24_ITEM 01.3-10_ADD 02_02700SF103.pdf

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Attached to
F-35 THREE BAY SPECIALIZED HANGAR Federal contract opportunity
Solicitation number
W50S9F-22-B-0001
Issued by
Department of the Army National Guard

About this file

This invitation for bid solicits proposals for the construction of an F-35 three-bay specialized hangar at Dane County Regional Airport - Truax Field in Madison, Wisconsin. The project scope includes demolishing an existing 19,875 square foot building and constructing a new 31,000 square foot three-bay hangar with administrative and shop spaces. Key requirements are pre-conditioned aircraft air, 270VDC aircraft power, fire suppression, and hangar bay HVAC. The facility must also include a lightning protection system, fall protection, and an Advantor security system.

The base contract line items are for hangar construction with two option items - one for a paint/mix addition and another for aircraft-rated pavement. The North American Industry Classification code is 236220 and the estimated value is between $25-100 million. The contract duration is 550 days from notice to proceed. The solicitation is unrestricted and encourages participation from all responsible offerors. The pre-bid conference will be held on-site at Truax Field and bids are due in accordance with FAR Subpart 14.4. The Department of the Army National Guard is the contracting agency.

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Other files for this federal contract opportunity

Other files attached to F-35 THREE BAY SPECIALIZED HANGAR, newest first.
File Type Posted
Abstract of Offers.pdf PDF
39_ITEM 01.5-1_ADD 03_Bid Question Attachment_2022.06.14.pdf PDF
06_ITEM 01.2-6_ADD 04_Section 08 33 23.pdf PDF
11_ITEM 01.3-1_ADD 04_02700C-301.pdf PDF
12_ITEM 01.3-2_ADD 04_02700C-401.pdf PDF
20_ITEM 01.3-10_ADD 04_02700A-140.pdf PDF
24_ITEM 01.3-14_ADD 04_02700A-702.pdf PDF
Questions and Answers 2.pdf PDF
00_FSB2020-270-00_WI-ANG_3-Bay_ADD NO. 03_2022.06.14_Narrative.pdf PDF
04_ITEM 01.2-4_ADD 03_Section 05 51 33.pdf PDF
05_ITEM 01.2-5_ADD 03_Section 08 71 00.pdf PDF
17_ITEM 01.3-7_ADD 03_02700SF102.pdf PDF
21_ITEM 01.3-11_ADD 03_02700A-306.pdf PDF
22_ITEM 01.3-12_ADD 03_02700A-307.pdf PDF
26_ITEM 01.3-16_ADD 03_02700A-510.pdf PDF
29_ITEM 01.3-19_ADD 03_02700A-601.pdf PDF
30_ITEM 01.3-20_ADD 03_02700A-602.pdf PDF
GEO TECH REPORT_F-35 Hangar_2020-08-28_FINAL9-10-2020.pdf PDF
W50S9F22B0001 Solicitation - Amend 0002.pdf PDF
02_ITEM 01.2-2_ADD 03_Section 03 30 00.pdf PDF
06_ITEM 01.2-6_ADD 03_Section 10 51 13.pdf PDF
14_ITEM 01.3-4_ADD 03_02700C-402.pdf PDF
03_ITEM 01.2-2_ADD 02_Section 01 50 00.pdf PDF
07_ITEM 01.2-7_ADD 02_Section 07 27 26.pdf PDF
11_ITEM 01.2-12_ADD 02_Section 26 42 13.pdf PDF
18_ITEM 01.3-4_ADD 02_02700C-401.pdf PDF
22_ITEM 01.3-8_ADD 02_02700SF101.pdf PDF
26_ITEM 01.3-12_ADD 02_02700SF105.pdf PDF
34_ITEM 01.3-20_ADD 02_02700A-202.pdf PDF
44_ITEM 01.3-30_ADD 02_02700EG601.pdf PDF
46_ITEM 01.3-32_ADD 02_02700EP601.pdf PDF
04_ITEM 01.2-3_ADD 02_Section 01 78 00.pdf PDF
12_ITEM 01.2-13_ADD 02_Section 32 12 15.13.pdf PDF
13_ITEM 01.2-14_ADD 02_Section 32 12 16.16.pdf PDF
21_ITEM 01.3-7_ADD 02_02700S-002.pdf PDF
23_ITEM 01.3-9_ADD 02_02700SF102.pdf PDF
25_ITEM 01.3-11_ADD 02_02700SF104.pdf PDF
32_ITEM 01.3-18_ADD 02_02700A-140.pdf PDF
33_ITEM 01.3-19_ADD 02_02700A-201.pdf PDF
45_ITEM 01.3-31_ADD 02_02700EP102.pdf PDF
48_ITEM 01.3-34_ADD 02_02700EP702.pdf PDF
49_ITEM 01.3-35_ADD 02_02700ET101.pdf PDF
FSB2020-270-00 - WI-ANG - 3-Bay Hangar - Addendum 002 Combined Drawings.pdf PDF
B.07.Pre-Proposal Slides - F-35 3-Bay Hangar.pdf PDF
ATTACHMENT 8 - SFS Form 12 - Template.xls XLS spreadsheet
ATTACHMENT 9 - Volume 6 - WI ANG F-35 3-Bay GBCI ADD 01.pdf PDF
ATTACHMENT 1a - FSB2020-270-00 - WI-ANG - 3-Bay Hangar - ADD 01 COMBINED DRAWINGS (1 of 2).pdf PDF
ATTACHMENT 1b - FSB2020-270-00 - WI-ANG - 3-Bay Hangar - ADD 01 COMBINED DRAWINGS (2 of 2).pdf PDF
ATTACHMENT 3 - Volume 4 - WI ANG F-35 3-Bay CD Specs ADD 01 (2 of 2).pdf PDF
ATTACHMENT 5 - 20220208 Single Source Determination - Andover - Redacted.pdf PDF
Show all 50

