Hermosa North Water Tank Project
Closed State & local contract opportunity Posted
- Solicitation number
- 1125-600002.00
- State
- South Dakota
- Responses due
Opportunity facts
- Jurisdiction
- NIGP codes
- UNSPSC codes
- 90130000 Performing arts
- 81103300 Geomatics engineering
- 93140000 Community and social services
- 81103400 Engineering procurement and project management services
- 81103404 Offshore engineering procurement and construction services
- 73150000 Manufacturing support services
- 90150000 Entertainment services
- 91110000 Domestic and personal assistance
- 81103402 Front-end engineering design services
- 81103403 Detailed engineering services
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- 81103405 Onshore engineering procurement and construction services
- 71110000 Oil and gas exploration services
- 73100000 Plastic and chemical industries
- 77120000 Pollution tracking and monitoring and rehabilitation
- 80140000 Marketing and distribution
- 81150000 Earth science services
- 82150000 Professional artists and performers
- 94110000 Religious organizations
- 94130000 Civic organizations and associations and movements
- Point of contact
-
- Anthony Theodorou atheodorou@benesch.com (605) 569-3646
Opportunity details come from bidnetdirect.com. Updated .
About this opportunity
The Hermosa North Water Tank Project is a state and local contract opportunity posted by Codington County, South Dakota, focusing on constructing a new glass-fused-to-steel bolted water storage tank for the Town of Hermosa. The project involves building a water tank with a 31-foot diameter, 24-foot sidewall height, and 127,083-gallon capacity, including associated infrastructure such as water mains, piping, access ladders, and electrical systems. Bidders are required to furnish all necessary labor, tools, materials, and equipment to complete the project, which is funded through the Drinking Water Program and has been approved by the South Dakota Department of Agriculture and Natural Resources. The bid is scheduled for July 18, 2025, at 11:00 AM local time, with a targeted completion date of October 1, 2026. Comprehensive geotechnical investigations have been completed, providing detailed soil condition analyses and engineering recommendations for foundation design, bearing capacity, and construction considerations. Bidders must submit a 5% bid bond or certified check with their proposal and demonstrate compliance with AWWA standards for materials, fabrication, testing, and quality control.
The contract does not explicitly specify set-aside designations or restrictions for disadvantaged enterprises. The project requires a 100% performance bond and a 10% warranty bond from the successful contractor, with liquidated damages set at $850 per calendar day for work not completed by the specified completion date. Geotechnical reports recommend maximum net allowable soil bearing pressures of 4,000 pounds per square foot for the new tank location, with specific site preparation requirements including scarifying and recompacting native soils and implementing proper drainage systems. While no incumbent vendors are mentioned, the project involves integrating new infrastructure with existing water system components. Although a precise award value is not specified, the comprehensive project manual and geotechnical reports suggest a significant capital investment, likely in the range of several hundred thousand to potentially over one million dollars, depending on final engineering specifications and construction complexities.
Opportunity text
2.2 Scope of Services The purpose of this report is to present a summary of our geotechnical exploration only and provide generalized opinions and recommendations regarding the soil conditions and design parameters for this individual project site. DTE's report is not intended to provide information on slope stability, environmental issues, or conditions of surrounding sites. DTE's "scope of services" was limited to the following: Explore the main project site subsurface by means of two (2) standard penetration borings. Site borings were to extend to a maximum depth of fifty (50) feet below ground surface to provide soil samples to conduct laboratory test(s) for characterizing the index and engineering properties of soils strata at site. Prepare a report presenting our findings from our field exploration, laboratory testing, and engineering recommendations for foundation types, footing depths, allowable bearing capacity, estimated settlements, floor slab support, excavation, engineered fill, backfill, compaction and potential construction difficulties related to excavation, backfilling and drainage, utility installation, and pavements exploration program results.
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