AMD 5-EIE439- 4 JUN 2025.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

EIE439 FUELS MANAGEMENT AND LABORATORY FACILITY

1. This amendment provides changes to the solicitation as indicated on the continuation pages of this document.

2. THE PROPOSAL DUE DATE IS EXTENDED TO 13 JUNE 2025, 2:00PM AKDT.

3. Proposals shall be submitted in accordance w ith section 00 21 00, Para 1.12, Proposal Submittals 4.You are required to acknow ledge receipt of this amendment on the reverse side of the standard form 1442

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 04-Jun-2025

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911KB25R0020

X 9B. DATED (SEE ITEM 11)

21-Apr-2025

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

04-Jun-2025

CODE

U.S. ARMY ENGINEER DISTRICT, ALASKA

CEPOA-CT

2204 TALLEY STREET

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

a. The following drawings are substituted for the superseded documents/sections:

- Revised Drawing A-301 provided (bidder inquiry #11338136)

- Revised Drawing A-314 provided (bidder inquiry #11338136)

- Revised Drawing A-302 provided (bidder inquiry #11338136)

- Revised Drawing A-701 provided (bidder inquiry #11338136)

- Revised Drawing A-303 provided (bidder inquiry #11338136)

- Revised Drawing A-313 provided (bidder inquiry #11338136)

b. The following drawings are deleted:

NONE

c. The following revised documents/sections are substituted for the superseded documents/sections. The identifier “AM#05” appears before and after new and/or revised materials, except as noted below.

NOTE: Revisions within the following documents do not contain the above referenced identifiers:

NONE

d. The following sections are deleted:

e. The following documents are added:

f. The following revisions are incorporated:

g. Other:

- SECTION 00 11 00 - STANDARD FORM (SF) 1442

- The required response date/time has changed from 06-Jun-2025 02:00 PM to 13-Jun-2025 02:00 PM

AKDT.

(End of Summary of Changes)

ALL OTHER TERMS AND CONDITIONS SHALL REMAIN THE SAME.

FINISH FLOOR

0' - 0"

FLOOR PLAN

0' - 0"

T.O. PLATE @

GRIDLINE

10' - 8"

1 42

B.O. STEEL

20' - 8"

B.O. FOOTING

-2' - 0"

A1

A-301

H1

A-302

A1

A-302

MECHANICAL

PLATFORM

9' - 0"

A-311

A8

QAC

MECHANICAL

PLATFORM

VESTIBULE

READY ROOM

A1

A-313

CONFERENCE/

TRAINING

HALLWAY

A-312

A10

4"

1'-0"

A-701

A10

A1

A-303

A-701

A14

CONCRETE WALK,

SEE CIVIL DRAWINGS.

FINISH FLOOR

0' - 0"

T.O. PLATE @

GRIDLINE

10' - 8"

A B

C

B.O. FOOTING

-2' - 0"

H1

A-301

MECHANICAL

PLATFORM

9' - 0"

CONCRETE SLAB ON GRADE, RECESSED (-) 0'-6"

AT LAB. SEE STRUCTURAL DRAWINGS

A-311

A1

THICKENED FOOTING, SEE

STRUCTURAL DRAWINGS

LAB

QAC

MECHANICAL

ROOM

MECHANICAL

PLATFORM

SIM.

A-701 K10

A-311

A14

A-705

A12

4"

1'-0"

4"

1'-0"

H1

A-303

A-701

A1

A-701

A6

STEEL ALTERNATING

TREAD DEVICE

METAL DECK ON STEEL BEAMS, SEE

STRUCTURAL DRAWINGS

CONCRETE SLAB ON

METAL DECK, SEE

STRUCTURAL

DRAWINGS

A-502

F1

GWB CEILING AT 7'-0" ABOVE

MECHANICAL PLATFORM,

SUSPENDED FROM STRUCTURE

ABOVE

US Army Corps of Engineers ®

SHEET ID

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L a b /2

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RTA

1/4" = 1'-0" H1

NORTH / SOUTH BUILDING SECTION 0 2' 4' 8'

SCALE: 1/4" = 1'-0"

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

1/4" = 1'-0"

A1

EAST / WEST BUILDING SECTION

THROUGH MECHANICAL ROOM

MIN. 2" RIGID INSULATION UNDER RADIANT

TUBE ZONES. INSULATION MAY BE

DISCONTINUOUS AT GRADE BEAMS.

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/0 4/

MIN. 2" RIGID INSULATION UNDER RADIANT

TUBE ZONES. INSULATION MAY BE

DISCONTINUOUS AT GRADE BEAMS.

FLOOR PLAN

B.O. FOOTING

-2' - 0"

H1

A-302

5/8" GWB

VAPOR RETARDER

6" MTL. STUDS

BATT INSUL.

