Solicitation.AM0001.W912EE26RA018.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

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Reference Solicitation No. Block 14 (Description of Amendment/Modification):

W912EE26RA018, for Mississippi River, RM 488.5-L, FC/MR&T, Channel Improvement, Ben Lomond Dike 2C Extension, and Baleshed Landing Dike 6 Raise, is amended as follows:

Drawings G-001, C-101, C-102, C-301, C-302, C-303, C304, C-501, C-502, R-101, AND R-102 are revised. Drawings revised by this amendment have the notation "Revised by Amendment 0001" in the title block.

All other terms and conditions remain unchanged.

Section 00 01 15 - List of Drawing Sheets

The attachments table has changed from:

Identifie r

Document Name

Document Description Reference Identifier

Date Line Item Page N umbers

Docum ent Type

Provide d Under Separat e Cover

0001 0001_Wage.

Determinations.

26RA018

Wage Determination 0001 13 Jul 2026 Attach ment

No

0002 0002_Specifica tions.

Solicitation.

26RA018

Specification 0002 13 Jul 2026 Attach ment

No

0003 0003_Drawings .Solicitation.

26RA018

Drawings 0003 13 Jul 2026 11 Attach ment

No

To:

Identifie r

Document Name

Document Description Reference Identifier

Date Line Item Page N umbers

Docum ent Type

Provide d Under Separat e Cover

0001 0001_Wage. Wage Determination 0001 13 Jul 2026 9 Attach No

W912EE26RA0180001

Determinations.

26RA018

ment

0002 0002_Specifica tions.

Solicitation.

26RA018

Specification 0002 13 Jul 2026 109 Attach ment

No

0003 0003_Drawings .Revised.

Solicitation.

26RA018

Drawings 0003 20 Jul 2026 11 Attach ment

No

The following contract documents were added:

0003_Drawings.Revised.Solicitation.26RA018

The following contract documents were deleted:

0003_Drawings.Solicitation.26RA018

The following contract documents Page Counts were changed:

DOCUMENT PAGE COUNTS

DOCUMENT NAME FROM TO

0003_Drawings.Revised.Solicitation.26RA018 11

W912EE26RA0180001

EAST CARROLL PARISH

LOUISIANA SECTION 13

TOWNSHIP 21 NORTH

RANGE 13 EAST

ISSAQUENA COUNTY

SECTION 3

TOWNSHIP 11 NORTH

RANGE 9 WEST

FL

O

W

M

IS

SI

SS

IP

PI

R

IV

ER

LAKE PROVIDENCE, LA

PROPOSED WORK

DI

KE

C

BEN LOMOND DIKES

BALESHED LANDING DIKES

B

A

DIKE 2L

D

IK

E 2D

BA

LE

SH

ED

-S

TA

K

LA

N

EV

ET

EN

T

DIKE 1L

PROPOSED WORKDIKE 6

ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

VICKSBURG DISTRICT

W912EE-YY-X-XXXX

MMMM YYYY

W912EE-26-R-A018

MISSISSIPPI RIVER, RM 488.5-L

FC/MR&T, CHANNEL IMPROVEMENT PROGRAM

BEN LOMOND DIKE 2C EXTENSION

AND BALESHED LANDING DIKE 6 RAISE

SO

LI

IT

AT

IO

ES

IG

Y:

TI

AR

ZE

SU

BM

TE

TR

AC

H

EC

AW

E:

SHEET ID

F

G

2 3 4 5 6 7 8 9 10 of Engineers

U .S

. A

Y

PS

IN

EE

S

AN

2E E-

YY

-X

XX

X

-R

-A

VI

KS

BU

, M

ST

IC

AL

L

AI

SE

BE

2C

XT

FC

/M

&T , C

EL

IM

PR

VE

AM

, R

.5

-L

AS ADVERTISED

G-001

. C

AS

Z.

YN

, P

.E

. W

E, P

INDEX TO DRAWINGS

SHEET ID SHEET TITLE 1 SHEET TITLE 2 SHEET TITLE 3

G-001 COVER SHEET

C-101 BALESHED LANDING DIKE 6 - RM 489.9-L PLAN AND PROFILE

C-102 BEN LOMOND DIKE 2C - 487.0-L PLAN AND PROFILE

C-301 BALESHED LANDING DIKE 6 - RM 489.9-L CROSS SECTION STA. 4+00 TO STA. 14+00

C-302 BALESHED LANDING 6 - RM 489.9-L CROSS SECTIONS STA. 16+00 TO STA. 25+00

C-303 BEN LOMOND DIKE 2C - RM 487.0-L CROSS SECTIONS STA. -4+00 TO STA. 6+00

C-304 BEN LOMOND DIKE 2C - RM 487.0-L CROSS SECTIONS STA. 8+00 TO STA. 13+00

C-501 BALESHED LANDING DIKE 6 - RM 489.9-L TYPICAL DETAILS

C-502 BEN LOMOND DIKE 2C - RM 487.0-L TYPICAL DETAIL

R-101 BALESHED LANDING DIKE 6 - RM 489.9-L RIGHT OF WAY

R-102 BEN LOMOND DIKE 2C - RM 487.0-L RIGHT OF WAY

6060 60

70 70

70707070

70 70 70

8090909090

END CONSTRUCTION OF DIKE APPROX.

