S06 - 19244 VA Hospital Building 18 - Geotech.pdf
PDF 6 MB Posted
- Attached to
- Y1DZ--Replace Electrical-Building 19 607-19-107
- Solicitation number
- 36C25220B0026
About this file
This document provides details for a federal contract opportunity to replace electrical systems in Building 19 at the William S. Middleton Memorial Veterans Hospital in Madison, Wisconsin. The solicitation seeks general construction, site work, underground utilities, electrical, structural, mechanical and fire protection systems to construct approximately 1,089 square feet of new space adjacent to the main hospital building. Bids are due by September 18, 2020 with an estimated project value between $2-5 million. The North American Industry Classification code for this procurement is 236220 with a small business size standard of $39.5 million. The selected contractor must complete the work within 425 calendar days of receiving a notice to proceed. This opportunity is set aside for Service-Disabled Veteran-Owned Small Businesses pursuant to VAAR 819.7003(b) and offerors must represent their SDVOSB status and small business size at time of submission.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C25220B0026 0005.docx | DOCX document | |
| S06 - SF 1442 - Revised 10-7-20.pdf | ||
| 36C25220B0026 0004.docx | DOCX document | |
| S06 - SF 1442 - Revised.pdf | ||
| S06 - Spec Section 23 81 00.pdf | ||
| 36C25220B0026 0003.docx | DOCX document | |
| 36C25220B0026 0002.docx | DOCX document | |
| S06 - Wage Determination.pdf | ||
| S06 - Electrical Power Dist Sys - Reference Drawing Only.pdf | ||
| 36C25220B0026 0001.docx | DOCX document | |
| S06 - CE100 Rev 1.pdf | ||
| S06 - SF 1442.pdf | ||
| S06 - Bid Schedule.pdf | ||
| S06 - ES100 rev 1.pdf | ||
| S06 - Pre-Bid Attendance List.pdf | ||
| S02 - 607-19-107 Drawings VOL 2A.pdf | ||
| S02 - 607-19-107 Drawings VOL 2C.pdf | ||
| S02 - 607-19-107 Drawings VOL1.pdf | ||
| S02 - 607-19-107 Drawings VOL 2B.pdf | ||
| S02 - Specifications Volume 1.pdf | ||
| P07 - Wage Determination.pdf | ||
| 36C25220B0026_1.docx | DOCX document | |
| S02 - Specifications Volume 2.pdf |
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Text version
“ACCOMPANYING AMENDMENT 36C25220B0026 – 0001”
Notes
1. Borings were drilled by Badger State Drilling on July 10, 2019.
2. Boring locations are approximate.
3. Base map was obtained via DCiMap.
SOIL BORING LOCATION EXHIBIT
Proposed Building 18
William S. Middleton VA Medical Center
Madison, Wisconsin
Job No.:
C19244
Date:
07/2019
CGC, Inc.
SPT-1
Scale: Reduced
N
Legend
Denotes Soil Boring
Location and Number
H ig h lan d A v en u e
SPT-2
2.5± in. Asphalt Pavement / 8± in. Base Course FILL: Stiff to Very Stiff, Brown Sandy Lean Clay, Trace Gravel, Intermixed with Medium Dense, Tan Fine to Medium Sand, Little Gravel, Trace Silt FILL: Loose, Tan Fine to Coarse Sand, Trace Silt and Gravel, Scattered Brown Clay and Silt Seams
Very Loose to Loose, Tan Fine SAND, Trace Silt and Gravel, Scattered Thin Clay Seams (SP - Probable Fill)
Medium Dense to Dense, Tan Fine SAND, Trace Silt and Gravel (SP)
Scattered Silt Seams with Depth
Medium Stiff, Light Brown Lean to Silty CLAY, Trace Sand (CL/CL-ML)
Dense, Light Brown SILT, Trace Sand, Interbedded with Tan Fine SAND, Trace Silt (ML/SP)
End of Boring at 40 ft
Borehole Backfilled with Bentonite Chips;
Surface Patched with Asphalt Cold Patch
M
M
M
M
M
M
M
M
W
M
(1.75-2.5)
(0.5-0.75) 21.5
MC
(ft)
Driller
Rec W
End
BSD
Y LL
Location
While Drilling Upon Completion of Drilling
2921 Perry Street, Madison, WI 53713
VISUAL CLASSIFICATION
Job No.
CME-55
SOIL PROPERTIES
31.5'
2.25" HSA; Autohammer
(qa)
SAMPLE
soil types and the transition may be gradual.
Chief
Boring No.
LOG OF TEST BORING
(in.)
7/10/19
31.5'
Water) 36.0'
P
(608) 288-4100, FAX (608) 288-7887
N Depth
No.
qu
Start
T
TFG
Depth to Cave in
Proposed Building 18 C19244
E
Drill Method
PL
The stratification lines represent the
DCLoggerPerched NW
Madison, Wisconsin
(tsf)
Moist
William S. Middleton VA Medical Center
Editor
7/10/19
Depth to Water Time After Drilling (Possible 30 Mins. Rig and Remarks
Sheet of approximate boundary between
Project
WATER LEVEL OBSERVATIONS
Surface Elevation (ft)
1 1
LI
GENERAL NOTES
903.5±
14± in. Landscaping Gravel FILL FILL: Very Loose, Tan Fine to Medium Sand, Trace Silt and Gravel, Scattered Brown Clay and Silt Seams
Gravel Content Increasing with Depth
Loose, Tan Fine to Medium SAND, Little Gravel, Trace Silt (SP - Probable Fill)
Dense, Tan Fine SAND, Trace Silt and Gravel (SP)
End of Boring at 25 ft
Borehole Backfilled with Bentonite Chips
M
M
M
M
M
M
M
MC
(ft)
Driller
Rec W
End
BSD
Y LL
Location
While Drilling Upon Completion of Drilling
2921 Perry Street, Madison, WI 53713
VISUAL CLASSIFICATION
Job No.
CME-55
SOIL PROPERTIES
NW
2.25" HSA; Autohammer
(qa)
SAMPLE
soil types and the transition may be gradual.
Chief
Boring No.
LOG OF TEST BORING
(in.)
7/10/19
NW
P
(608) 288-4100, FAX (608) 288-7887
N Depth
No.
qu
Start
T
TFG
Depth to Cave in
Proposed Building 18 C19244
E
Drill Method
PL
The stratification lines represent the
DCLogger
Madison, Wisconsin
(tsf)
Moist
William S. Middleton VA Medical Center
Editor
7/10/19
Depth to Water Time After Drilling Rig and Remarks
Sheet of approximate boundary between
Project
WATER LEVEL OBSERVATIONS
Surface Elevation (ft)
1 1
LI
GENERAL NOTES
904.0±
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