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This solicitation requests proposals for Correct Tunnel Discrepancies, Project No. 667-18-101 at the Overton Brooks VA Medical Center. The contractor shall provide all labor, materials, tools and equipment to perform the work described in the project scope of work, drawings and specifications. The anticipated contract value is between $500,000 and $1,000,000.

The solicitation will be issued as a 100% SDVOSB set-aside and proposals are due on August 15, 2021. A site visit will be held on or around July 15, 2021. The contract performance period is 200 calendar days from the notice to proceed. Interested offerors must be registered and verified as a SDVOSB in the Vendor Information Pages database and System for Award Management at the time of proposal submission. The solicitation number is 36C25621R0158 and will be posted on beta.SAM. The work location is 510 E. Stoner Ave, Shreveport, LA 71101 and is issued by the Department of Veterans Affairs Veterans Health Administration VISN 16.

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Other files for this federal contract opportunity

Other files attached to Z2NB-- Project 667-18-101 Correct Tunnel Discrepancies, newest first.
File Type Posted
Correct Tunnel Discrepancies - RFI 02.docx DOCX document
36C25621R0158 0005.docx DOCX document
36C25621R0158 0004.docx DOCX document
Correct Tunnel Discrepancies RFIs.docx DOCX document
36C25621R0158 0003.docx DOCX document
667-18-101 - Tunnel Project - Sign In Sheet 08.10.2021.pdf PDF
36C25621R0158 0002.docx DOCX document
02 82 13_13 GLOVEBAG ASBESTOS ABATEMENT - Revised 08-11-2021.pdf PDF
02 82 11 TRADITIONAL ASBESTOS ABATEMENT - Revised 08-09-2021.pdf PDF
36C25621R0158 0001.docx DOCX document
EXHIBIT C SUBCONTRACTOR INFORMATION AND CONSENT.docx DOCX document
EXHIBIT A PERFORMANCE RELEVANCY SURVEY (1).docx DOCX document
15 - Class II Precautions - Correct Tunnel Discrepancies - Preliminary.docx DOCX document
Revised 7-22-21_667-18-101_Construction Documents_Specs.pdf PDF
21_M201R - REVISED 07.20.21.pdf PDF
Exhibit B Past and Present Performance Questionnaire.docx DOCX document
07 - SOW Correct Tunnel Discrepancies - Rev 5-13-21.pdf PDF
EXHIBIT D CONTRACTOR EVALUATION FORM CONSTRUCTION SAFETY v2.docx DOCX document
EXHIBIT E SURETY FORM.docx DOCX document
General Decision Number LA20210031 Mod 2 dated June 18 2021.docx DOCX document
15 - ACM Survey - Correct Tunnel Discrepancies.pdf PDF
14 - ICRA - Correct Tunnel Discrepancies - Preliminary.docx DOCX document
12 - DRWGS - Correct Tunnel Discrepancies.pdf PDF
36C25621R0158_1.docx DOCX document
Show all 24

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Text version

TUNNEL FFE

-11' - 4 1/2"

TUNNEL ROOF

-3' - 4 1/2"

F.

V.

7'

0"

F.V.

6' - 0"

10" HPS

8" PCR

18" CHS

12" HPS

8" DCW

18" CHR

TUNNEL FFE

-11' - 4 1/2"

TUNNEL ROOF

-3' - 4 1/2"

F.

V.

7'

0"

F.V.

6' - 0"

18" CHS

8" PCR

10" HPS

18" CHS

12" HPS

8" DCW

GARAGE FFE

0' - 0"

TUNNEL FFE

-11' - 4 1/2"

F.

V.

/2

F.V.

6' - 0"

F.V.

2' - 6"

F.V.

1' - 6"

F.V.

