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Published January 23, 2026 at 7:00 PM
Updated January 24, 2026
Renovation of a water / sewer project in Columbia Heights, Minnesota. Completed plans call for the renovation of a water / sewer project.
Provide all materials, labor, equipment, and incidentals necessary for rehabilitation of Northeast High Service Pump Station at 4500 Reservoir Blvd, Columbia Heights, MN. For additional information or questions, contact the buyer. All questions must be submitted in writing. Paul Kranz paul.kranz@minneapolismn.gov Questions due by: 01/08/2026 at 4:00 PM CT The Contractor shall act as the project coordinator, be responsible for conditions of the contract, administrative requirements, Subcontractor's scheduling and cooperation, compliance with specifications and drawings, compliance with site security requirements, and all other work related requirements. A. Furnish all labor, materials, equipment and incidentals required for the Northeast High Service (NEHS) Pump Station project as shown on the drawings and specified herein. B. The work shall include, but is not necessarily limited to, the following: 1. Replace the failing pumps at Pump Station #7 with new pumps in a new pump station building to more closely fit the present needs of the NEHS zone. 2. Within the existing venturi chamber, there is a throttling valve (Gate 187) that burns excess head from the Hilltop Reservoir to match the system pressure. Currently, there is no redundancy for this valve. This project will include replacements for the Gate 187 and add redundant valves within the proposed NEHS pump station. 3. Construction of a new pump station building. 4. Installation of piping, valves, flow meters and instrumentation as shown on the drawings and specified herein. 5. Installation of a new transformer, generator, switchboard and motor control centers, wire and conduit, panelboards, disconnects, lightings, etc. and miscellaneous and appurtenant items as shown on the drawings and specified herein. 6. Installation of buried and interior cement lined steel pipe, including all bends, elbows, fittings, valves, etc. as shown on the drawings and specified herein, including disinfection of all new pipe. 7. Perform all concrete, masonry, structural and metal work as required to complete the Work. 8. Perform all sitework as required to complete the Work. C. Existing conditions shown are approximate. The Contractor is responsible for field verifying existing conditions prior to construction, including any underground utilities that may interfere with the proposed work. A. This Section includes the requirements for compiling, processing, and transmitting submittals required for execution of the project. B. Submittals are categorized into two types: Action Submittals and Informational Submittals, as follows: 1. Action Submittal: Written and graphic information submitted by the Contractor that requires the Engineer's approval. The following are examples of action submittals: a. Shop drawings (including working drawings and product data). b. Samples. c. Operation & maintenance manuals. d. Site Usage Plan (Contractor's staging - including trailer siting and material laydown area). e. Schedule of values. f. Payment application format. 2. Informational Submittal: Information submitted by the Contractor that does not require the Engineer's approval. The following are examples of informational submittals: a. Shop drawing schedule. b. Construction schedule. c. Statements of qualifications. d. Health and Safety Plans, Training Records, and Injury Logs. e. Construction photography and videography. f. Work plans. g. Outage requests. h. Proposed testing procedures. i. Test records and reports. j. Vendor training outlines/plans. k. Test and start-up reports. l. Certifications. m. Record Drawings. n. Record Shop Drawings. o. Submittals required by laws, regulations, and governing agencies. p. Submittals required by funding agencies. q. Other requirements found within the technical specifications. r. Warranties and bonds. s. As-built surveys. t. Contract close-out documents. A. This Section includes requirements of a general nature related to the Contractor's responsibility for quality control involving inspections, tests, certifications, and reports. This Section includes the following: 1. Inspections. 2. Quality Assurance - Control of Installation. 3. References. 4. Inspecting and Physical Testing Laboratory Services. 5. Contractor's responsibilities. 6. Reports. 7. Equipment Calibration. B. Unless otherwise indicated on the Attachments or Specifications, only new materials shall be incorporated in the Work. All materials furnished by the Contractor to be incorporated in the Work shall be subject to the inspection and approval of the Owner and the Engineer. No material shall be processed for or delivered to the Work without prior approval by the Engineer. C. The following Sections are related to this Section: 1. Section 01 33 00 - Submittal Procedures. A. Furnish all labor, equipment, materials, and incidentals necessary and provide separate temporary facilities for the Contractor's use, as specified herein and as shown on the drawings. B. Operate and maintain temporary facilities for the duration of the project and as directed by the Engineer. All cost and use charges for temporary facilities shall be included in the Contract Price. A. Furnish all labor, materials and equipment and perform all work required for the prevention of environmental