36C25020B0012-0005044.pdf
PDF Posted
- Attached to
- Demolish Buildings 10 & 11
- Solicitation number
- 36C25020B0012
About this file
This pre-solicitation notice describes a federal contract opportunity to demolish two buildings at a Department of Veterans Affairs medical center. The contractor will be required to provide all labor, supervision, materials, and equipment to professionally demolish Buildings 10 and 11 at the Chillicothe VA Medical Center in Chillicothe, Ohio within 300 calendar days of receiving the notice to proceed. Work will include asbestos abatement, utility isolation, debris removal, site preparation, grading, utility modifications, concrete and asphalt installation, a new storm sewer system, and parking lot lighting. The solicitation documents will be posted on February 14, 2020 on SAM.gov, with proposals due approximately 30 days later. This is a 100% set-aside for service-disabled veteran-owned small businesses, with a NAICS code of 236220 and size standard of $39.5 million. The contractor must perform a minimum of 15% of the construction work. Bid, payment and performance bonds will be required.
36C25020B0012 0005 Addendum_02- 2020_04-02.pdf
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Other files
| File | Type | Posted |
|---|---|---|
| 36C25020B0012-0006001.pdf | ||
| 36C25020B0012-0006000.docx | DOCX document | |
| 36C25020B0012-0006002.pdf | ||
| 36C25020B0012-0005043.pdf | ||
| 36C25020B0012-0005041.pdf | ||
| 36C25020B0012-0005040.docx | DOCX document | |
| 36C25020B0012-0005042.pdf | ||
| 36C25020B0012-0003001.docx | DOCX document | |
| 36C25020B0012-0004000.docx | DOCX document | |
| 36C25020B0012-0002004.pdf | ||
| 36C25020B0012-0002000.docx | DOCX document | |
| 36C25020B0012-0002001.pdf | ||
| 36C25020B0012-0002002.pdf | ||
| 36C25020B0012-0002003.pdf | ||
| 36C25020B0012-0001000.docx | DOCX document | |
| 36C25020B0012-004.pdf | ||
| 36C25020B0012-002.pdf | ||
| 36C25020B0012-003.pdf | ||
| 36C25020B0012-001.docx | DOCX document |
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Text version
DATE: 04/02/2020
Addendum No. 02
DEMOLISH BUILDINGS 10 & 11
DEPARTMENT OF VETERANS AFFAIRS MEDICAL CENTER
17273 STATE ROUTE 104
CHILLICOTHE, OHIO 45601
This Addendum supplements and amends the original Drawings and
Specifications for the above referenced project. This Addendum shall be taken into account in the preparation of bids and shall become a part of the Contract Documents.
Questions or comments should be directed to Kevin F. Crock, P.E. at
Kevin.Crock@va.gov; telephone (740 773-1141 x6154.
This Addendum consists of 1 drawing and 0 Specification sections.
General
1. Drawing H1 - Revised note 3 for underground steam and condensate vault (tunnel) to be removed in lieu of abandoned, to match sheet C200.
Specifications
1. N/A
Drawings
1. H1 HVAC DEMO PLAN
End of Addendum No. 02 mailto:Kevin.Crock@va.gov
HVAC DEMO
PLANS
H1
WJSDLE 14 15
Drawing Title
Approved: Project Director
Location
Building Number
Project Title
Checked DrawnDate
Project No.
Drawing Number
Dwg. of o n e e i g h t h i n c h o n e f o o t o n e q u a r t e r i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e h a l f i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e s e f o o t t h r e e i n c h e s e f o o t
F E
D C
B A
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
F E
D C
B A
A R C H I T E C T SJ O H N P O E
3131 NEWMARK DRIVE,
SUITE 200
MIAMISBURG, OHIO 45342
937 461 3290 PHONE
937 461 0260 FAX
jpa@johnpoe.com
BUILDINGS 2, 6, 10 & 11
DEMOLITION
08/22/2017Revisions Date
VA Project No.
17001.00JPA Project No.
538-11-125
Chillicothe, Ohio
2, 6, 10, & 11
ARCHITECT/ENGINEERS:CONSULTANTS:
Office of
Construction and Facilities
Management
PROJECT NO. 2017-05043 FIRM LICENSE NO. 01528
P
M
GRIFFITH CIRCLE
TAFT CIRCLE
CLEV
ELA
ND AVE
TRIPP ST
HIN
ES
BLVD
SIMS ST
DOBSON CIRCLE
TAFT CIRCLE
TRIPP ROAD
NO
RTH HINES BLVD
ROWLAND AVE
DOCTOR'S ROW
TALBOT ROAD
HINES BLVD
BO
TTS RO
AD
ROWLAND AVE
P-1 P-10
P-7
P-16
P-15
P-2 P-6
P-3
P-8
P-
P-9
P-11
P-12
P-4
P-17
P-5
P-14
P-19
P-18
SHR
OUT
ST
GRIFFITH CIRCLE
DO
WN
ING CR
H C
H C
H C H C
H C
H C
H C H
CH
CH
CH
CH
C
Gravel Driveway
55 54
T40
T41
T42
T233
T232
6 7
CU247
251 60
P-19
P-18
P-21
P-20
HC
HC
HC
HC
Gov
H C
H C
Go v
CH
CH
CH
HCHC
HCHCHCHC
P-4a
H C
H C
H C
H C
4HC
Helo Pad Lat 39°22' Long 83°00'
OHAT
S T
E OF
I O8/22/2016
AutoCAD SHX Text
PT65
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2"MP
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2"MP
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PT62
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PT63
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PLOT/EDIT DATE:
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PLOTTED BY:
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PROJECT NO.
