Type of Award Lump Sum Q and A Deadline
12/10/2021 2:00 PM Online Q and A
Yes Bond Bid Bond 0.00% Payment Bond 0.00% Performance Bond 0.00% 1) Provide complete and detailed geotechnical services in an expeditious manner, and possibly on relatively short notice so as to enable the District to make informed decisions within critical deadlines.
2) Evaluate subsurface soils conditions.
3) Assess geological and seismological hazards.
4) Geotechnical design parameters and grading recommendations.
5) Geotechnical/Geological Supervision.
6) Soils, geological, seismic and geotechnical testing and preparation of reports including design recommendations as appropriate.
7) Ground water monitoring.
8) Site observations during construction, such as over-excavate and re-compaction.
9) Inspection and preparation of surfaces to receive compacted fill in accordance with all Authorities Having Jurisdiction (AHJ).
10) Supervision and certification of the placement and compaction of fill including required tests and report.
11) Perform a comprehensive geotechnical investigation of a project to characterize the materials and conditions that will be encountered during the construction and operation of the project.
12) Development of seismicity maps and recommendations.
13) Specific tasks may include:
a. Review reports and maps
b. Site reconnaissance
c. Exploratory borings
d. Subsurface exploration (borings)
e. Lab tests of soil samples to obtain relevant engineering properties
f. Performing geotechnical evaluations and engineering analysis, making recommendations for earthwork, seismic design, foundation design, structures settlement criteria, lateral earth pressures, soils corrosivity evaluation and mitigation measures and other relevant design
g. Oil well locations
h. Flood zone hazards, etc.
i. Coordination and submissions to California Geological Survey (CGS), DSA and other AHJ for project approval; and obtaining review and approval by the applicable regulatory agencies, including but not limited to the following:
Fire and Life Safety
Structural
Seismic
State or Local Health Departments
14) Reporting Requirements:
a. Reports shall be of such scope and detail as required by the CGS (Note 48 Checklist), DSA, current California Building Code, CDE and be supervised by a registered geotechnical engineer and/or engineering geologist, depending on the project. Each firm should be familiar with relevant codes pertaining to the assessment and remediation of geological, soils, and seismic conditions relevant to determining the suitability for the acquisition and/or development of school sites in California.
b. Additionally, reports should provide sufficient information to allow contractors to prepare bids and to manage the Principles risk of any subsequent contractual claims. The alignment together with the location and results of all investigations, sampling and testing should be detailed in the Geotechnical Reports. The reports should identify the extent, nature and variety of all soil types and shall draw particular attention to the following matters: The scope of the investigation, including a statement that only design issues were considered and a summary of all existing factual and interpretive geotechnical information pertaining to the site. All interpretation and opinion included in the report shall be deemed the responsibility of the Consultant regardless of the source. The method of contractor selection has not been determined at this time.
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