W912P826QA017_AM0001.pdf

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offers 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 electronic communication 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 letter or electronic communication, provided each letter or electronic communication 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 NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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.)

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

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

Contractor Questions and Government Responses

W912P826QA017

1) Is this is a brand new contract OR is (was) an incumbent performing these services?

If not brand new, could you please provide the current / previous contract number?

This is a new contract.

2) Do you have drawings on the parts you would like to be machined for this solicitation?

See the attached sample drawings. The drawings are for information only. Actual BPA calls will be placed as needs arise that may or may not involve these specific components.

3) Paragraph 2 of the Performance Work Statement requires the Contractor's shop facility to be located within an 80-mile radius of the New Orleans District headquarters at 7400 Leake Avenue, with delivery of services, supplies, and materials within a 100-mile radius. VTN's machine shop is located in San Jose, California. Will offerors whose facilities are located outside the 80-mile radius be considered for award of the Master BPA?

No.

4) Part I, paragraph 2 states a period of performance beginning 1 April 2026, which precedes the quote due date. Please confirm the anticipated effective date of the resulting

BPA.

The period of performance of this Blanket Purchase Agreement (BPA) is from 01 October 2026 to 30 September 2031, or the total aggregate BPA Call amount reaches $3,919,668.00 USD, unless previously withdrawn by the Contracting Officer.

5) We would like to request the technical drawings and specifications for the machining services and related components.

See the attached sample drawings. The drawings are for information only. Actual BPA calls will be placed as needs arise that may or may not involve these specific components.

A U

G

D P L

D J S

C O B ž

B

A

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B

A

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1 3 4 5

21 3 4 5

C O

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S

O F

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G I N

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R S

U

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M Y

G I N

E

D I S

T R I C

T

W

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A N

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L E

A N

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U I S I A

N A

A U

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DRAWING

FILE NUMBER

OF

O

V

C K

M I S

S I S

S I P

V

I B

U T

A R I E S

P I N

T

S E

M B

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C A

S T I N

G

T A I L S

US Army Corps of Engineers

D E S

C R I P

T I O

N D

A T

E D

E S

C R I P

T I O

N D

A T

E A

P P

R

M A

R K

M A

R K

New Orleans District

A P

P R

S U

B M I T

T

B

S O

L I C I T

A T I

D E S I

F

M E

S C

A L

E

D A

T E

P L

O T

P L

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D E S I

G I N

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R

D E S I G

N

D A

T E

D R

A

C H

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1. FOR GENERAL NOTES AND WELDING NOTES

SEE DRAWING 2.

2. QUANTITIES LISTED ARE FOR ONE GATE (2 LEAVES)

3. SURFACE FINISHES SHALL CONFORM TO

WAVINESS AND LAY".

NOTES:

B

3. FILLETS •" RADIUS UNLESS NOTED.

BE DRILLED Ž" AND REAMED TO FIT AT ASSEMBLY.

1. HOLES FOR •" TURN BOLTS IN PINTLE SOCKET SHALL

SCALE: 1 •" = 1'-0"

ASTM A148, GRADE 80-50

2. SPOT FACE FAR SIDE.

PINTLE SOCKET NOTES:

SECTION

HOLES MK. "X"

SECTION B

A

A

1'-11›" R

A

ELEVATION

PLAN

C

N

T L

E

HOLES MK "X"

C PINTLE

B

E L

E V

A T I O

N

HALF ELEVATION/HALF SECTION

HOLES MK. "X"

SCALE: 1 •" = 1'-0"

HALF ELEVATION/HALF SECTION

SCALE: 1 •" = 1'-0"

PINTLE SHOE

ASTM A148, GRADE 80-50

„" R

‚" R

PLAN

HOLES MK "X"

EXCEPT AS NOTED

FINISH ALL OVER 125

DRILL œ" DIA.

x †" DEEP

(TYP. 7 PLACES)

DRILL AND TAP

AFTER ASSEMBLY

LOCKED IN PLACE

PLAN

PINTLE

SCALE: 1 •" = 1'-0"

ELEVATION

PLAN

7" R

QUOIN SEAL

PINTLE BASE

MK 155-2 (NIC)

PINTLE SOCKET

SECTION THRU PINTLE ASSEMBLY

SCALE: 1 •" = 1'-0"

SECTION THRU PINTLE ASSEMBLY

SCALE: 1 •" = 1'-0"

C G22C G22

FINISH ALL

OVER 250

ƒ

1 •"

SCALE: 6" = 1'-0"

Ÿ

2" 1 ƒ" ‚"

CORR. RESIST. STEEL 20 REQ'D

SCALE: 6" = 1'-0"

3 ƒ" 2 ‚"

"D I A

SCALE: 6" = 1'-0"

Ÿ

D I A

SCALE: 6" = 1'-0"

LOCK WASHER

2 ‡"

D I A

D I A

DRILL œ" HOLE FOR

1 Š" DIA. x •" DEEP

SCALE: 6" = 1'-0"

x1x0'-4 •"

12"R

5"

PL 1 •

DRILL 1 ‚" DIA. HOLE

DRILL Ž" HOLES

FOR ƒ"x 2 ƒ"BOLTS

•"2

3 •"

6" ƒ ƒ

1'-11" DIA.

