SLED Opportunity · IDAHO · CITY OF CALDWELL
AI Summary
City of Caldwell, Idaho invites bids for the 2026 Well House 20 Construction Project. Bids due by 2:00 PM ET on March 31, 2026. Non-mandatory pre-bid meeting on March 11, 2026, at the project site.
The City of Caldwell, Idaho will receive bids for 2026 Well House 20 Construction Project. Bids are currently due on or before 2:00 pm, on Tuesday, March 31, 2026. Prospective bidders are requested to attend a non-mandatory pre-bid meeting at 2:00 PM on Wednesday, March 11th, 2026, at the Work site. The site can be accessed by turning east onto Lincoln Road from Middleton Road, traveling 0.42 miles, then south on a dirt road for another 0.27 miles.
Construction of a water facility for existing Well 20 in Caldwell, Idaho. This project includes the site work, building, pumping plant, and all associated mechanical, electrical, controls, and instrumentation, and structural work necessary for a complete and operational facility.
Addendum #01 - Batt Insulation at Ceiling
Please see attached revised details A and B on sheet 55.0 showing the insulation and ceiling requirements.
See Contract Documents
For the purposes of the Contract Documents, the following is the Completion Date: BIDDER agrees that this project will be substantially complete by October 1, 2026 and fully operational by or before November 1, 2026. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the work on time.
Substantial Completion: Substantial Completion shall be achieved only when the Well House Facility is fully constructed, operational, and capable of supplying potable water to the municipal distribution system in accordance with the Contract Documents, with only minor punch list items remaining that do not affect safety, operability, or regulatory compliance. The permanent pump, mechanical, electrical, control, and SCADA systems shall be fully installed, energized, tested, and functioning under normal operating conditions, and no temporary systems shall remain in service. Disinfection and bacteriological testing shall be complete with acceptable results, all required inspections finalized, and written authorization to place the facility into service received from the Idaho Department of Environmental Quality, if applicable. Substantial Completion shall be established only upon issuance of a written Certificate of Substantial Completion by the Engineer.
Final Completion: Contractor shall have all aspects of the project 100% completed and approved by the City, including all punchlist items, clean up, stock pile & BMP removal, etc.. All equipment shall be removed from the project site and all areas within the project boundaries being left in a nice, neat, clean state.
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Whenever in these specifications or in other contract documents the following terms (or pronouns in place of them) are used, the intent and meaning shall be interpreted as follows:
BIDDER will furnish all material, equipment, labor, taxes, permits and all things necessary to complete the Scope of this project in place for the UNIT PRICES as Bid, being aware that the total amount of compensation will be determined from the actual quantities completed in place, computed to neat lines as detailed. BIDDER understands that the City will provide initial compaction testing of backfill, but BIDDER will provide for excavation necessary to perform compaction testing. BIDDER understands that BIDDER will furnish air testing for this Work, a TV inspection of completed sewer lines, any required re-compaction testing of backfill, and any repairs indicated by testing and inspections.
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BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders including without limitation those dealing with the disposition of Bid Security. This Bid will remain subject to acceptance for thirty (30) days after the day of Bid opening. BIDDER will sign and submit the Agreement with the bonds and other documents required by the Contract Documents within ten (10) days after the date of OWNER'S Notice of Award.
<Description>
The BIDDER agrees, if this Bid is accepted, to enter into an agreement with OWNER in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Contract price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.
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The number of days within which, or the dates by which, the Work is to be substantially completed and also completed and ready for final payment (Contract Time) are set forth in the Bid Form and the Agreement.
Provisions for liquidated damages, if any, are set forth in the Agreement.
The Contract, if awarded, will be on the basis of materials and equipment described in the Drawings or specified in the Specifications without consideration of possible substitute or "or-equal" items. Whenever it is indicated in the Drawings or specified in the Specifications that a substitute or "or-equal" item of material or equipment may be furnished or used by Contractor if acceptable to Engineer, application for such acceptance will not be considered until after the Effective Date of the Agreement.
No Contractor shall be required to employ any substitute Subcontractor, Supplier, other person or organization against whom Contractor has reasonable objection.
The Contractor, as required by the laws and statutes of the State and its political subdivisions, shall pay state and local sales and use taxes. Prices quoted in the Bid shall include sales tax, unless otherwise specified or provision is made to separately itemize the tax. The Contractor will be required to fill out a WH-5 tax form and submit the completed form to the State Tax Commission.
The Contractor will be responsible for completing all applications, notices, and submittals required. Upon completion of the contract and before release of the retainage (constituting final payment) to the contractor, the Owner must receive a Public Works Contract Tax Release from the State Tax Commission indicating the Contractor has complied with the Idaho tax laws. A 5% Retainage will be held until the Tax Release is received from the State Tax Commission.
BIDDER accepts, if selected as CONTRACTOR for this Work, responsibility for the protection of all existing structures and facilities in or near the construction site from damages resulting from CONTRACTOR'S construction activities. It shall be SUCCESSFUL BIDDER'S responsibility, in the event any structure or facility is damaged by construction activities, to restore at BIDDER'S expense, said structure or facility to an equal or better condition than existed prior to said construction activities.
