Attachment 19 - Specifications - Asphalt Base and Fill.pdf

PDF 215 KB Posted

Attached to
Repair Runway Depression Federal contract opportunity
Solicitation number
FA301022R0028
Issued by
Department of the Air Force Air Education and Training Command

About this file

This document contains specifications for a federal contract opportunity to repair a runway depression at Keesler Air Force Base. The proposed construction cost is between $1,000,000 and $5,000,000. This is a 100% set-aside for Historically Underutilized Business Zone small businesses. Hot mix asphalt materials are specified for the binder and wearing courses. Crushed limestone, sandstone, or granite meeting the provided gradation requirements must be used for the base material. Class B9-6 select fill as defined in the MDOT Standard Specifications is also required. An organized site visit will take place on August 9, 2022 at 10:00am CST. The solicitation number is FA301022R0028 and the opportunity is issued by the Department of the Air Force Air Education and Training Command. Funds are not presently available and no award will be made until funding is secured, although the Government reserves the right to cancel the solicitation. Attention is directed to proposal preparation instructions and evaluation criteria.

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Other files attached to Repair Runway Depression, newest first.
File Type Posted
Solicitation Amendment FA301022R00280002 SF 30.pdf PDF
Solicitation Amendment - FA301022R00280002.pdf PDF
Attachment 17 - UFGS 32 01 18.71.pdf PDF
Attachment 13 - Questions and Answers 23 Aug 22.pdf PDF
Solicitation Amendment FA301022R00280001 SF 30.pdf PDF
Attachment 18 - Addendum 1.pdf PDF
Attachment 16 - UFGS321723.pdf PDF
Solicitation Amendment - FA301022R00280001.pdf PDF
Attachment 15 - As Built -Q 10 b.pdf PDF
Attachment 14 - As Built -Q 10 a.pdf PDF
Site Visit Sign In 20220809.pdf PDF
Attachment 11 - SF 1444.pdf PDF
Attachment 5 - Geotextile Fabric- Specifications.pdf PDF
Attachment 4 - Confined Space Entry and Stormwater Requirements.pdf PDF
Attachment 9 - Past Performance Questionnaire.pdf PDF
Attachment 8 - Past Performance Reference List.pdf PDF
Attachment 7 - Wage Determination.pdf PDF
Attachment 6 - MSS.pdf PDF
Attachment 3 - Drawings 20220112.pdf PDF
Attachment 1 -MAHG211143 Repair Runway Depression SOW RevB.pdf PDF
Solicitation - FA301022R0028.pdf PDF
Attachment 12 - Notice of Compliance.pdf PDF
Attachment 10 - Submittal Procedures.pdf PDF
Attachment 2 - HydraTech HydraTite Box Culvert Sealing System Spec.pdf PDF
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Text version

SPECIFICATIONS

Asphalt, Base, and Fill

MAHG 21‐1143 REPAIR RUNWAY DEPRESSION

a. Hot Mix Asphalt (HMA) – Binder Course to be HMA, 12.5 mm Max Gradation, ST-Type Compactive Effort. Wearing Course to be HMA, 9.5 mm Max Gradation, ST-Type Compactive Effort.

b. Base Material – The aggregate for the base material shall be crushed limestone, sandstone, or granite. The aggregate shall conform to the gradation set out below. The bottom of the aggregate layer shall have at least one layer of geotextile fabric below it.

Sieve Size % Passing by

Weight

1.5" 100

1" 95 ‐ 100

0.5" 60 ‐ 82

No. 4 35 ‐ 55

No. 8 5 ‐ 25

No. 16 3 ‐ 11

No. 50 2 ‐ 7

c. Select Fill – Select Fill used for this project will be Borrow Excavation, Class B9-6 as described in MDOT Standard Specifications, 2017. The Contractor must submit data sheet as shown in MSS.

File details come from the government source that posted it. Updated .