(TIE TO EXISTING DIKE)

N:1211941.18 E:2052420.75

BEGIN CONSTRUCTION OF DIKE APPROX.

(TIE TO EXISTING DIKE)

N:1210911.73 E:2054171.06

CONSTRUCT 15' CROWN

MAINTAIN 45' CROWN

CONSTRUCT 15' CROWN

TRANS. TRANS.

0+

1+

2+

3+

4+

5+

6+

7+

8+

9+

+0

+9

6.

+12 LWRP

MAINTAIN 45' CROWN WIDTH

CONSTRUCT 15' CROWN WIDTH

CONSTRUCT 15' CROWN WIDTH

+5 LWRP

TOP OF EXISTING DIKE

(CONSTRUCTED 2025)

TRANS.TRANS.

ELEVATIO

STATIONING ALONG DIKE CENTERLINE

0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00

+12 LWRPST

A.

+3

9.

. 8

0.

8.

+6

4.

5.

. 7

3.

6.

3.

.6

PROPOSED GRADE PROPOSED GRADE

LWRP 0 = 68.4 LWRP 0 = 68.4

25% SLOPE 25% SLOPE

C-101

- R

.9

PL

FI

NOTES

LEGEND

"A" STONE

DIKE CENTERLINE

DIKE LIMITS

EXISTING GROUND

1. ALL UNITS ARE U.S. SURVEY FEET.

2. HYDROGRAPHIC SURVEY CONDITIONS DATED AUGUST 2024.

3. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO

1V:1.5H.

4. 0 LWRP = EL. 68.4.

5. SEE SHEET C-501 FOR TYPICAL DETAIL.

6. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST,

NAD83(HARN).

7. VERTICAL REFERENCE SYSTEM: N.A.V.D. 88.

8. CONTROL POINTS SHOWN ON THE DRAWINGS SHALL BE TREATED AS

APPROXIMATE LOCATIONS.

9. CONSTRUCTION LIMITS OF THE DIKE MAY CHANGE ACCORDING TO THE

PRE-CONSTRUCTION SURVEYS.

10. PROFILE STATIONING IS CUT ALONG DIKE CENTERLINE.

D1 BALESHED LANDING DIKE 6 - RM 489.9-L - PLAN

SCALE: 1"=200'

A1 BALESHED LANDING DIKE 6 - RM 489.9-L - PROFILE

HORIZONTAL SCALE: 1"=200'

VERTICAL SCALE: 1"=10'

400'0 200'

400'0 200'

50 50 5060 60 60 60

606060

70 70 70 7070707070

BEGIN CONSTRUCTION OF DIKE APPROX.

(TIE TO EXISTING GROUND)

N: 1199885.87 E: 2045528.12

-6 +7

-5

-4

-3

-2

-1

0+

1+

7+

8+

9+

+9

9.

END CONSTRUCTION OF DIKE APPROX.

(TIE TO EXISTING GROUND)

N: 1198403.48 E: 2044925.61

CONSTRUCT 12' CROWN

FLOW

MISSISSIPPI RIVER

ELEVATIO

STATIONING ALONG DIKE CENTERLINE

-6+00 -4+00 -2+00 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00

+12 LWRP

0 LWRP = EL. 65.7 0 LWRP = EL. 65.7

CONSTRUCT 12' CROWN

-3

.2

1V :5

-1V:5H

PROPOSED GRADE

C-102

7.

0-

PL

FI

DIKE LIMITS

4. 0 LWRP = EL. 65.7.

5. SEE SHEET C-502 FOR TYPICAL DETAIL.

8. CONTROL POINTS SHOWN ON THE DRAWINGS SHALL BE TREATED AS

APPROXIMATELY LOCATIONS.

9. CONSTRUCTION LIMITS OF THE DIKE MAY CHANGE ACCORDING TO THE

PRE-CONSTRUCTION SURVEYS.