Please indicate what type of business your company operates as.
Please the document provided here and sign the proper section, or have the proper section signed (as applicable), and upload back here as part of your submittal.
Upload a completed WH-5 Tax Form
Please enter your Contractor's License Number as issued to participate on Public Works Projects within the State of Idaho.
Please download the bid bond form, complete it as required, and then upload the completed version and all associated documents for a fully valid bid bond.
IMPORTANT
Surety companies executing BONDS must appear on the Treasury Department's most current list and be authorized to transact business in the state where the project is located.
Please download the attached subcontractor form and fill it out specifying all requested information for all applicable subcontractors you will be using for this project.
If you will not be subcontracting any of this work, please write on the form that you will be using no subs and then upload it here.
Upload any other documents you wish to submit with your bid or that have been noted as required.
In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that:
BIDDER has examined copies of all Bidding Documents including Addenda (receipt of all addenda must be acknowledged);
BIDDER has familiarized itself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing the Work;
BIDDER has studied carefully all reports and drawings of subsurface conditions and drawings of physical conditions which are identified in the technical data contained in such reports and drawings upon which BIDDER is entitled to rely;
BIDDER assumes responsibility for obtaining and carefully studying all examinations, investigations, explorations, tests and studies in addition to or to supplement those referred to in (c) above which pertain to the subsurface or physical conditions at the site or otherwise may affect the cost, progress, performance or furnishing of the Work as BIDDER considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract documents, and no additional examinations, investigations, explorations, tests, reports or similar information or data are or will be required by BIDDER for such purposes;
BIDDER has reviewed and checked all information and data shown or indicated on the Plans and Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location and protection of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports or similar information or data in respect of said Underground Facilities are or will be required by BIDDER in order to perform and furnish the Work at the Contract price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents;
BIDDER has correlated the results of all such observations, examinations, investigations, explorations, tests, reports and studies with the terms and conditions of the Contract Documents;
BIDDER has given CITY ENGINEER written notice of all conflicts, errors or discrepancies that it has discovered in the Contract Documents and the written resolution thereof by CITY ENGINEER is acceptable to BIDDER;
This Bid is genuine and not made in the interest of or on behalf of an undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; BIDDER has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; BIDDER has not solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER.
Party submitting this bid confirms that they are authorized to do so by the Company noted in this bid and has uploaded any signed documents required to show such authority.
Are there any Special Provisions for this project?
You have indicated that there are Special Provisions for this project. There are two method for providing the Special Provisions, you must select one at this time.
You may upload an already created document with all necessary special provisions.
OR
You may choose to modify a Special Provisions section of the project with subsections for specific items of note.
Are there Bid Schedule Definitions that need to be shown for this project?
Are there any project drawings for this project?
Are there General Conditions that need to be stated for this project?
Is the Public Bid Opening Date or Time different than the bid due date and time?
What is the date of the public bid opening? If same as the due date, please still provide here.
Example:
January 1, 2024
What is the time of the public bid opening? If same as the due time, please still provide here.
Example:
10:00 A.M.
What is the substantial completion date for this project based on the current schedule?
Please write the full date as follows:
June 30, 2024
Based on the current schedule, what is the date for when this project should be fully operational? This is often a separate date from the Substantial Completion Date.
Please write the full date as follows:
July 1, 2024
Please provide the description of what will constitute substantial completion for this project.
Example:
Contractor shall have all sewer mainline, manholes, services and other sewer line components constructed, meeting and passing all grade, elevation & testing requirements and flowing sewer, taking the 21st Avenue lift station off-line. Mainline shall not be activated without City approval.
Q (Diesel Generator): Note 16 on the Civil Site Plan says the generator shall be Blue Star Power Systems PD180-01. Will other generator manufacturers (Generac) be considered?
A: Alternate manufacturers, such as Generac, may be considered provided the proposed unit meets or exceeds all specified electrical, operational, and enclosure requirements and is submitted for review with supporting specifications.
Q (Variable Frequency Drive ): Note 2 on the one-line specifies a Danfoss VFD, Floor Mounted Enclosure with Integral Filter and Door Mounted HOA Switch. Will other VFD manufacturers (Mitsubishi, Galt Electric) be considered?
A: The Danfoss VFD specified in Note 2 reflects the City’s standard for well facilities to maintain consistency in operation, maintenance, and parts inventory. Alternate VFD manufacturers will not be considered for this project.
Q (Coatings): Is there a Process piping Coating Specification.
A: Yes. See Note 02M-101 #9 on the drawings for process piping coating requirements. Interior ductile iron pipe shall be ordered without exterior asphaltic seal coat and shall receive a rust-inhibitive primer and epoxy coating. Color shall be selected by the Owner.
Q (Estimate): Can you tell me if there's an estimate/dollar range for bid bond purposes?
A: A 5% bid bond is required as specified in the contract documents. The City is not releasing an engineer’s estimate for this project.
