This Government Contract opportunity from Department Of Defense was posted on August 31, 2018. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Slope Stability Radar System - Supply with Installation & Support Services for Libby Dam

Awarded

W912DW18Q0047Federal

Submission Closed08/30/2018, 12:00:00 AM UTC

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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AI Contract Overview

The U.S. Army Corps of Engineers Seattle District issued solicitation W912DW18Q0047 for the supply, installation, and support services of a slope stability radar system at the Libby Dam in Libby, Montana. This procurement, categorized under NAICS 334511 and designated as a 100 percent small business set-aside, aims to address ongoing stability concerns on the left bank slope. Since 1971, monitoring has shown steady, creep-like downslope movement of a rock slope wedge, with current rates ranging from 0.01 to 0.02 inches per year. The primary objective of the radar system is to provide remote monitoring of the rock mass to offer advanced warning of potential failure. This is a critical safety measure to prevent loss of life for visitors in the parking area and travelers using the highway cut adjacent to the left abutment. The contract includes a bid schedule for base items and is governed by FAR 52.212 clauses, with the project managed by the Department of Defense through the USA Engineer District, Seattle.

General Info

Agency

Department Of Defense → W071 Endist Seattle

Contract Value

$531,540

NAICS

334511 - Search, Detection, Navigation, Guidance, Aeronautical, and Nautical System and Instrument Manufacturing

Place of Performance

WA, USA

Set-Aside

NONE

Awardee

GROUNDPROBE NORTH AMERICA LLC

Award Issued Date

08/30/2018, 12:00:00 AM UTC

Documents

W912DW18Q0047 - Slope Stability Radar Solicitation

rfq

High

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Timeline

PhaseAwarded

PostedJul 17

Combined Synopsis

AwardedAug 30

Contract was awarded

Submission Closed

08/30/2018, 12:00:00 AM UTC

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Organization & Contact Information

AgencyDepartment Of Defense → W071 Endist Seattle

Contacts2 people available

OfficeSEATTLE, WA, 98134-2329, USA

Organization / AgencyDepartment Of Defense → W071 Endist Seattle

Office AddressSEATTLE, WA, 98134-2329, USA

Contacts

Kosha JonesContract Specialist

contact@example.gov

+1 (555) 000-0000

Vincent DanielsAcquisition Management Specialist

contact@example.gov

+1 (555) 000-0000

Full Description

The left bank slope of the U.S. Army Corps of Engineers (USACE) Libby Dam in Libby, Montana consists of five major downslope-trending rock ribs whose stability is controlled by geologic structure. The slope has been continuously monitored since 1971 using extensometers. Data indicate that there continues to be a steady, creep-like, down-slope movement of the remaining rock slope wedge from the 1971 slide (referred to as the DS+80 bedding plane and C joint wedge, see Figure 1). Creep rates range from 0.01 to 0.02 in/year (0.25 to 0.5 mm/year). The point at which the wedge will fail cannot be known. The primary danger of this unstable wedge is potential loss of life to highway travelers in the highway cut adjacent to the left abutment and visitors using the parking area. Contractor shall provide a slope stability radar system to remotely monitor the movement of the rock slope along the left abutment at Libby Dam and allow advanced warning of rock mass failure.