10. PROFILE STATIONING IS CUT ALONG DIKE CENTERLINE.

D1 BEN LOMOND DIKE 2C - RM 487.0-L - PLAN

SCALE: 1"=100'

A1 BEN LOMOND DIKE 2C - RM 487.0-L - PROFILE

HORIZONTAL SCALE: 1"=100'

VERTICAL SCALE: 1"=10'

100' 200'0

100' 200'0

0 10' 20'

STA. 4+00

0 50 1000-50-100

STA. 6+00

STA. 8+00

STA. 10+00

STA. 12+00

STA. 14+00

NO WORK

EL. 80.00

EL. 73.00

15' CROWN

45' CROWN

1V:1.5H

1V:1.5H1V:1.5H

C-301

TO

. 1

8. CROSS SECTIONS ARE CUT ALONG THE DIKE CENTERLINE.

A1 BALESHED LANDING DIKE 6 - RM 489.9-L - CROSS SECTIONS - STA. 4+00 TO STA. 14+00

SCALE: 1"=20' 20' 40'0

STA. 16+00

STA. 18+00

STA. 20+00

STA. 22+00

STA. 24+00

STA. 25+00

C-302

. 2

A1 BALESHED LANDING DIKE 6 - RM 489.9-L - CROSS SECTIONS - STA. 16+00 TO STA. 25+00

STA. -4+00

STA. -2+00

STA. 0+00

STA. 2+00

STA. 4+00

STA. 6+00

EL. 78.00

EL. 78.00EL. 78.00

DIKE CENTERLINE DIKE CENTERLINE

12' CROWN

12' CROWN 12' CROWN

C-303

.0

-4

. 6

A1 BEN LOMOND DIKE 2C - RM 487.0-L - CROSS SECTIONS - STA -4+00 TO STA. 6+00

STA. 8+00

STA. 10+00

STA. 12+00

STA. 13+00

C-304

. 1

A1 BEN LOMOND DIKE 2C - RM 487.0-L - CROSS SECTIONS - STA 8+00 TO STA. 13+00

DISTANCE VARIES

EI

VA

IE

1V:1.5H -1V:1.5H

45' CROWN

MAINTAIN EXISTING NOTCH ELEVATION

(MINIMAL STONE REQUIRED)

EL. 73.00

CROWN WIDTH VARIES

EL. VARIES

-1V:1.5H

-1V:1.5H1V:1.5H

C-501

TY

LS

A1 BALESHED LANDING DIKE 6 - NOTCH TYPICAL DETAIL

SCALE: 1"=10'

F1 BALESHED LANDING DIKE 6 - TYPICAL DETAIL

D1 BALESHED LANDING DIKE 6 - 489.9-L - TRANSITION TYPICAL DETAIL

-1V:1.5H

C-502

TY

A1 BEN LOMOND DIKE 2C - RM 487.0-L - TYPICAL DETAIL

N: 1210794.09 E: 2054958.20

N: 1210274.23 E: 2054655.29

N: 1213402.82 E: 2049322.72

N: 1213921.24 E: 2049624.79

DIKE 6

MISSISSIPPI

BALESHED LANDING

RIGHT OF WAY LIMITS

BALE

SHED-S

CK IS

ND R

EVETM

ENT

R/W

R-101

AY

A1 BALESHED LANDING DIKE 6 - RM 489.9-L - RIGHT OF WAY

SCALE: 1"=500' 0 500' 1000'

/W

US

EAST CARROLL PARISH

LOUISIANA SECTION 13

TOWNSHIP 21 NORTH

RANGE 13 EAST

LAKE PROVIDENCE

BEN LOMOND DIKES

BALESHED LANDING DIKES

-S

N: 1203322.08 E: 2045748.87

N: 1202935.12 E: 2046670.97

N: 1202186.21 E: 2045272.20

N: 1201878.68 E: 2046227.63

N: 1198285.05 E: 2045403.38

N: 1198434.12 E: 2044411.61

N: 1194374.68 E: 2045130.64N: 1194409.06

E: 2044130.73

N: 1192131.53 E: 2044125.52

N: 1192129.03 E: 2045125.01

N: 1196365.58 E: 2044260.50

N: 1196296.05 E: 2045258.09

PROPOSED WORK

DIKE 2L

2D

3A

DIKE 3L

DIKE 1L

3B

3C

R-102

AY

A1 BEN LOMOND DIKE 2C - RM 487.0-L - RIGHT OF WAY

SCALE: 1"=1000' 0 2000'1000'

C-101.pdf

Sheets and Views

C-101

Solicitation_Ben Lomond 2C Baleshed 6_Plans.pdf

Solicitation_Ben Lomond 2C & Baleshed 6_Plans.pdf

Sheets and Views

G-001

C-102

C-301

C-302

C-303

C-304

C-502

R-101

R-102

C-501.pdf

Sheets and Views

C-501

KO CONTRACTING DIVISION, 4155 CLAY STREET

VICKSBURG, MS 39183-3435

UNITED STATES

FRETESHIA JOHNSON, EMAIL: FRETESHIA.L.JOHNSON@USACE.ARMY.MIL TELEPHONE: 601-631-5219 AdminBy:

SCD: PAS: