EGBA - IFB 2019-0011 - Missionary Tower Replacement (4 of 4).pdf
PDF 162 KB Posted
- Attached to
- EGBA-FY19-RFP for the Missionary Tower FR#64233
- Solicitation number
- IFB1 EGBA 2019000011 2
- Issued by
- Ouray County, Denver City, Colorado
About this file
This is a geotechnical report excerpt supporting an Invitation for Bid (IFB) issued by the Colorado-based EGBA (referred to as EGBA-FY19-RFP for the Missionary Tower FR#64233) for the Missionary Tower Replacement project. The document provides preliminary soil property assumptions for bidding purposes, as the final geotechnical investigation report was not yet available at the time of RFP posting but was expected to be delivered in mid-January. Bidders are instructed to use the specified soil parameters for their proposals, which include authorization for pad and pier foundation design, a maximum allowable soil pressure of 3,000 PSF, a modulus of subgrade reaction of 250 PCI, a coefficient of friction of 0.55 for lateral load resistance, and a unit weight of 120 PCF for compacted soils.
The second paragraph is not applicable as the file contains only technical geotechnical parameters and does not include information regarding pricing terms, set asides, incumbents, funding sources, or other commercial and financial aspects of the contract opportunity.
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Text version
Geotechnical Report The geotechnical investigation has been completed however the final report is not available at the time of the posting of this RFP. The final Geotech report will be made available to the selected vendor as soon as it is available, likely in the middle of January. For the purposes of your bid please assume the following soil properties:
• A pad and pier foundation design is acceptable for these soils;
• Maximum allowable soil pressure of 3,000 PSF;
• Modulus of subgrade reaction: 250 PCI;
• Coefficient of friction of 0.55 can be used to resist lateral loads;
• A unit weight of 120 PCF can be used for compacted soils.
File details come from the government source that posted it. Updated .