2' - 0"

GARAGE

SIDE

2" HPS

12" HPS

8" DCW

4" PCR

10" HPS

8" PCR

NOT FOR

CONSTRUCTION

1 2 3 4 5 6 7 98 10

E

D

C

B

A

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

GULF COAST

VETERANS HEALTH

CARE SYSTEM

OVERTON BROOKS

VAMC

U.S. Department of Veterans Affairs

ARCHITECT OF RECORD:

A/E:

STAMP

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

C :\U se rs

\ts te ve ns

\R ev it Lo ca l\C om pl et ed

J ob s\ D

-1 8-

_6

-1

8-

1_ C or re ct T un ne l D is cr ep an ci es \6

-1

8-

1_ Tu nn el

_A rc h_ to dd .s te ve ns .rv t 9/

3/

0:

:2

AM

AD103

DEMOLITION SECTIONS

JohnsonDanforth & Associates 2200 N. Rodney Parham Rd, Suite 210

Little Rock, AR 72212

501.404.4811 www.johnsondanforth.com

CORRECT TUNNEL

DISCREPANCIES

510 E. STONER AVENUE SHREVEPORT, LA 71101

667-18-101

B1 & B3

2019.02.22 JM TS

3/8" = 1'-0"C4

TUNNEL SECTION @ BUILDING #1 -

DEMO

3/8" = 1'-0"E4 TUNNEL SECTION @ DRIVE - DEMO

3/8" = 1'-0"D7 TUNNEL SECTION @ GARAGE - DEMO

DEMO KEYED NOTES

1 EXISTING CONCRETE TUNNEL WALL TO REMAIN; PROTECT DURING DEMO & NEW CONSTRUCTION UNLESS OTHERWISE NOTED.

2 EXISTING CONCRETE TUNNEL FLOOR TO REMAIN; PROTECT DURING DEMO & NEW CONSTRUCTION UNLESS OTHERWISE NOTED.

3 EXISTING CONCRETE TUNNEL CEILING TO REMAIN; PROTECT DURING DEMO & NEW CONSTRUCTION UNLESS OTHERWISE NOTED.

4 EXISTING ACCESS LADDER TO REMAIN; PROTECT DURING DEMO & NEW CONSTRUCTION UNLESS OTHERWISE NOTED.

5 EXISTING TUNNEL WALL EXPANSION JOINT; REMOVE ALL EXISTING SEALANT AND PREPARE SURFACE FOR NEW SEALANT (SEE DETAIL B8/AE101).

6 ACM ON EXISTING HIGH PRESSURE STEAM PIPING, TO BE ABATED.

7 ACM ON EXISTING PUMP CONDENSATE RETURN PIPING, TO BE ABATED.

8 ACM ON EXISTING CHILLED WATER SUPPLY PIPING, TO BE ABATED.

9 ACM ON EXISTING CHILLED WATER RETURN PIPING, TO BE ABATED.

10 EXISTING PIPE SUPPORT ASSEMBLY TO BE REMOVED; CONTRACTOR RESPONSIBLE FOR VERIFYING QUANTITIES WITH VA PRIOR TO DEMO; PROVIDE SHORING AND/OR SUPPORT FOR

PIPING AS REQUIRED DURING DEMO AND NEW CONSTRUCTION.

11 EXISTING CLAY BLOCK TUNNEL WALL TO REMAIN; PROTECT DURING DEMO AND NEW CONSTRUCTION.

12 ACM ON EXISTING DOMESTIC COLD WATER, TO BE ABATED.

GENERAL NOTES:

1. REFER TO MECHANICAL AND ELECTRICAL SHEETS FOR INFORMATION ON ALL

PIPING, CONDUIT, LIGHTING, OR OTHER UTILITY INFRASTRUCTURE.

2. REFER TO STRUCTURAL SHEETS FOR INFORMATION NEW CONSTRUCTION OF

PIPING STRUCTURES.

3. CONTRACTOR RESPONSIBLE FOR FIELD VERIFYING (F.V.) ALL EXISTING

CONDITIONS AND QUANTITIES PRIOR TO BIDDING.

D1

TYPICAL PIPING SUPPORT ASSEMBLY -

DEMO

1 1 2 3 4 5 6 7 3/8" = 1'-0"

FEETSCALE

ADDENDUM 1 DATE: 09.02.2021

Sheets
AD103 - DEMOLITION SECTIONS

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