This Government Contract opportunity from Department Of Defense was posted on March 17, 2016. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Y--Install Soil Containment Cap on Multi-Purpose

Awarded

N6945016R6222Federal

Submission Closed03/17/2016, 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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NAICS: 238910

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about 11 hours ago

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in 19 days

AI Contract Overview

This contract, awarded by the Department of Defense via Navfacsyscom Southeast, involves the installation of a soil containment cap for a multi-purpose turf field at NAS Jacksonville, Florida. The scope of work requires performing cut and fill operations using existing contaminated soil to level the site according to provided design drawings. The contractor must excavate and backfill specific components with clean soil, including irrigation piping, exfiltration basins, perimeter piping, bollards, and track curbing. All contaminated soil is to be spread on-site without disposal, and the leveled site must be compacted to a maximum density of 90 percent per ASTM D698 standards. To ensure safety and separation, a visible warning barrier, such as orange snow fencing, must be installed across all disturbed areas before the placement of the clean soil cap. The project requires a minimum 12 inch clean soil cap across the entire site, placed in 6 inch lifts and compacted to a maximum density of 95 percent. While the final grading must match the design profile, specific final elevations are not required as the turf field design will be modified based on the final site elevations. Seeding of the final site is not included in the requirements.

General Info

Agency

Department Of Defense → Navfacsyscom Southeast

Contract Value

$593,033.57

NAICS

238910 - Site Preparation Contractors

Place of Performance

FL, USA

Set-Aside

NONE

Awardee

SILER EXCAVATING LLC

Award Issued Date

03/17/2016, 12:00:00 AM UTC

Documents

No documents available

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AI Contract Breakdown

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Timeline

PhaseAwarded

PostedMar 17

Award Notice

AwardedMar 17

Contract was awarded

Submission Closed

03/17/2016, 12:00:00 AM UTC

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Organization & Contact Information

AgencyDepartment Of Defense → Navfacsyscom Southeast

ContactsNo contacts available

OfficeNAS JACKSONVILLE, FL, 32212-0030, USA

Organization / AgencyDepartment Of Defense → Navfacsyscom Southeast

Office AddressNAS JACKSONVILLE, FL, 32212-0030, USA

ContactsNo contact information available

Full Description

Perform cut/fill operations of the existing contaminated soil to level the site and match the grading profile provided in the attached Turf Field design drawings. A specific final elevation is not required as the Turf Field design shall be modified (by others) based on final site elevations after capping of the site. The final elevation of the containment cap is anticipated to be considered the compacted subgrade elevation under the turf field and track. Excavate and backfill with clean soil all noted components shown on the Turf Field drawings which extend below the subgrade elevation. Excavation shall extend a minimum of 12? beyond the dimensions of the excavation necessary to construct said items according to the Field Turf design drawings unless noted otherwise. Components including, but not necessarily limited to, the following: • Bollards for Perimeter Rail – Place grade stake in center of each location after backfill. Location is 3.5’ outside exterior track curb per Turf Field drawings. • Irrigation Piping Trench and components • Exfiltration Perimeter Piping – 4’ wide minimum. 3’ deep minimum. • Exfiltration Basin, Controlled Outflow Structure, and Outflow Piping • Radius Monuments –Place grade stake in center of each location at completion of project. • Track Curbing/Track Lanes – Transition from the 3’ deep exfiltration trench to 18? deep extending under the track footprint out to a minimum of 2’ beyond edge of outside track curbing. Utilize excavated materials as part of the cut/fill operations. Contaminated soil shall be spread on site and no disposal is anticipated. Compact newly leveled site and excavations to 90% maximum density in accordance with ASTM D698 Standard Proctor. Install a visible warning barrier such as orange snow fencing across all disturbed areas prior to placement of soil cap. Barrier shall provide visual delineation between in-situ contaminated material and clean soil cap and shall not impede drainage. Backfill excavated areas with clean soil, and place 12 inch minimum soil cap across entire site. Final grading profile shall match grading profile in the attached Turf Field design drawings. A specific elevation is not required. Fill material shall be placed in maximum 6? lifts and compacted to 95% maximum density. Seeding of final site is not required.