PLYWOOD

4" RIGID INSUL.

SPLIT FACE CMU

WEATHER BARRIER

TYP. EXT. WALL

ASSEMBLY EX-5

TYPICAL SOFFIT ASSEMBLY

(SEE A1/A-311)

1" AIR SPACE

KITCHEN

FINISH FLOOR

0' - 0"

B.O. FOOTING

-2' - 0"

A1

A-313

VESTIBULE

LAB

A-501

A6

A-501

F7

3' - 0"

10' - 6"

3' - 10"

F1

A-503

A-503

K1

SLOPE 1/4" PER FT

2 LAYERS 4" RIGID

INSULATION

A-501

K12

EXTERIOR WALL ASSEMBLY EX-2

(SEE A1/A-311) UP TO 10'-0"

EXTERIOR WALL ASSEMBLY EX-3

(SEE A8/A-311) ABOVE 10'-0"

WALL ASSEMBLY EX-1

5/8" GWB

A-501

F1

SIM.

SIM.

1-5/8" METAL STUD

1-5/8" METAL STUD

5/8" GWB

8" ICF WITH ENERGY

STICK INSERT, SEE

STRUCTURAL DRAWINGS

FOR REINFORCEMENT

WALL ASSEMBLY EX-3A

(SEE A1/A-313) ABOVE 10'-0"

FINISH FLOOR

0' - 0"

B

B.O. FOOTING

-2' - 0"

3/4" HARDWOOD

PLYWOOD W/

REMOVABLE P-LAM

FRONT

LOCKER VENTILATION

CHASE, SEE MECH.

DRAWINGS.

VENTED LOCKER

VENTED LOCKER

BASE AS SHEDULED

3/4" HARDWOOD

PLYWOOD W/

REMOVABLE P-LAM

FRONT

A-501

K1

US Army Corps of Engineers ®

SHEET ID

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P a th

P lo t D a te

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A u to d e s k D o c s

/2 .0

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M a n a g e m e n t

L a b /2

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M a n a g e m e n t L a b R

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/2 /2

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A-314

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A u th o r

C h e c k e r

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RTA3/4" = 1'-0"

A1

SOUTH ENTRY WALL SECTION

3/4" = 1'-0"

A8

EAST/WEST BUILDING SECTION THROUGH

VESTIBULE 114

3/4" = 1'-0" A16

LOCKERS SECTION

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FLOOR PLAN

0' - 0"

T.O. PLATE @

GRIDLINE

10' - 8"

A B

C

B.O. STEEL

20' - 8"

B.O. FOOTING

-2' - 0"

H1

A-301

A-312

A1

OUTDOOR

STORAGE

JANITOR

HALL

VESTIBULE

READY ROOM

A-501

K1

4"

1'-0"

4"

1'-0"

A-701

F6

H1

A-303

A-501

K7 A-312

A1

SIM.

FINISH FLOOR

0' - 0"

FLOOR PLAN

0' - 0"

T.O. PLATE @

GRIDLINE

10' - 8"

A B

C

B.O. STEEL

20' - 8"

B.O. FOOTING

-2' - 0"

H1

A-301

A-313

B14

CONFERENCE/

TRAINING

A-311

A1

SECTION CHIEF

TRAINING OFFICE

4"

1'-0" 4"

1'-0"

H1

A-303

A-701

F6

TYP.

US Army Corps of Engineers ®

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A u to d e s k D o c s

/2 .0

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F u e ls

M a n a g e m e n t

L a b /2

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M a n a g e m e n t L a b R

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A-302

B U

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F O

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A D

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H O

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G E

A

L A

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A

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C H

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S S

C H

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D M

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B E

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RTA

1/4" = 1'-0" H1

BUILDING SECTION

1/4" = 1'-0" A1

EAST / WEST BUILDING SECTION

THROUGH RELITES 0 2' 4' 8'

SCALE: 1/4" = 1'-0"

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

R E

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A M

M E

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4/

MIN. 2" RIGID INSULATION UNDER RADIANT

TUBE ZONES. INSULATION MAY BE

DISCONTINUOUS AT GRADE BEAMS.

MIN. 2" RIGID INSULATION UNDER RADIANT

TUBE ZONES. INSULATION MAY BE

DISCONTINUOUS AT GRADE BEAMS.

