SF_30.pdf
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- Solicitation number
- W912P8-16-B-0029
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| File | Type | Posted |
|---|---|---|
| W912P816B0029BIDABSTRACT.pdf | ||
| Amendment_0003.pdf | ||
| Amendment_0002.pdf | ||
| DwgsW912P8-16-B-0029.pdf | ||
| W912P8-16-B-0029.pdf |
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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 Calcasieu River and Pass, LA, Maintenance Dredging, Mile 5.0 to Mile 17.0 and Devil's Elbow, Calcasieu and Cameron Parishes, Louisiana is amended as follows:
Delete sheet identification nos. C-11 thru C-17 in their entirely and replace with the revise drawings sheet identification nos.
C-11 thru C-17.
The bid opening date time is changed from: Thursday, 07 July 2016 at 2:00 P.M. CST to Thursday, 07 July 2016 at 1:00 P.M.
CST
USACE, CONTRACTING DIVISION
ATTN: CEMVN-CT-W, ROOM 172/184
7400 LEAKE AVENUE
NEW ORLEANS, LA 70118-3651
SEE ITEM 6
W912P8-16-B-0029
1 9
06/13/2016
06/07/2016
DRAWINGS:
SHEET IDENTIFICATION Nos. C-11 thru C-17. Delete these drawing in their entirety and substitute the attached revised drawing SHEET IDENTIFICATION Nos. C-11 thru C-17 therefore.
NOTE: The revised drawings are identical to the original ones, simply plotted at a lighter line weight for clarification purposes.
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NOTES:
1. ALL ELEVATIONS ARE IN MEAN LOW GULF (MLG)
3. ALL STATION VALUES ARE FROM CHANNEL CENTERLINE
4. REQUIRED CHANNEL PRISM IS 400 FOOT BOTTOM WIDTH, 1:2.5 SIDE SLOPES TO AN
ELEVATIONS OF (-)42.0 FEET MLG.
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON NOVEMBER 2015 SURVEY DATA.
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MAIN CHANNEL CROSS-SECTIONS
MILE 5.0 TO MILE 15.0
ELEVATIONS OF (-)42.0 FEET MLG.
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON SEPTEMBER 2015 SURVEY DATA.
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WEST WEST EASTEAST
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
ELEVATIONS OF (-)42.0 FEET MLG.
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON SEPTEMBER 2015 SURVEY DATA.
1 1 L
IN
E W
T S
R E
P L
O T
T E
D C
R O
S S S
E C
T
IO
N S A
T T
H
IN
N
/1
R
W B
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
790+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
800+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
810+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
820+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
830+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
840+00
-10
-20
-30
-40
-50
-60
C R
O S
S S
E C
T
IO
N S
E D
-0
C -1
.d g n
M
IL
E .0 T
O M
IL
E
.0 M
IL
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.0 T
O M
IL
E
.0
E D -1
-0
C A
L C
A S
IE
U A
N D C
A M
E R
O N P
A R
IS
H E
S
L C
A S
IE
U R
IV
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A S
S L
A
M A
IN
T E
N A
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C-
M
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IL
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.0
B M
L
K J
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P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
A N
S I
D
K M J
IDENTIFICATION
SHEET
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
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D E
S
IG
N E
D B
Y
D E
S C
R
IP
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IO
N
D
2 3
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A
B
M A
R K
A P
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D A
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B M
IT
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D B
Y
P L
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C A
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P L
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D A
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M A
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D E
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N
C O
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D A
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A P
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E 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
R ic h a rd W
B ro u s s a rd
/1
/2
A N
D D
E V
IL
'S E
L B
O W
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
760+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
770+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N N
A V
D
0 100 200 300 400-100-200-300-400
780+00
-10
-20
-30
-40
-50
-60
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
MAIN CHANNEL CROSS-SECTIONS
MILE 5.0 TO MILE 15.0
MAIN CHANNEL CROSS-SECTIONS
MILE 15.0 TO MILE 17.0
WEST WEST EASTEAST
CHANNEL C/LCHANNEL C/L
CHANNEL C/L
L
IN
E W
T S
R E
P L
O T
T E
D C
R O
S S S
E C
T
IO
N S A
T T
H
IN
N
/1
R
W B
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
860+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
870+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
880+00
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 100 200 300 400-100-200-300-400
890+00
-10
-20
-30
-40
-50
-60
ELEVATIONS OF (-)42.0 FEET MLG.
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON SEPTEMBER 2015 SURVEY DATA.
C R
O S
S S
E C
T
IO
N S
E D
-0
C -1
.d g n
M
IL
E
.0 T
O M
IL
E
.0
E D -1
-0
C A
L C
A S
IE
U A
N D C
A M
E R
O N P
A R
IS
H E
S
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
C-
M
IL
E .0 T
O M
IL
E
.0
B M
L
K J
O W
P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
A N
S I
D
K M J
IDENTIFICATION
SHEET
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
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C A
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P L
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A T
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D A
T E
M A
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D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
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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
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
R ic h a rd W
B ro u s s a rd
/1
/2
A N
D D
E V
IL
'S E
L B
O W
WEST EAST
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
CHANNEL C/L
MILE 15.0 TO MILE 17.0
-10
-20
-30
-40
-50
0 100 200 300-100-200-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L G
-10
-20
-30
-40
-50
0 100 200 300-100-200-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L G
C/L
400 500 600 700 740
-10
-20
-30
-40
-50
0 100 200 300-100-200-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L G
C/L
-500 -400 340
-10
-20
-30
-40
-50
0 100 200 300-100-200-300
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
0 100 200 300-100-200-300
-10
-20
-30
-40
-50
E L E
V A
T
IO
N M
L G
E L E
V A
T
IO
N M
L G
C/L
-500 -400 340
NORTH
SOUTH
138+00
76+00
36+00
ELEVATIONS OF (-)42.0 FEET MLG.
C R
O S
S S
E C
T
IO
N S
D E
V
IL
'S E
L B
O W
CROSS SECTIONS - DEVIL'S ELBOW
2. EXISTING GROUND LINE ELEVATIONS ARE BASED ON NOVEMBER 2015 SURVEY DATA.
14+00 - FLARE REACH
16+00 - FLARE REACH
E D
-0
C -1
.d g n
E D -1
-0
L
IN
E W
T S
R E
P L
O T
T E
D C
R O
S S S
E C
T
IO
N S A
T T
H
IN
N
W
B /8 /1
C A
L C
A S
IE
U A
N D C
A M
E R
O N P
A R
IS
H E
S
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
C-
M
IL
E .0 T
O M
IL
E
.0
B M
L
K J
O W
P -1
-B -0
W P -1
-C -X
X X
X
H -1
-4
A P
R
A N
S I
D
K M J
IDENTIFICATION
SHEET
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
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
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
R ic h a rd W
B ro u s s a rd
/1
/2
A N
D D
E V
IL
'S E
L B
O W
C/L
C/L
| A22 - Drawings.pdf |
| ED 16-003_Amend0001_CRP Maint Dredging & Devils Elbow.pdf |
| Cover Sheet |
| Am_0001 |
| 16-B-0029_REVISED SECTION SHEETS_AMEND 0001.pdf |
| ED_16-003_C-11 |
| ED_16-003_C-12 |
| ED_16-003_C-13 |
| ED_16-003_C-14 |
| ED_16-003_C-15 |
| ED_16-003_C-16 |
| ED_16-003_C-17 |
File details come from the government source that posted it. Updated .