B.08.03 AMEND-0003 W912HY21B0013 20210811.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

SEE SECTION SF 30 BLOCK 14 CONTINUATION PAGE

1. CONTRACT ID CODE PAGE OF PAGES

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

16C. DATE SIGNED

BY

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 W912HY21B0013

X 9B. DATED (SEE ITEM 11)

20-Jul-2021

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 is extended, X 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.0003

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

11-Aug-2021

CODE

US ARMY CORPS OF ENGINEERS

GALVESTON DISTRICT

CONTRACTING DIVISION

2000 FORT POINT ROAD

GALVESTON TX 77550-1229

W912HY 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912HY21B0013

A0003-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W912HY21B0013, SABINE NECHES WATERWAY

MAINTENANCE DREDGING, SABINE NECHES WATERWAY, TEXAS, in JEFFERSON

COUNTY, TEXAS, and CAMERON PARISH, LOUISIANA, FOR WHICH BIDS ARE DUE ON

AUGUST 19, 2021 AT 2:00 P.M. CDT, are hereby amended as follows:

a) Drawings.

(1) DRAWINGS (8) - The enclosed Drawings No. G-002, C-106, C-323 through C-328, supersedes that issued with this Solicitation.

2. This amendment shall be attached to and become a part of the solicitation.

1 Encl:

1. 8 DRAWINGS NO. G-002, C-106, C-323 through C-328 of Engineers U.S. Army Corps

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W912HY21B0013

SOLICITATION NO.:

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BOTTOM LIMITS OF CHANNEL

... TO BE DREDGED

CHANNEL STATIONING & CENTERLINE

LOCATION OF CROSS SECTION

DREDGE PIPELINE ROUTE

EXISTING DIKE

WEIR SPILLWAY

DROP OUTLET STRUCTURE

TIDE STAFF

EXIST. DIKE TO REPAIR

EXIST. DIKE BY OTHERS

MOUND

COMBO

REDGREEN

DISCHARGE CORRIDOR

C .S

(SOME ELEMENTS SHOWN BELOW MAY NOT BE IN THIS PROJECT)

LOCATION OF PERMIT/PIPELINE CROSSING

NEW DIKE TO BE BUILT

TO BE USED

PLACEMENT AREA

OR OCEAN DREDGED MATERIAL DISPOSAL SITE (ODMDS)

PLACEMENT AREA (UNCONFINED PLACEMENT)

LIMITS OF OPEN WATER

HORIZONTAL CONTROL POINT

CHANNEL MARKER BEACON:

LIGHT BEACON

RANGE TOWER AND RANGE

SOIL BORING LOCATION CONE PENETROMETER (CPT) LOCATION

LIMITS OF RIPRAP

PLAN LEGEND

GENERAL NOTES

6. NO REFERENCE LINE WILL BE ESTABLISHED BY THE GOVERNMENT.

SPECIFICATIONS.

OBSTRUCTIONS IN THE WORK AREA, AS DESCRIBED IN THE

MOVED. SITE VISIT SHOULD BE MADE TO VERIFY ANY CURRENT

OF THE TIME OF THE WORK, AS THOSE OBSTRUCTIONS MAY HAVE BEEN

OBSTRUCTIONS VISIBLE IN THE IMAGES MAY NOT BE IN THAT LOCATION AS

PROGRAM (NAIP), DATED 2018, UNLESS OTHERWISE NOTED.

5. AERIAL IMAGERY SOURCED FROM THE NATIONAL AGRICULTURE IMAGERY

SLOPES.

4. ALL CHANNEL END SLOPES SHALL BE EQUAL TO ADJACENT CHANNEL SIDE

BE FURNISHED TO THE CONTRACTOR UPON REQUEST IN WRITING.

3. ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF AVAILABLE) WILL

PLANE, NAD83, TEXAS SOUTH-CENTRAL ZONE, U.S. SURVEY FEET.

2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS STATE

(MLLW).

1. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER DATUM

GROUND

EXISTING

C/L

OVERDEPTH (OD)

ALOWABLE

CHANNEL SECTION LEGEND

DREDGED

AREA TO BE

TEMPLATE

CHANNEL

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DEPTH (AUTH)

AUTHORIZED

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SOLICITATION NO. W912HY21B0013

AMENDMENT NO. 0003 TO

THIS DRAWING ACCOMPANIES

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SOLICITATION NO. W912HY21B0013

AMENDMENT NO. 0003 TO

NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

2. SURVEY DATE: NOV 2020 TO JAN 2021

3. ALL SIDE SLOPES ARE AS INDICATED, MANY ARE VIEWED AT A SKEWED ANGLE.

of Engineers U.S. Army Corps

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-42 R.D.

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-42 R.D.

-2' O.D.

SECTION

18B RIGHT

SECTION

18A LEFT

SECTION

18B RIGHT

SECTION

18A LEFT

250'250'

500'

510.65'

255.32'255.32'

623.76'

311.88'311.88'

682.59'

341.29'341.29'

766.04'

383.02'383.02'

905.62'

452.81'452.81'

EXISTING

GROUND

EXISTING

GROUND

279+58.80

301+89.26294+00

289+81.23 298+00

295+71.12

SOLICITATION NO. W912HY21B0013

3. ALL SIDE SLOPES ARE AS INDICATED, MANY ARE VIEWED AT A SKEWED ANGLE.

of Engineers U.S. Army Corps

G A

L V

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Drawing No.:

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CIVIL

C-324

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SOLICITATION NO.:

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IL

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C h ie f, E n g in e e ri n g B ra n c h

SN 0105-0219SWG FILE NO.

