Geotechnical Site Investigation and Foundation Analysis
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This subcontract for the City of Anderson involves providing specialized geotechnical site investigation and foundation analysis for structural construction projects. The scope of work focuses on performing detailed soil analysis and foundation design for prime contractors, specifically analyzing soil subgrade modulus and calculating axial capacities for pile foundations ranging from 1 to 2 feet in diameter. These calculations must be executed using the Beta Method and SHAFT software, with embedment depths determined in accordance with CBC Chapter 1807.3.2 and compaction verified per ASTM D1557. The selected provider is responsible for delivering a comprehensive Geotechnical Design and Construction Considerations report to guide the project. The work will be performed in Anderson, California, under NAICS code 541330. This technical engagement ensures that the structural integrity of the project is supported by precise soil data and compliant engineering designs.
General Info
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Place of Performance
Anderson, CA, 96007Set-Aside
Documents
This scope was carved out of forecast_3498349e-a848-4d47-b751-6290e9f46507.
The full solicitation package (4 documents), including the RFP, is on the prime solicitation, not on this scope.
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