This Government Contract opportunity from Department Of Defense was posted on May 7, 2018. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Tenkiller Erosion Rep[air

Awarded

W912BV18R0037Federal

Submission Closed05/04/2018, 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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NAICS: 236220

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Solicitation # Request-for-Bid-Coyote-Ridge-Golf-Course-Secondary-Emergency-Exit-from-Clubhouse-Basement.pdf

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Facilities

POSTED

about 11 hours ago

DEADLINE

in 23 days

AI Contract Overview

Solicitation W912BV18R0037, issued by the Department of Defense through the W076 Endist Tulsa, concerns erosion repair and bank stabilization at Tenkiller, Oklahoma. The primary objective of the project is to address areas affected by flood events using rip-rap for structural stabilization and erosion control. The scope of work focuses on restoring parking areas and banks to their previous state, with specific emphasis on matching existing site materials. Regarding material specifications, the government allows for the use of native, natural ungraded river rock from permitted Oklahoma mines as a substitute for the 3/4 inch round river rock originally specified, provided the material matches the existing stone. The required stone must be clean and free of fines, and larger round rock is acceptable to ensure a seamless blend with the current environment. While the solicitation provides approximate measurements and reference maps for the affected areas, the primary goal is functional stabilization rather than aesthetic design.

General Info

Agency

Department Of Defense → W076 Endist Tulsa

Contract Value

$70,305.44

NAICS

236220 - Commercial and Institutional Building Construction

Place of Performance

Tenkiller Lake, Oklahoma, Tenkiller, OK, 74427, USA

Set-Aside

NONE

Awardee

NATIVE PLAINS EXCAVATION & CONTRACTING, LLC

Award Issued Date

05/04/2018, 12:00:00 AM UTC

Documents

No documents available

Documents will appear here when they are available.

AI Contract Breakdown

Uniform Contract Format

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Timeline

1 update

PhaseAwarded

PostedApr 6

Presolicitation

Notice updatedApr 6

The notice description changed.

Type ChangedApr 24

Presolicitation → Solicitation

AwardedMay 4

Contract was awarded

Submission Closed

05/04/2018, 12:00:00 AM UTC

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Organization & Contact Information

AgencyDepartment Of Defense → W076 Endist Tulsa

Contacts1 person available

OfficeTULSA, OK, 74137-4290, USA

Organization / AgencyDepartment Of Defense → W076 Endist Tulsa

Office AddressTULSA, OK, 74137-4290, USA

Contacts

Sina C. SullivanContract Specialist

contact@example.gov

+1 (555) 000-0000

Full Description

The following questions were asked regarding Tenkiller Erosion Repair Solicitation W912BV18R0037; the answers follow each question in bold. All other terms and conditions of the solicitation remain in effect and unchanged. Would native, natural ungraded river rock taken from an Oklahoma Department of Mines permitted mine located downriver of the project site be an acceptable substitute for the �" round river rock? It would be a perfect match to what is on the site now The 3/4 round river rock, the description of this is stated in section 10.1 of the solicitation. It is the Governments intent to restore the parking areas with the same type or kind of round river rock that will match the existing rock. The existing round river rock varies in sizes, it is not all 3/4 inch. If the contractor can provide the same round rock material as is there now, that would be acceptable. Paragraph 10.1Construction Method shows only 3/4" river rock. Is there a more definitive spec on the river rock? Specifically, allowable fines %?, clean or washed? The round river rock material shall match the existing round rock material. It varies in sizes, and the new stone material shall be clean and free of fine. Is the indicated size correct? It appears the existing stone is much larger nominally, and larger river rock stone placed in eroded areas would blend in better with the existing stones as much as possible. The indicated size of the new material is stated as 3/4 inch. Larger round rock is present in the area as well and would be considered acceptable. Are there measurements on how far off the water the rip-rap needs to be up the bank? The placement of Rip-Rap should not exceed the approximate area stated in section 10. #6. Does the Corps want a design or anything specifically done with the rip-rap placement or is this not really for looks just structural? Area of placement of Rip-Rap is for bank stabilization and erosion control. See photograph 6 (Section 6). Do we have to supply a number for each section or did they just want to show each area on the map? The map was to indicate the most affected areas by the flood event and are there for reference only. All L-W-D stated in section 10. are approximate.