Am-0001.pdf
PDF 3 MB Posted
- Solicitation number
- W912P819B0016
About this file
Drawings
View the file
Other files
| File | Type | Posted |
|---|---|---|
| W912P819B0016_Abstract_(signed).pdf | ||
| Am-0005.pdf | ||
| Am-0004.pdf | ||
| Am-0003.pdf | ||
| Am-0002.pdf | ||
| Solicitation_W912P819B0016.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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 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 your 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.
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE
2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)
7. ADMINISTERED BY (If other than Item 6) CODE
STANDARD FORM 30 (REV. 10-83)
Prescribed by GSA FAR (48 CFR) 53.243
FACILITY CODE
9A. AMENDMENT OF SOLICITATION
NO.
9B. DATED (SEE ITEM 11)
10A. MODIFICATION OF CONTRACT/ORDER NO.
10B. DATED (SEE ITEM 13)
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.
12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. 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 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)
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.
15C. DATE SIGNED
15A. NAME AND TITLE OF SIGNER (Type or print)
16C. DATE SIGNED
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
PAGE OF PAGES
6. ISSUED BY CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)
CODE
15B. CONTRACTOR/OFFEROR
(Signature of person authorized to sign)
16B. UNITED STATES OF AMERICA
(Signature of Contracting Officer)
NSN 7540-01-152-8070
Previous edition unusable
W912P8
The above numbered solicitation for Port Fourchon Navigation Channel, East Jetty Extension and Repair, Lafourche Parish, Louisiana is amended as follows:
1. Include the attached drawings which was inadvertently left out of the solicitation.
2. The bid opening date and time will be established by an amendment.
USACE, CONTRACTING DIVISION
ATTN: CEMVN-CT-W, ROOM 172
7400 LEAKE AVENUE
NEW ORLEANS, LA 70118-3651
SEE ITEM 6
J
W912P8-19-B-0016
1 3
02/19/2019
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
A N
S I
D
E D
-0
S E
P
W P -1
-B
H -1
K
IM
T
E S
S
IT
O R
E K J
O
J A
S O
N A
B
IN
E T
K L T
/1
/2
L A
F O
U R
C H
E P
A R
IS
H L
A
E A
S T J
E T
T Y E
X T
E N
S
IO
N A
N D R
E P
A
IR
P O
R T F
O U
R C
H O
N N
A V
IG
A T
IO
N C
H A
N N
E L
S T
A
S T
A
S T
A
S T
A
P .I S
T A .0
P .I S
T A .8
S T
A R
T S
T A
N
EAST JETTY
WEST JETTY
CURVE NO. 1
X .2
Y .9
P .T S
T A .2
C H
A N
N E
L C /L
T
A
S T
A
S T
A
C-01
O V
E R
A L L P
L A
N
BASELINE (B/L)
80' MAX. BOTTOM WIDTH
1V :3
H1 V :3
H
C/L
JETTY
VARIESVARIES
20' MIN.
ALLOWABLE FLOATATION CHANNEL (AS NEEDED)
FLOATATION CHANNEL THEORETICAL SECTION
40' MIN. FROM JETTY B/L
WATER SURFACE EL. VARIES
BASELINE COORDINATES
STA.
0+00 3634676.205 212231.641
X Y
14+10.09
16+79.80
35+55.94
213614.971 3634949.615
213856.058 3635070.525
3635561.627 216078.584
NOTES:MAX DEPTH EL. -8.0' (NAVD88)
FOR FLOATATION CHANNEL EXCAVATION
EASTERN TOP EDGE OF CUT (T.E.C.)
C -0
.d g n
SEE NOTE 2.
CHANNEL MATERIAL,
FOR EXCAVATED FLOATATION
TEMPORARY STOCKPILE AREA
S T
A
N.T.S.
JETTY EXTENSION
AND PROPOSED EAST
EXISTING EAST JETTY
GULF OF MEXICO
WEST BELLE PASS CHANNEL C/L
PAST EXISTING VEGETATION LINE
NO ACCESS AND NO CONSTRUCTION LIMIT
S T
A
E N
D S
T A .9
400'0 200'
SCALE
:1
B/L
JETTY
VARIES
S T
A
JETTY EXTENSION LIMITS
ALLOWABLE FLOATATION CHANNEL
S T
A
T .E .C
M
IN
F
R O
M B /L
T .E .C
M
IN
F
R O
M B /L
M A
X B
O T
T O
M W
ID
T
H
L
IM
IT
C H
A N
N E
L
F L
O T
A T
IO
N
S T
A
JETTY REPAIR LIMITS
S T
A
AREA
STOCKPILE
COVE
5) SEE SHEET C-03 FOR THEORETICAL SECTIONS.
4) SEE SHEET C-02 FOR DETAILED PLAN AND PROFILE.
EXISTING VEGETATED AREAS.
ONTO THE ADJACENT BEACH, HOWEVER, MATERIAL SHALL NOT BE PLACED ON
3) MATERIAL PLACED WITHIN THE COVE STOCKPILE AREA MAY BE PLACED
GRADE OF THE EXISTING WATER BOTTOM.
STOCKPILE AREA SHALL BE BROUGHT TO MATCH THE SURROUNDING
WITHIN THE EXCAVATED FLOATATION CHANNEL. THE TEMPORARY
TEMPORARY STOCKPILE AREA SHALL BE REMOVED AND PLACED
2) PRIOR TO PROJECT COMPLETION, ALL MATERIAL PLACED IN THE
FLOATATION CHANNEL.
THE EASTERN TOP EDGE OF CUT (T.E.C) IS THE CONTROL FOR THE
1) FLOATATION CHANNEL LIMITS FROM B/L STA. 00+00 TO STA. 36+40.
NEW ORLEANS DISTRICT
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
A N
S I
D
E D
-0
K L T
K J
O
/5 /2
J A
S O
N A
B
IN
E T
K L T
L A
F O
U R
C H
E P
A R
IS
H L
A
E A
S T J
E T
T Y E
X T
E N
S
IO
N A
N D R
E P
A
IR
P O
R T F
O U
R C
H O
N N
A V
IG
A T
IO
N C
H A
N N
E L
A T C
H A F
A L A
Y A
R
IV
E R
A R K A N S A S
SHREVEPORT
MONROE
R
IV
E R
R
IV
E R
VICKSBURG
NATCHEZ
ALEXANDRIA
R E
D
R
IV
E R
LAKE CHARLES
BATON ROUGE
LAKE
PONTCHARTRAIN
LAKE
BORGNE
G U L
F
O F M E X I C O
M
IS
S
IS
S
IP
P I
CITY
MORGAN
O U
A C
H
IT
A
NEW
ORLEANS
N
L O U I S I A N A
T E X A S
M I S S I S S I P P I
LOCATION
PROJECT
4000' 0' 4000' 8000' 12000' 16000'
LOCATION MAP
VICINITY MAP
SCALE OF MILES
SCALE
40 0 40 80 120 160 200
PORT FOURCHON
GULF OF MEXICO
TIMBALIER BAY
LAFOURCHE PARISH, LA.
B E
L L E P
A S
S B
A Y
O U L
A F
O U
R C
H E
TO
GRAND
IS
LE
T O G
O L
D E
N M
E A
D O
W
R -0
.d g n2 J
U N
E
R-01
L O
C A
T
IO
N M
A P A
N D V
IC
IN
IT
Y M
A P
R
IG
H T S O
F E
N T
R Y
R O
E
R E
Q U
E S
T
PROJECT LOCATION
EAST JETTY
OLD HIGHWAY 1
File details come from the government source that posted it.