1" SLOTTED

DEFLECTION TRACK

INSULATED METAL

ROOF ASSEMBLY

METAL ROOF DECK, SEE

STRUCTRUAL DRAWINGS

PARTITION AS

SCHEDULED

FILL FLUTES W/ MINERAL WOOL (FIRE

PARTITIONS OR ACOUSTIC BATT (ACOUSTIC

PARTITIONS) SECURED W/ METAL FLASHING

FASTENED AND SEALED TO DECK

(OMIT AT NON-RATED PARTIONS)

MECHANICAL

PLATFORM

9' - 0"

FLOOR ASSEMBLY,

SEE STRUCTURAL

DRAWINGS

FIRESTOPPING

FIRE PARTITION PER SCHEDULE

3 LAYERS 5/8" TYPE X GWB

MH-1

FIRE CAULKING

PARTITION AS SCHEDULED

INSULATED METAL

ROOF ASSEMBLY

METAL ROOF DECK, SEE

STRUCTURAL DRAWINGS

FILL FLUTES W/ MINERAL WOOL FIRE

PARTITIONS OR ACOUSTIC BATT (ACOUSTIC

PARTITIONS) SECURED W/ METAL FLASHING

FASTENED AND SEALED TO DECK

(OMIT AT NON-RATED PARTITIONS)

1" SLOTTED

DEFLECTION TRACK

PARTITION AS

SCHEDULED

STEEL FRAMING, SEE

STRUCTURAL DWGS.

MECHANICAL

PLATFORM

9' - 0"

CANOPY REF

8' - 0"

PARTITION AS

SCHEDULED

HORIZ. ASSEMBLY

AS SCHEDULED

FLOOR ASSEMBLY,

SEE STRUCT.

FIRESTOPPING

GUARDRAIL WHERE OCCURS

FIRE CAULK

B

PARTITION AS

SCHEDULED

FILL FLUTES W/

FIRESTOPPING

FLOOR ASSEMBLY,

SEE STRUCT.

HORZ. ASSEMBLY AS

SCHEDULED

MH-1

FIRE CAULKING

TYP. WALL ASSEMBLY

EX-2 (SEE A1/A-311)

FLOOR ASSEMBLY, SEE

STRUCTURAL DRAWINGS

FIRE STOPPING

FINISH FLOOR

0' - 0"

B

SST GRATING, SEE

STRUCTURAL DRAWINGS

STEEL ANGLE, SEE

STRUCTURAL DRAWINGS

CONCRETE FOUNDATION,

SEE STRUCTURAL DRAWINGS

WATERPROOFING

0' - 7 5/8"

2' - 0"

EMERGENCY SHOWER AND

EYEWASH, SEE PLUMBING

DRAWINGS

EMERGENCY EYEWASH

DRAINAGE PIPING, SEE

PLUMBING DRAWINGS

B

M1A

M1A

COLUMN, SEE

STRUCT. DWGS.

CORNER GUARD

M4

F.O. STUD

0' - 1"

ALIGN F.O.F.

/8

B

M1A

COLUMN, SEE

STRUCTURAL DRAWINGS

0' - 1"

M1A 0' - 1"

M6

M6

1 1/2" = 1'-0" F10

DEFLECTION TRACK

1 1/2" = 1'-0" A14

HORIZ. ASSEMBLY @ QAC WALL

1 1/2" = 1'-0" F6

DEFLECTION TRACK

US Army Corps of Engineers ®

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A u to d e s k D o c s

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L a b /2

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M a n a g e m e n t L a b R

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/2 /2

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A-701

IN

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F O

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A u th o r

C h e c k e r

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RTA

1 1/2" = 1'-0" A6

HORIZONTAL ASSEMBLY @ MECH.

PLATFORM EDGE

1 1/2" = 1'-0" A1

HORIZONTAL ASSEMBLY @ LAB

1 1/2" = 1'-0"

A10

HORIZ. ASSEMBLY @ EXT. WALL

1 1/2" = 1'-0" K10

SUMP PIT DETAIL1 1/2" = 1'-0"

K1

COLUMN WRAP DET.

1 1/2" = 1'-0" F1

COLUMN WRAP DETAIL

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C O

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H A

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FLOOR PLAN

0' - 0"

T.O. PLATE @

GRIDLINE

10' - 8"

1 42

B.O. FOOTING

-2' - 0"

MECHANICAL

PLATFORM

9' - 0"

QAC

MECHANICAL

PLATFORM

VESTIBULE

READY ROOM

CONFERENCE/

TRAINING

HALLWAY

EIFS ASSEMBLY MEETS AIR

BARRIER REQUIREMENTS

PROVIDE SELF-ADHEREING

MEMBRANE AIR BARRIER AT TOP

OF WALL / ROOF TRANSITION,

SEE A6/A-501

INSULATED METAL PANELS MEET

AIR BARRIER REQUIREMENT W/O

ADDITIONAL MEMBRANE

FINISH FLOOR

0' - 0"

T.O. PLATE @

GRIDLINE

10' - 8"

A B

C

B.O. FOOTING

-2' - 0"

MECHANICAL

PLATFORM

9' - 0"

