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This Combined Synopsis/Solicitation opportunity from Department Of Defense was posted on August 27, 2012. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

56--GEOGRID

Awarded
W44W9M12T0076Federal

Contract Overview

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

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General Info

Contract Value

$78,540

NAICS

326199 - All Other Plastics Product Manufacturing

Place of Performance

ACC - McAlester Contracting Office (ACC-RI-McAlester) Attn: CCRC-IDM, 1 C Tree Road McAlester OK 74501-9002 US, OK

Set-Aside

NONE

Award Issued Date

Documents

0

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Timeline

1 update
PhaseAwarded
Posted

Combined Synopsis

Notice updated

Response deadline changed from Aug 27, 2012 to Sep 5, 2012. The notice description changed.

Awarded

Contract was awarded

Submission Closed

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Organization & Contact Information

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AgencyDepartment Of Defense → W390 Mcalester Army Ammo Plant
ContactsNo contacts available
OfficeMCALESTER, OK, 74501-5000, USA
Office AddressMCALESTER, OK, 74501-5000, USA
ContactsNo contact information available

Full Description

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This is a combined synopsis/solicitation for commercial items prepared in accordance with the format in Subpart 12.6, as supplemented with additional information included in this notice. This announcement constitutes the only solicitation; proposals are being requested and a written solicitation will not be issued. 25,000 SQ YARD, GEOGRID, MANUFACTURED FROM A PUNCHED POLYPROPLYLENE SHEET WHICH IS THEN ORIENTED IN THREE SUBSTANTIALLY EQUILATERAL DIRECTONS, SO THAT THE RESULTING RIBS SHALL HAVE A HIGH DEGREE OF MOLECULAR ORIENTATION, WHICH CONTINUES AT LEAST IN THE PART THROUGH THE MASS OF THE INTEGRAL NODE. TENSAR TRIAX TX5-475 OR EQUAL. IF QUOTING AN EQUAL PRODUCT SPECIFICATIONS MUST BE PROVIDED WITH OFFER. MATERIAL SHALL MEET THE FOLLOWING: "The design methodology utilized to determine the aggregate thickness was the Giroud-Han method as referenced below. 1. Giroud, J.P., and Han, J. (2004). "Design method for geogrid-reinforced unpaved roads. Part I- Development of design method." Journal of Geotechnical and Geoenvironmental Engineering, 130 (8), 775-786. 2. Giroud, J.P., and Han, J. (2004). "Design method for geogrid-reinforced unpaved roads. Part II - Calibration and applications." Journal of Geotechnical and Geoenvironmental Engineering, 130 (8), 787-797. This methodology is recognized by both ASCE as referenced above and FHWA in Chapter 5 section 5.5-2. The Giroud-Han methodology is accurate because the geogrid utilized has been calibrated to be used with this methodology. As such, in order to determine equality, alternate geogrid submittals should include geogrid specific calibration testing as well as the resulting calibration factor. This calibration will allow for the alternate geogrid to be compared side-by-side. An alternate geogrid may be utilized without this calibration testing, however, the required thickness of aggregate will default to 18 inches and the cost of additional aggregate will be added to the bid price of the geogrid to determine the total alternate geogrid cost." 17,000 SQ YARD, GEOGRID, MANUFACTURED FROM A PUNCHED POLYPROPLYLENE SHEET WHICH IS THEN ORIENTED IN THREE SUBSTANTIALLY EQUILATERAL DIRECTONS, SO THAT THE RESULTING RIBS SHALL HAVE A HIGH DEGREE OF MOLECULAR ORIENTATION, WHICH CONTINUES AT LEAST IN THE PART THROUGH THE MASS OF THE INTEGRAL NODE. TENSAR TRIAX TX5-475 OR EQUAL. IF QUOTING AN EQUAL PRODUCT SPECIFICATIONS MUST BE PROVIDED WITH OFFER. MATERIAL SHALL MEET THE FOLLOWING: "The design methodology utilized to determine the aggregate thickness was the Giroud-Han method as referenced below. 1. Giroud, J.P., and Han, J. (2004). "Design method for geogrid-reinforced unpaved roads. Part I- Development of design method." Journal of Geotechnical and Geoenvironmental Engineering, 130 (8), 775-786. 2. Giroud, J.P., and Han, J. (2004). "Design method for geogrid-reinforced unpaved roads. Part II - Calibration and applications." Journal of Geotechnical and Geoenvironmental Engineering, 130 (8), 787-797. This methodology is recognized by both ASCE as referenced above and FHWA in Chapter 5 section 5.5-2. The Giroud-Han methodology is accurate because the geogrid utilized has been calibrated to be used with this methodology. As such, in order to determine equality, alternate geogrid submittals should include geogrid specific calibration testing as well as the resulting calibration factor. This calibration will allow for the alternate geogrid to be compared side-by-side. An alternate geogrid may be utilized without this calibration testing, however, the required thickness of aggregate will default to 18 inches and the cost of additional aggregate will be added to the bid price of the geogrid to determine the total alternate geogrid cost."

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