pollution in conformance with applicable laws and regulations, during and as the result of construction operations under this Contract. For the purpose of this Section, environmental pollution is defined as the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human life; affect other species of importance; or degrade the utility of the environment for aesthetic and/or recreational purposes. B. The control of environmental pollution requires consideration of air, water, and land, and involves management of noise and solid waste, as well as other pollutants. C. Schedule and conduct all work in a manner that will minimize the erosion of soils in the area of the work. Provide erosion control measures such as diversion channels, sedimentation or filtration systems, berms, staked hay bales, seeding, mulching or other special surface treatments as are required to prevent silting and muddying of streams, rivers, impoundments, lakes, etc. All erosion control measures shall be in place in an area prior to construction activity in that area. D. This Section is intended to ensure that construction is achieved with a minimum of disturbance to the existing ecological balance between a water resource and its surroundings. These are general guidelines. It is the Contractor's responsibility to determine the specific construction techniques to meet these guidelines. E. All phases of sedimentation and erosion control shall comply with and be subject to the approval of the State of Minnesota. Prepare sedimentation and erosion control drawings meeting the requirements for approval by that agency. Upon approval, furnish two copies of the approved Drawing to the Engineer. A. Perform dust control operations, in an approved manner, whenever necessary or when directed by the Engineer, even though other work on the project may be suspended. Dust control shall be generally accomplished by the use of water; however, the use of calcium chloride may be used when approved and when necessary to control dust nuisance. B. Calcium chloride shall conform to AASHTO M144, Type I except the requirements for "total alkali chlorides" and other impurities shall not apply. C. Methods of controlling dust shall meet all air pollutant standards as set forth by Federal and State regulatory agencies. D. Contractor shall construct a temporary isolation wall between the active work areas and the operational water treatment facilities as shown on the Drawings. The Contractor shall take additional measures as required to minimize migration of construction related dust from the active construction areas into the active water treatment facilities and office areas occupied by the Owner during construction. A. This Section specifies the general requirements for the delivery handling, storage and protection for all items required in the construction of the work. Specific requirements, if any, are specified with the related item. A. Provide a competent field services technician of the manufacturers of all equipment furnished under Divisions 22-Plumbing, 23-Heating, Ventilating and Air Conditioning, 26-Electrical, and 40-Process Integration to supervise installation, adjustment, initial operation and testing, performance testing, final acceptance testing and startup of the equipment. B. Perform specified equipment field performance tests, final acceptance tests, and startup services. A. This Section covers the cutting, coring, rough and finished patching of holes and openings Holes and opening maybe in existing construction, or in parts of new construction. Procedures for cutting and patching will be the same for either condition. B. All cutting, coring, and rough patching shall be performed by the Contractor. Finish patching shall be the responsibility of the Contractor and shall be performed by the trade associated with the application of the particular finish. C. Provide all cutting, fitting and patching, including attendant excavation and backfill, required to complete the work or to: 1. Make its several parts fit together properly. 2. Uncover portions of the work to provide for installation of ill-timed or improperly scheduled work. 3. Remove and replace defective work. 4. Remove and replace work not conforming to requirements of Contract Documents. 5. Remove samples of installed work as specified for testing. 6. Provide penetrations of structural surfaces and materials for installation of piping, ductwork, equipment and electrical conduit. 7. Provide penetrations of non-structural surfaces and materials for installation of piping, ductwork, equipment and electrical conduit. The determination of what is a nonstructural surface or material shall be made by the Engineer. 8. Remove, install, or relocate materials or equipment. A. This Section specifies administrative, verification, and procedural requirements for project closeout, including but not limited to: 1. Final cleaning included in Section 01 74 23. 2. Project Record Documents included in Section 01 78 39. 3. Shop Drawings included in Section 01 33 00. 4. Warranties, guarantees, and bonds included in Section 01 78 36 and applicable Sections in the Technical Specifications. 5. As-built construction schedule included in Section 01 32 16.
Post-Bid
Water / Sewer
$3,000,000.00
Public - City
Renovation
Trades Specified
Division 00 - Lorem Ipsum
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January 22, 2026
March 23, 2026
4500 Reservoir Blvd, Columbia Heights, MN
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