LAB

QAC

MECHANICAL

ROOM

MECHANICAL

PLATFORM

PROVIDE SELF-ADHEREING

MEMBRANE AIR BARRIER

AT METAL PANEL JOINT

UNDER FLASHING, SEE

K1/A-501

PROVIDE SELF-ADHERING

MEMBRANE AIR BARRIER AT

SOFFIT / ROOF TRANSITION,

SEE F7/A-501

EIFS ASSEMBLY MEETS AIR

BARRIER REQUIREMENT

ICF MEETS AIR BARRIER

REQUIREMENT W/O

ADDITIONAL MEMBRANE

INSULATED METAL PANELS MEET

AIR BARRIER REQUIREMENT W/O

ADDITIONAL MEMBRANE

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

A u to d e s k D o c s

/2 .0

U

S A

C E

E

IE

F u e ls

M a n a g e m e n t

L a b /2

.0

U

S A

C E

E

IE

F u e ls

M a n a g e m e n t L a b R

.r v t

/2 /2

:4

:4

A

M

A-303

T Y

P

IC

A L A

IR

B

A R

R

IE

R E

X T

E N

T S

E

IE

L S

O N

A

IR

F O

R C

E B

A S

E A

L A

S K

A D

IS

T

R

IC

T A

N C

H O

R A

G E

A

L A

S K

A

S S

C H

E L L

S S

C H

E L L

D M

O O

R E

O C

T O

B E

R

W K

B R

R T

A

F U

E L S

M A

N A

G E

M E

N T

A N

D L

A B

O R

A T

O R

Y F

A C

IL

IT

Y

E

IE

F T

Q W

RTA

1/4" = 1'-0" H1

NORTH / SOUTH AIR BARRIER SYSTEM

SECTION 0 2' 4' 8'

SCALE: 1/4" = 1'-0"

0 2' 4' 8'

SCALE: 1/4" = 1'-0"

1/4" = 1'-0"

A1

EAST / WEST AIR BARRIER SYSTEM

SECTION

R E

V

IS

E D

IN

A

C C

O R

D A

N C

E W

IT

H

A M

M E

N D

M E

N T

4/

A

B.O. FOOTING

-2' - 0"

A8

A-314

VESTIBULE

A-501

A6

SIM.

TYPICAL SOFFIT

ASSEMBLY

(SEE A1/A-311)

4' - 9"

A-503

B7

F7

A-503

A-503

B7K7

3' - 0"

SLOPE 1/4" PER FT

A-502

A1

A-501

K1

LIGHT FIXTURE,

SEE ELECTRICAL

DRAWINGS.

A-501

F7

EXTERIOR WALL ASSEMBLY EX-2

(SEE A1/A-311) UP TO 10'-0"

EXTERIOR WALL ASSEMBLY EX-3

(SEE A8/A-311) ABOVE 10'-0"

WALL ASSEMBLY EX-3A

(ABOVE 10'-0")

8" ICF WITH ENERGY STICK

INSERT, SEE STRUCTURAL

DRAWINGS FOR REINFORCEMENT

1-5/8" METAL STUD

GWB

SIM.

FLOOR PLAN

0' - 0"

T.O. PLATE @

GRIDLINE

10' - 8"

CEILING AS

SCHEDULED

DOOR AS

SCHEDULED

RELITES, SEE RELITE

PLAN, A2/A-603

WALL AS

SCHEDULED

A-603

L17

A-603

E17

A-701

F6

A-602

J16

A-603

H17

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

A u to d e s k D o c s

/2 .0

U

S A

C E

E

IE

F u e ls

M a n a g e m e n t

L a b /2

.0

U

S A

C E

E

IE

F u e ls

M a n a g e m e n t L a b R

.r v t

/2 /2

:4

:5

A

M

A-313

W A

L L S

E C

T

IO

N S

E

IE

L S

O N

A

IR

F O

R C

E B

A S

E A

L A

S K

A D

IS

T

R

IC

T A

N C

H O

R A

G E

A

L A

S K

A

S S

C H

E L L

S S

C H

E L L

D M

O O

R E

O C

T O

B E

R

W K

B R

R T

A

F U

E L S

M A

N A

G E

M E

N T

A N

D L

A B

O R

A T

O R

Y F

A C

IL

IT

Y

E

IE

F T

Q W

RTA

2'1' 4'0

SCALE: 3/4" = 1'-0"

2'1' 4'0

SCALE: 3/4" = 1'-0"

3/4" = 1'-0"

A1

NORTH/SOUTH BUILDING SECTION

THROUGH VESTIBULE 114

3/4" = 1'-0" B14

HIGH WINDOW WALL SECTION

R E

V

IS

E D

IN

A

C C

O R

D A

N C

E W

IT

H

A M

M E

N D

M E

N T

4/