+.001

-.001

19.000" DIA.

-.001

+.001

1'-11" DIA.

19.000" DIA. 3

" 4

STD. HEAD

2 •"

2" •" ƒ

1'-7 „" DIA.

-.000"

+.001" 19.002"

(TYP. 7 PLACES, SEE

PINTLE BUSHING PLAN)

4"

1'-6"R

2"

4"

2'-0"

DRILL AND TAP

4"

9"

PRESSURE

SIDE

60°

3"

4"

3'-7"

4"

4"

1'-5" 2"

DRILL FOR2

ƒ

1'-0 ƒ"

PINTLE BUSHING

PINTLE SHOE

EXISTING SEAL ANGLE

RUBBER SEAL

+.006

-.000DIA.

16.000"4"

4"

+.001

-.005 DIA.

+.000 24.000"

15.999"

-.007 DIA.

‚"R

EXCEPT AS NOTED

FINISH ALL OVER

BY OTHERS

EPOXY FILLER

1"

PL ‡

PL 1

TOP OF EXISTING SILL

SEAL

CLAMPS

PL …

DRILL

AND

TAP FOR MK 1-155-7

SPACES @ 4 ‚" C.C.

HOLES

TO MATCH SEAL CLAMP

3 °0

18°26'6" 11°33'54"

60°

60°60

1-ƒ"

6''

SCALE: 6'' = 1' - 0''

0 6''

0 2'1' 3'12''

SCALE: 1 •'' = 1' - 0''

ƒ š

FLANGE PL 1 x 6Š

PINTLE

C/L

EXISTING EL. (-)11.83

ASME B46.1 FOR "SURFACE ROUGHNESS,

6.252

6.250

6.500

6.499

6.249

6.250

15.998

16.000

FOR A 1''\ LIFTING EYE

WITH A 60° BEVEL IN THE TOP OF PINTLE

DRILL AND TAP A 1•'' DEEP HOLE

OVERSIZE GIRDER AND MACHINE TO A FINAL WEB THICKNESS DIMENSION OF ‡".

FULL BEARING IS REQUIRED BETWEEN PINTLE CASTING AND GIRDER WEB PLATE.

NOTE:

10‚"

1ƒ" 3‚"

OVER 90% OF THE PINTLE TO WEB PLATE CONTACT AREA.

90% OF THE PINTLE TO THRUST BLOCK CONTACT AREA AND 0.004 INCH GAP

FULL BEARING IS DEFINED AS HAVING NO MORE THAN A 0.002 INCH GAP OVER

5"

2„"

H S D

G N

N

A

M

T

T E S

H-4-48189

2 REQ'D

CORR. RESIST. STEEL 2 REQ'D

STRUCTURAL STEEL 2 REQ'D.

MK 14-155-4

PINTLE MK 14-155-3

MK 14-155-5

MK 14-155-1

MK 14-155-3

FOR MK 14-155-6 MK 14-155-9

FOR MK 14-155-6

FOR MK 14-155-7

FOR MK 14-155-8

MK 14-155-8 TO BE

MK 14-155-5

PINTLE BUSHING MK 14-155-4

KEY MK 14-155-10SET SCREW MK 14-155-6

PINTLE SOCKET MK 14-155-1R & MK 14-155-1L

MK 14-155-IR 1 REQ'D. AS SHOWN

MK 14-155-IL 1 REQ'D. OPP. HAND

MACHINE SCREW MK 14-155-8BOLT MK 14-155-7 BOLT MK 14-155-9

NOTE: BOLT MK 14-155-9 SHALL HAVE A CLASS LN-2 FIT

MK 10-149-2R

MK 14-155-8 COUNTER BORE

DRILL AND TAP

FOR 1"-8UNC-2B

x 1 1/2" DEEP

DRILL AND TAP

FOR 1"-8UNC-2B

x 1 1/2" DEEP

W P

B

2 REQ'D

ASTM A705, TYPE 630, MIN HARDNESS 40Rc

2 REQ'D

ASTM B584, ALLOY C93700

*DRILL & TAP

BEARING OF BOLT HEAD

AS REQUIRED FOR FULL

* SPOT FACE CASTING

P O I N

C

U P

R I S

H

U I S I A

N A

SEMI-CIRCULAR GREASE GROOVES

3/16: RADIUS @ 60 DEGREES C.C.

DRILL AND TAP FOR 1/2" DIA.

EXTRA STRONG BRASS PIPE (NIC)

PIPE (NIC)

1/2" EXTRA STRONG

CORR. RESIST. STEEL 20 REQ'D

CORR. RESIST. STEEL 32 REQ'D

6.501

6.500

KO CONTRACTING DIVISION, 7400 LEAKE AVE

NEW ORLEANS, LA 70118-3651

UNITED STATES

ANGELA DAY, EMAIL: ANGELA.C.DAY@USACE.ARMY.MIL TELEPHONE: (504) 862-1047

AdminBy:

SCD: PAS:

1. Contractor Questions and Government Answers

2. Proposal due date will not be changed. The due date is September 17, 2026 at 11:00 a.m. local time.