15_ITEM 01.3-5_ADD 03_02700C-404.pdf
PDF 895 KB Posted
- 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 document contains an invitation for bid for construction services to build a new three-bay specialized hangar at Dane County Regional Airport - Truax Field in Madison, Wisconsin. The scope of work includes demolishing an existing building and constructing a 31,000 square foot hangar with three bays to support F-35 operations, along with associated administrative and shop spaces. The contract will have a base CLIN for construction and two option CLINs, with a duration of 550 days from notice to proceed. The estimated value is between $25-100 million. Interested parties must register in SAM and check the website for amendments and answers to questions. The bid opening will follow FAR and DFARS procedures. The NAICS code is 236220 and the size standard is $39.5 million. This project requires brand name products for security, HVAC, and lock systems.
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Text version
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EXISTING PCC
PAVEMENT
F-35 3-BAY
SPECIALIZED
HANGAR
PROPOSED
BITUMINOUS
PAVEMENT (OLI)
PROPOSED PCC
PAVEMENT
0 5' 10' 20'
N
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
JOINTING PLAN
C-404
LDH
HLE
PROPOSED LEGEND
THICKENED EDGE EXPANSION JOINT/SIDEWALK EXPANSION JOINT
DOWELED CONTRACTION JOINT
DOWELED CONSTRUCTION JOINT
CONTRACTION JOINT
REINFORCED CONCRETE SLABS
NOTES:
1. ALL SLAB REINFORCING TO BE 12" X 12"- W5 X W5, WITH 65,000 PSI YIELD
STRENGTH. WIRE SIZE AND SPACING MAY BE ALTERED AS LONG AS A MINIMUM OF
0.048 SQUARE INCHES PER FOOT IS PROVIDED.
2. EDGE SPACING FOR THE WELDED WIRE FABRIC TO BE THREE (3) INCHES. A
MINIMUM OF THREE (3) WIRES ARE TO BE PROVIDED IN ANY ONE DIRECTION IN
EACH SLAB.
ADDENDUM 3
1 06/14/2022
AutoCAD SHX Text
MATCH EXISTING JOINT SPACING
AutoCAD SHX Text
PROPOSED PCC SIDEWALK
AutoCAD SHX Text
PROPOSED STORM
AutoCAD SHX Text
EXISTING STORM
AutoCAD SHX Text
PROPOSED STORM
AutoCAD SHX Text
PROPOSED PCC SIDEWALK
AutoCAD SHX Text
PROPOSED PCC SIDEWALK
AutoCAD SHX Text
PROPOSED PCC SIDEWALK (OLI)
| Sheets and Views |
| JOINTING PLAN |
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