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-42 R.D.

-2' O.D.

-40' AUTH.

-42 R.D.

-2' O.D.

SECTION

18B RIGHT

SECTION

18A LEFT

SECTION

18B RIGHT

SECTION

18A LEFT

1066.44'

533.22'533.22'

1167.56'

583.78'583.78'

1286.9'

643.45'643.45'

EXISTING

GROUND

EXISTING

GROUND

310+00

307+84.28

305+81.92

SOLICITATION NO. W912HY21B0013

3. ALL SIDE SLOPES ARE AS INDICATED, MANY ARE VIEWED AT A SKEWED ANGLE.

of Engineers U.S. Army Corps

G A

L V

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A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

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Drawing No.:

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CIVIL

C-325

W912HY21B0013

SOLICITATION NO.:

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IL

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C h ie f, E n g in e e ri n g B ra n c h

SN 0105-0219SWG FILE NO.

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<-- GREEN - RED --->

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-42 R.D.

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-40' AUTH.

-42 R.D.

-2' O.D.

SECTION

18B RIGHT

SECTION

18A LEFT

SECTION

18B RIGHT

SECTION

18A LEFT

1620.15'

810.07'810.07'

1521.5'

760.75'760.75'

1395.97'

697.99'697.99'

EXISTING

GROUND

EXISTING

GROUND

316+00

314+34.45

312+00

SOLICITATION NO. W912HY21B0013

3. ALL SIDE SLOPES ARE AS INDICATED, MANY ARE VIEWED AT A SKEWED ANGLE.

of Engineers U.S. Army Corps

G A

L V

E S

T O

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A p p ro v a l R e c o m m e n d e d

S c a le

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Drawing No.:

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CIVIL

C-326

W912HY21B0013

SOLICITATION NO.:

W

IL

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C h ie f, E n g in e e ri n g B ra n c h

SN 0105-0219SWG FILE NO.

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0 100 200 300 382-100-200-300-400-500-600-700-800-900-1000-1100-1200-1300-1400-1477

<-- GREEN - RED --->

S T

A .3

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-40' AUTH.

-42 R.D.

-2' O.D.

-40' AUTH.

-42 R.D.

-2' O.D.

SECTION

18B RIGHT

SECTION

18A LEFT

SECTION

18B RIGHT

SECTION

18A LEFT

1519.15'

759.57'759.57'

1734.41'

867.2'867.2'

1699.98'

849.99'849.99'

EXISTING

GROUND

EXISTING

GROUND

319+00

317+68.77

317+11.36

BAYOU

TAYLORS

BAYOU

TAYLORS

SOLICITATION NO. W912HY21B0013

3. ALL SIDE SLOPES ARE AS INDICATED, MANY ARE VIEWED AT A SKEWED ANGLE.

of Engineers U.S. Army Corps

G A

L V

E S

T O

N T

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C O

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S c a le

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C-327

W912HY21B0013

SOLICITATION NO.:

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IL

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C h ie f, E n g in e e ri n g B ra n c h

SN 0105-0219SWG FILE NO.

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0 100 200 300 400-100-200-300-400-500-600-700-800-900-1000-1100

<-- GREEN - RED --->

S T

A .5

T

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-40' AUTH.

-42 R.D.

-2' O.D.

-40' AUTH.

-42 R.D.

-2' O.D.

SECTION

18B RIGHT

SECTION

18A LEFT

SECTION

18B RIGHT

SECTION

18A LEFT

1280.38'

640.19'640.19'

1184.37'

592.18'592.18'

584.99'584.99'

1169.98'

EXISTING

GROUND

EXISTING

GROUND

322+29.14

321+74.44

320+45.56

BAYOU

TAYLORS

SOLICITATION NO. W912HY21B0013

3. ALL SIDE SLOPES ARE AS INDICATED, MANY ARE VIEWED AT A SKEWED ANGLE.

of Engineers U.S. Army Corps

G A

L V

E S

T O

N T

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C O

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Drawing No.:

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CIVIL

C-328

W912HY21B0013

SOLICITATION NO.:

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C h ie f, E n g in e e ri n g B ra n c h

SN 0105-0219SWG FILE NO.

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IN

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H Y J

W H

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R e s id e n t E n g in e e r

A re a E n g in e e r

R A

L P

H E S

T E

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M P

M A

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B A

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E

C O

R D

A N

E N

D M

E

P N

D C

H A

N G

E

C O

R D

A N

E N

D M

E

-40' AUTH.

-42 R.D.

-2' O.D.

-40' AUTH.

-42 R.D.

-2' O.D.

SECTION

18B RIGHT

SECTION

18A LEFT

SECTION

18B RIGHT

SECTION

18A LEFT

532.98'532.98'

1065.96'

326+24.55 (BACK) PORT ARTHUR CANAL =

0+00 (FWD) SABINE-NECHES CANAL

562.52'562.52'

1125.03'

EXISTING

GROUND

EXISTING

GROUND

324+00

SOLICITATION NO. W912HY21B0013