About this file

This document includes construction plans and specifications for a federal contract opportunity. The U.S. Army Corps of Engineers is soliciting proposals to construct a new Climatic Chamber Building at the Cold Regions Research and Engineering Laboratory in Hanover, New Hampshire under solicitation number W912WJ20B0008. The construction plans provide details for the building's foundation systems, including 8-inch concrete slabs, foundation walls with #5 rebar placed at 12-inch centers, a 1/4-inch per foot slope at doors, and the use of 2-inch extruded polystyrene rigid insulation with a minimum bearing capacity of 40 psi. The specifications require the construction of climatic chambers, with responses due by April 29, 2020 and the Department of the Army Corps of Engineers Engineering District New England serving as the contracting agency.

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Other files

File Type Posted
Bid Abstract.pdf PDF
Bid Summary_W912WJ20B0008.pdf PDF
Amendment 0006.pdf PDF
Amend 0005_Architectural Drawing Revisions.pdf PDF
Amend 0005_13 34 19.pdf PDF
Amendment 0005.pdf PDF
Amend 0004_11 01 00.pdf PDF
Amendment 0004.pdf PDF
Amend 0004_13 34 19.pdf PDF
Amend 0003_A-310.pdf PDF
Amend 0003_03 30 00.pdf PDF
Amend 0003_P-501.pdf PDF
Amend 0003_CD-101.pdf PDF
Amend 0003_C-503.pdf PDF
Amend 0003_A-601.pdf PDF
Amendment 0003.pdf PDF
Amend 0003_S-501.pdf PDF
Amend 0003_11 20 00.pdf PDF
Amend 0003_13 34 19.pdf PDF
Amend 0003_28 31 63.pdf PDF
Amend 0003_A-301.pdf PDF
Amend 0003_22 07 19.pdf PDF
CRREL Climatic Cold Chambers - IFC Drawings.pdf PDF
Amendment 0002.pdf PDF
11 20 00 - Amend002_4-17-20.pdf PDF
Amendment 0001.pdf PDF
CRREL Climatic Chamber Pre-Bid Site Visit 16APR20.pdf PDF
Solicitation W912WJ20B0008 CREEL Climatic Cold Chambers Virtual Site Visit 2020-04-16-10-00-04.mp4 MP4 file
Solicitation W912WJ20B0008.pdf PDF
J A_Redacted.pdf PDF
Drawing.pdf PDF
Specifications.pdf PDF
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Text version

F.F.

0' - 0"

D

8" CONCRETE SLAB (SEE PLAN)

FOUNDATION WALL

FINISH GRADE

(SEE CIVIL)

#5 BARS @ 12" O.C. EW

CENTERED IN WALL

8"

REF

1' - 2"

SLOPE 1/4"/FT TYP. AT DOORS

B

E L O

W G

R A

D E

2" XPS RIGID INSULATION,

40 PSI MIN. BEARING

CAPACITY

F.F.

0' - 0"

D

8" CONCRETE

SLAB (SEE PLAN)

FOUNDATION

WALL

FINISH GRADE

(SEE CIVIL)

8"

#5 BARS @ 12" O.C. EW

CENTERED IN WALL

REF

1' - 2"

3/4" CHAMFER TYP

B

E L O

W G

R A

D E

2" XPS RIGID INSULATION,

40 PSI MIN. BEARING

CAPACITY

US Army Corps of Engineers ®

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04/29/2020

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