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Text version

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1805 LBS

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6065 LBS CCU

1830 LBS

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800 LBS

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1000 LBS

PCA

3500 LBS

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3500 LBS

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1. PROVIDE BOTTOM FLANGE BRACES ON ALL PERIMETER ROOF

BEAMS AS SHOWN ON DETAILS.

2. ALL SUSPENDED MECHANICAL, ELECTRICAL AND FIRE

PROTECTION PIPES OR EQUIPMENT SHALL BE SUPPORTED BY

BEAMS. PROVIDE KICKERS AS NEEDED. ATTACHMENT TO

METAL DECK FROM BELOW IS NOT ALLOWED.

3. LOCATION AND WEIGHTS OF MECHANICAL EQUIPMENT SHOWN

ON PLAN ARE BASIS OF DESIGN. VERIFY WITH MECHANICAL

FOR ADDITIONAL INFORMATION. GC TO COORDINATE FINAL

LOCATION AND WEIGHT WITH SUPPORT REQUIREMENTS.

LOW ROOF FRAMING PLAN NOTES

2 MECHANICAL ROOF TOP UNIT OR MAKE UP AIR UNIT. REFER

TO MECHANICAL FOR UNIT SCHEDULING. GC TO COORD

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1 ROOF DECKING

1.5B 20GA GALV ROOF DECK (33 KSI MIN) ATTACHED

WITH 36/7 PATTERN OF 5/8" DIA PUDDLE WELDS AT ALL

SUPPORTS AND AT PERIMETER. PROVIDE #10 TEK LAP

FASTENERS 20" OC.

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5 SKYLIGHTS AND SKYLIGHT OPENING FRAMING

6 CMU WALL BELOW. REFER TO FOUNDATION PLAN.

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7 ROOF DECKING

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WITH 36/7 PATTERN OF 5/8" DIA PUDDLE WELDS AT ALL

SUPPORTS AND AT PERIMETER. PROVIDE #10 TEK LAP

FASTENERS 6" OC.

8 EXPANSION JOINT ALONG WALL

9 MECHANICAL GAS PIPE ANCHOR. REFER TO DETAIL

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COORDINATE FINAL LOCATION AND HEIGHT WITH THE

MECHANICAL CONTRACTOR.

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

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SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

FSB2020-270-00

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

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NWC / JBC

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