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HEAPY ENGINEERING
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MECHANICAL ELECTRICAL COMMISSIONING TECHNOLOGY
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DAYTON/COLUMBUS, OHIO & INDIANAPOLIS, INDIANA
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BUILDINGS 10 & 11 - DEMOLITION PLAN
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SCALE: 1/16" = 1'-0"
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GENERAL NOTES
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NOTES
AutoCAD SHX Text 1 EXCAVATE AS REQUIRED AND REMOVE EXISTING STEAM & CONDENSATE PIPES EXCAVATE AS REQUIRED AND REMOVE EXISTING STEAM & CONDENSATE PIPES THRU FOUNDATION WALL AND WITHIN UNDERGROUND VAULT TO 5'-0" OFF EXISTING BUILDING FOUNDATION WALL. 2 REMOVE EXISTING STEAM & CONDENSATE PIPES TO JUST INSIDE EXISTING REMOVE EXISTING STEAM & CONDENSATE PIPES TO JUST INSIDE EXISTING BUILDING FOUNDATION WALL. 3 EXISTING STEAM AND CONDENSATE PIPING AND ASSOCIATED UNDERGROUND EXISTING STEAM AND CONDENSATE PIPING AND ASSOCIATED UNDERGROUND VAULT TO BE REMOVED. SEE SHEET C200. 4 EXCAVATE AS REQUIRED ADJACENT TO EXISTING SIDEWALK IN ORDER TO EXCAVATE AS REQUIRED ADJACENT TO EXISTING SIDEWALK IN ORDER TO CAP RUNOUT PIPING TO BUILDINGS THAT ARE BEING DEMOLISHED. REMOVE SECTION OF PIPING AS REQUIRED.
AutoCAD SHX Text A LOCATIONS AND SIZES OF EXISTING PIPING HAVE BEEN DETERMINED FROM A LOCATIONS AND SIZES OF EXISTING PIPING HAVE BEEN DETERMINED FROM A REVIEW OF EXISTING DRAWINGS AND/OR SITE INSPECTION, WHERE POSSIBLE. FIELD VERIFY THE EXACT LOCATIONS, ELEVATIONS, INVERTS, SIZES, DIRECTION OF FLOW, ETC. PRIOR TO BEGINNING OF WORK. B REFER TO ARCHITECTURAL PLANS FOR PROJECT PHASING REQUIREMENTS. REFER TO ARCHITECTURAL PLANS FOR PROJECT PHASING REQUIREMENTS. C COORDINATE REMOVAL OF EXISTING STEAM & CONDENSATE PIPING WITH ANY COORDINATE REMOVAL OF EXISTING STEAM & CONDENSATE PIPING WITH ANY REQUIRED ASBESTOS ABATEMENT. D ALL PIPE STUBS THAT ARE CAPPED AS PART OF THIS PROJECT SHALL ALL PIPE STUBS THAT ARE CAPPED AS PART OF THIS PROJECT SHALL UTILIZE PIPE CAPS THAT MATCH OR ARE COMPATIBLE WITH THE MATERIAL AND TYPE OF EXISTING PIPING TO REMAIN. E BEFORE DIGGING, CONTRACTOR SHALL HIRE A UTILITY LOCATE SERVICE. BEFORE DIGGING, CONTRACTOR SHALL HIRE A UTILITY LOCATE SERVICE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING MARKING. BEFORE DIGGING, THE CONTRACTOR SHALL OBTAIN AN APPROVED DIG PERMIT FROM THE MEDICAL CENTER PER STANDARD OPERATING PROCEDURE 32 DIG PERMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A COPY OF THE APPROVED PERMIT ON SITE DURING WORK OPERATIONS. REFER TO DRAWING G001 FOR ADDITIONAL INFORMATION.
AutoCAD SHX Text Bench Mark
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SCALE: N.T.S.
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KEY PLAN
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GARY S.
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EODICE
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ADDENDUM 02
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| H1 HVAC DEMO PLAN_ADDENDUM 02.pdf |
| Sheets and Views |
| H1 DEMOLITION BUILDINGS 2 6 10 & 11 |
File details come from the government source that posted it. Updated .