This Combined Synopsis/Solicitation opportunity from Department Of Defense was posted on June 26, 2012. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Moose Creek Acres Dam Semipervious Gravel

Closed

W911KB-12-T-__0012Federal

Submission Closed06/29/2012, 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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in 6 days

General Info

Agency

Department Of Defense → W2SN Endist Alaska

Contract Value

$23,630

NAICS

238910 - Site Preparation Contractors

Place of Performance

Moose Creek, Alaska 99705, Moose Creek, AK, 99705, USA

Set-Aside

SBA

Awardee

ALASKA CONTRACTING & CONSULTING, INC.

Award Issued Date

07/18/2012, 12:00:00 AM UTC

Documents

12T0012+Moose+Creek+Acres.pdf

Amen+01.pdf

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Timeline

3 updates

PhaseClosed

PostedJun 19

Combined Synopsis

Notice updatedJun 19

The notice description changed. The point of contact changed.

Notice updatedJun 19

The notice description changed.

Notice updatedJun 26

The notice description changed. The point of contact changed.

Response DeadlineJun 29

Deadline has passed

Submission Closed

06/29/2012, 12:00:00 AM UTC

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Organization & Contact Information

AgencyDepartment Of Defense → W2SN Endist Alaska

Contacts1 person available

OfficeANCHORAGE, AK, 99506-0898, USA

Organization / AgencyDepartment Of Defense → W2SN Endist Alaska

Office AddressANCHORAGE, AK, 99506-0898, USA

Contacts

Richard B. Taylor

contact@example.gov

+1 (555) 000-0000

Full Description

SCOPE OF WORK/SPECIFICATIONS Semiperivous Gravel Moose Creek Acres Berm 15 MAY 2012 Scope of work is to deliver, spread, grade and compact 750 tons of semipervious gravel at the designated location shown in the attached drawings at the Moose Creek Acres Berm which is located at 21 mile Richardson Highway, Moose Creek, Alaska The semipervious gravel shall consist of inorganic, moderately well graded gravel, conforming to the following gradation: Percent Passing Sieve <50% #4 7-15% #200 Material shall be unfrozen, free of organics, refuse, trash or other debris. Material shall not be hauled until laboratory testing results showing the material meets the above specification are approved by Marcus Palmer of the Geotechnical Branch of the U.S. Army Corps of Engineers. The material shall be classified using ASTM D2487 and shall be tested using ASTM C136 for gradation and ASTM D2216 for moisture content. Any changes in the material or material source will require new testing at the contractor's expense. A site inspection of the material and quality assurance testing may be conducted by the U.S. Army Corps of Engineers. Any semipervious gravel not meeting the above specification shall be removed and replaced at the contractor's expense. The contractor shall provide all materials, equipment, and personnel to obtain, transport, spread, and compact this material in a neat, trapezoidal shape within the berm prism as shown on the enclosed figure. The levee crest shall be graded to drain. Proof of tonnage (weight tickets) shall be provided to the government by the contractor prior to payment. Semipervous gravel will be spread and compacted on the Moose Creek Acres berm to fill ruts and raise low areas described in the attached crest elevation survey spreadsheet. The minimum crest elevation shall be 514.2 feet NGVD29. The contractor shall not make any cuts, only fills. Delivery time and precise locations shall be coordinated with Mr. John Schaake or Mr. Bill Davis at (907) 488-2748. Compaction requires no less than six passes with a smooth drum roller with a drum weight of at least 20,000 pounds. Moisture content shall be above three percent and less than that which causes rutting or pumping. Lift thickness shall be no greater than six inches. The contractor shall wet or dry as needed to attain compaction. The contractor shall protect and preserve all survey monuments and the existing culvert. Damage to these items or other government property shall be repaired or replaced at the contractor's expense. The contractor is responsible for protection of existing utilities. The contractor shall conform to all requirements of the latest edition of EM 385-1-1 and all applicable OSHA requirements. Work shall be completed by August 1, 2012. Technical questions should be addressed to: U.S. Army Corps of Engineers, Alaska District Attn: CEPOA-EN-ES-SG Marcus Palmer P. O. Box 6898 Elmendorf AFB, Alaska 99506-6898 (907) 753-2665 Marcus.D.Palmer@usace.army.mil Attachments: Design Plan & Sections and Design Profile (2 sheets total) Crest elevation survey spreadsheet