Q (Well Pump Or-Equal): Will a Xylem 10 RJMC 2 Stg submersible pump that satisfies all of the stated conditions on drawing 01G-003 be accepted as an or-equal?
A: The proposed pump may be submitted for consideration as an equal provided it meets the requirements shown on Drawing 01G-003 and the Contract Documents.
Q (Geotech Report): Can you please advise on where to find the Geotech report? I am having trouble finding that.
A: The geotechnical report has been attached for reference.
Q (General Questions): 1- In the meeting, it was stated that all sub-contractor's must hold a PW license. From my understanding, any sub-contractor coming in under 100k can work under the GC's PW license. Can you confirm? 2- Building permit- is this handled and paid for by City of Caldwell? 3- Power- It was stated that transformer costs and all Idaho Power costs will be handled by City of Caldwell. Are we expected to have a generator or some sort of temp power on site for the duration of the job?
A: 1. Contractors and subcontractors shall comply with all applicable Idaho Public Works Contractor licensing requirements. Bidders are responsible for verifying licensing requirements with the Idaho Division of Occupational and Professional Licenses. (Idaho Code §54-1903 and §54-1904) 2. The building permit will be obtained and paid for by the City of Caldwell. 3. The City of Caldwell will coordinate and pay for service instillation costs with Idaho Power. The Contractor shall be responsible for providing temporary power as necessary for construction operations.
Q (Drainage Window): Drainage window per detail 6, Sheet 02C-501 does not specify aggregate requirements or depths. Please confirm invert elevations and material types for drainage window.
A: The aggregate for the drainage window shown in Detail 6 shall be free-draining structural fill. The pond depth is 5 ft per the grading plan; structural fill extends to 10 ft total depth (5 ft below pond bottom), followed by 1 ft of filter sand (11 ft total) transitioning into free-draining native gravel, with groundwater anticipated at approximately 11.5 ft.
Q (Stainless Steel Table & Cabinet): On page 02M-101, they are calling for stainless steel table and cabinet. Can you provide more information on the products you are looking for?
A: The information provided on Sheet 02M-101 should be sufficient to bid from. There should be off-the-shelf stainless-steel table and cabinet products available that meet the description shown on the plans.
Q (Geotech/Soils Testing): 1) Does the City or the Contractor carry the Geotechnical/Soils testing?
A: See attached document - BO25073E Well House #20 GEE.
Q (Yard Light Poles): Please clarify the desired height for the yard light poles.
A: The mounting height for the yard lights will be 20 ft.
Q (Drywall/Insulation): Is batt insulation required at the ceiling of this pump building? Nothing is shown in the plans. Also, what about drywall? Nothing is shown in the plans.
A: We have asked the structural engineer to add ceiling insulation to plans, with primed and painted OSB on the ceiling, no drywall. We will issue the revised plans as an addendum. Addendum is attached.
Q (Coatings Specs ): There is such a wide variety in Coatings when referring to Rust Prohibitive Primers and Epoxies. Not only in Costs but also application Mils. Can you please provide a more accurate specification on the coatings that will be required?
A: Epoxy coating Tnemec N140, suitable for use as a primer and interior topcoat on ductile iron pipe or approved equal. Recommended epoxy coating DFT of 2.0 to 10.0 mils per coat (suggested 6.0 mils). Apply to meet the requirements of AWWA C550 (two or three coats).
Q (Fence): Is the Chainlink fence 6ft and then the 3 strands of barbed wire on top? Or 8ft chainlink with barbed wire on top?
A: 6-foot chain link fence with three strands of barbed wire on top.
Q (Pre-Bid Attendance Log): Hello, could a copy of the pre-bid meeting sign-in log be shared?
A: See attached.
Q (Pond Drain Rock): Page 02C-501 shows 6 inches of 2in drain rock in the pond with no other dimensions, which is seperate from the rip rap pad. Will you clarify how far in the pond/around it the 2in drain rock goes?
A: The drain rock should extend up the sides to within 12 inches of the top.
Q (Geotech Report/Excavation): Do you know if they want us to dig out all undocumented fill or just proof roll under all fat work?
A: The geotechnical report addresses this on Page 3, please follow these recommendations. Note that for the generator pad, detail E on S3.0 should be used.
Q (Railroad): Are we in the easement of the railroad. We want to make sure there is no additional RR insurance required or training.
A: The rail is privately owned by Sunroc. I would stay out of the rail property as much as possible.
Q (Floor Drains): Is there a specific floor drain model for the 5" Drains?
A: None called out, generally drain model approved during submittal process.
Q (Or Equal Valves): Will "or equal" valves be accepted given they meet specifications?
A: Please refer to: 02M-101 note 11 and 02C-102 note 10.
Q (drainage window ): I cant seem to find dimensions for the drainage window, I know its going 1ft into free draining but how wide x long?
A: The drainage window is to be installed along the entire pond bottom.
SLED stands for State, Local, and Education. These are solicitations issued by state governments, counties, cities, school districts, utilities, and higher education institutions — as opposed to federal agencies.
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