical equipment. Erect all electrical equipment not definitely stated to be erected by others, furnish and install conduit, wire and cable and make connections required to place all equipment in complete operation. D. It is recommended that the Contractor attend the job walk for the site and shall have accomplished the following: 1. Thoroughly examine existing conditions before submitting their bid proposal to perform any work. Compare site conditions with data given on the plans or in these Specifications. No allowance shall be made for any additional costs incurred by the Contractor due to their failure to have examined the site or to have failed to report any discrepancies to the Engineer prior to bid. 2. It is the Contractor's responsibility to be fully familiar with the existing utility locations, conditions and local requirements and regulations. 3. Verify all measurements and conditions and shall be responsible for the correctness of same. No extra compensation will be allowed because of differences between Work shown on the Drawings and measurements at the site. E. Deviations to locations and conduit routing, as shown on the Plans, must first be approved by the Engineer. 1. All plan deviations made by the Contractor shall be reflected on the Contractor supplied "Record Drawings." 2. All engineering, drafting, and clerical expenses associated with updating the Record Drawings due to any major unauthorized changes shall be the responsibility of the Contractor and shall be deducted from the Contract. F. The major areas in the scope of work as illustrated on E-series Contract drawings, which includes both the furnishing and installation are: 1. Generator Termination Panel and disconnect switch. 2. Modifying existing panelboards as shown on Contract Drawings. 3. Conduits and the field interconnection wiring between the Control Panels, instrumentation, etc. and equipment provided under all other Divisions. 4. Provide all necessary conduits, junction boxes, grounding system, field interconnection wiring, hardware, fittings, and devices to connect the designated equipment and wiring. 5. All necessary miscellaneous shut off, sample, and calibration valves to sensors. 6. Grounding system and equipment grounding. 7. Provide trenching, backfilling, and compaction for all underground conduit routes, concrete pads, and pull boxes. 8. Remove and dispose of all excess dirt, paving, concrete, and other materials from site work. G. Contractor shall field verify existing conditions as required to complete the project. H. The following specifications incorporate specific equipment and devices that are preferred by the City because of their serviceability, to match existing equipment, because of the local availability of labor, parts and materials, or because of the ability of the City to umbrella the equipment under existing maintenance contracts. I. All electrical work shall conform with the National Electric Code (NEC) 2023 issue. Nothing on the Plans or in the Specifications shall be construed to permit work or materials not conforming to these codes and standards. J. Contractor shall field verify all existing conditions, equipment, wires, conduit, etc. as required to complete the project. A. Provide the following submittals, per Section 16010, for the entire electrical power system including the 208/120V distribution system: 1. Short Circuit Study 2. Protective Device Coordination Study 3. Arc Flash Study B. Electrical System Studies shall be prepared, stamped and signed by a professional Electrical Engineer registered in the State of California and in accordance with IEEE 242, IEEE 399, ANSI/IEEE C37.13 and IEEE 519. C. Exceptions / Clarifications 1. Itemize all exceptions and clarifications to the Contract Documents in a letter (located in the front of the submittal) on Owner letterhead. 2. Exceptions that are noted in the study, but not listed on the Exceptions/Clarifications letter, will be considered as non-responsive and not accepted as changes to the Contract Documents. 3. All exceptions taken from the Drawings and specifications shall be documented with justifications. When noting the exception, list which Drawings or which Specification Subsection number the exception is taken. 4. Clarification requests shall list which Drawing or Specification Subsection number the clarification is required for. D. Provide two (2) DVDs at the completion of the project. One DVD will contain the as-built set of studies, reports, settings, etc. The other DVD will contain the original source format of input data used for the PC based computer software, including all SKM files used to create the studies. Provide all setup information used for the computer-based study and report. E. For each resubmittal, provide a copy of submittal comments and a separate letter, on Owner letterhead, identifying how each submittal comment has been addressed in the resubmittal. F. When submittals are provided in PDF format, utilize the "Bookmark" feature of the Adobe Acrobat and clearly bookmark locations in the report to locations identified in the Report's Table of Contents. Bookmarks shall not be out of order; the English description shall match that listed in the Report's Table of Contents.

Award

Water / Sewer

$1,033,361.00

Public - City

Renovation, Site Work

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