Drawings_Solicitation_W912EE23B0002.pdf
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- Solicitation number
- W912EE23B0002
About this file
This document provides details of a federal contract solicitation for articulated concrete mattress casting services. The U.S. Army Corps of Engineers, Vicksburg District, is seeking a contractor to provide articulated concrete mattress casting with an estimated value between $10-25 million. The work will be performed at the Mat Casting Field in Delta, Louisiana and involves furnishing plant, labor, materials, equipment, supplies, and transportation to cast, finish and cure concrete mattress squares. Interested parties must monitor the site for solicitation number W912EE23B0002, which was issued on December 2nd, 2022 as a sealed bid procurement under FAR 14. Bids are due by January 4th, 2023 at 2:00pm Central time and the contract will be firm fixed price. Potential offerors must be registered in SAM to receive an award. Drawings will be made available at a later date.
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A N
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
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DELTA, LA, MADISON PARISH, RM 438.0-R A.H.P.
Chief, Design Branch
COL, EN, District Engineer
APPROVAL RECOMMENDED BY:APPROVED BY:
Chief, Engineering & Construction Division
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ARTICULATED CONCRETE MATTRESS CASTING
FC/MR&T, CHANNEL IMPROVEMENT
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W912EE-23-B-0002
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VICINITY MAP
NO SCALE
OF WORK
LOCATION
32°20'
32°19'
32°20'
N
46.83
800 FT. MAIN (CHANNEL)
HORIZONTAL CLEARANCE:VICKSBURG GAGE ( ZERO = 46.2 NGVD)
116.3 FT. ABOVE ZERO OF
VERTICAL CLEARANCE:
MISSISSIPPI RIVER MILE 435.8
RR & U.S. 80 HWY
WEST
EAST
VICKSBURG GAGE ( ZERO = 46.2 NGVD)
116.2 FT. ABOVE ZERO OF
VERTICAL CLEARANCE:
WEST EAST
846 FT. MAIN (CHANNEL)
HORIZONTAL CLEARANCE:
MISSISSIPPI RIVER MILE 435.7
46.83 423 or 0.6 FT. on Vicksburg Gage
L.W.R.P. = 46.83 NGVD
162.4
CASTING FIELD
DELTA POINT
Vicksburg
D I
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DE SOTO ISLAND
1,035,000 1,035,000
1,025,000
1,025,000
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PBM 85 M BOLT
PBM 85 M CAP
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PBM 107/1 BOLT
PBM 107/1 CAP
PBM BL 1 BOLT
PBM BL 1 CAP
PBM 1
PBM 3
PBM ODP 1 BOLT
PBM ODP 1 CAP
VICKSBURG 2 CORS L1 PHASE CENT
VICKSBURG 1 CORS L1 PHASE CENT
20 V 19
20 V 18
20 V 17
20 V 16
PBM 107/4
PBM 3350 A CAP
PBM 3500 A BOLT
PBM 3500 A CAP USE
A 1811
MOUNDS SW BASE 1878
MOUNDS SE BASE
PBM 3400 A CAP
PBM 3400 A BOLT
Z 338
N 254
PBM BRIDGE BOLT
PBM BRIDGE CAP
G 236
20 V 15
H 225
CENTENNIAL
CUT OFF(1876)
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IP-0+00BM-BL-1
BM-ODP-1
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SCALE
32°19'
Delta, LA
LOUISIANA
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10 FORMS
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26 FORMS
26 FORMS
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28 FORMS
29 FORMS
52 FORMS
52 FORMS
47 FORMS
50 FORMS
49 FORMS
48 FORMS
47 FORMS
46 FORMS
45 FORMS
45 FORMS
44 FORMS
44 FORMS
43 FORMS
7 ROWS2 ROWS
23 FORMS
23 FORMS
23 FORMS
23 FORMS
24 FORMS
25 FORMS
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27 FORMS
28 FORMS
29 FORMS
A D
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37' LANE
21' LANE
30' LANE
22' LANE
23' LANE
21' LANE
23' LANE
22' LANE
22' LANE
22' LANE
30' LANE
21' LANE
30' LANE
A D
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FOR
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LOADI
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51 FORMS
51 FORMS
1 ROW
10 ROWS
11 ROWS
11 ROWS
12 ROWS
10 ROWS
13 ROWS
11 ROWS
11 ROWS
12 ROWS
11 ROWS
11 ROWS
11 ROWS
11 ROWS
50 FORMS
5 ROWS
6 ROWS
1 ROW
2 ROWS
48 FORMS
51 FORMS
12 ROWS
10 ROWS
13 ROWS
12 ROWS
10 ROWS
19 FORMS
28 FORMS
30 FORMS
29 FORMS
18 FORMS
17 FORMS 2 ROWS
12 ROWS
11 ROWS
11 ROWS
11 ROWS
11 ROWS
11 ROWS
13 ROWS
10 ROWS
12 ROWS
11 ROWS
11 ROWS
10 ROWS
15 ROWS
11 ROWS
11 ROWS
11 ROWS
11 ROWS
11 ROWS
11 ROWS
11 ROWS
11 ROWS
CAPACITY OF FIELD - 204,800 SQS.
DATE OF PHOTO - 14 NOV. 92
AND
STORAGE AREA
NOTES:
0100 100 200 300 400 500 600 700 800 900 1000
SCALE IN FEET
MISSISSIPPI RIVER
POINT
DELTA
DIKE 3
DELTA POINT REVETMENT
CONTRACTOR'S WORK
N
DELTA, LA.
R/W LIMITS
R/W LIMITS
R
M I
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DELTA POINT DIKE 3A DELTA
POINT
DIKE 4
FLOW
FLOW
FORMS AVAILABLE - 1,300 ONE PIECE
THE ABOVE DRAWING.
2. THE TYPICAL ROW LAYOUT PATTERN FOR EACH AREA SHALL BE AS SHOWN ON
MATTRESS WITH RELATION TO CASTING OPERATIONS UNDER THIS CONTRACT.
ENCOURAGED TO VISIT THE FIELD TO OBSERVE THE LAYOUT OF EXISTING
SQUARES REMOVED DURING THE PREVIOUS SINKING SEASON. BIDDERS ARE
THIS CONTRACT. THIS NUMBER MAY BE LESS DEPENDING ON THE NUMBER OF
MATTRESS WILL BE ON THE FIELD WHEN CASTING OPERATIONS COMMENCE UNDER
1. APPROXIMATELY 110,881 SQUARES OF EXISTING ARTICULATED CONCRETE
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0100 100 200 300 400 500 600 700 800 900 1000
SCALE IN FEET
OUTFALL #4
CONCRETE FLUME
OUTFALL #8
OUTFALL #10
OUTFALL #12
DELTA
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NMISSISSIPPI RIVER
DELTA POINT REVETMENT
DELTA, LA.
DELTA
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DELTA POINT DIKE 3A
STORAGE AREA
WIRE MESHOUTFALL #3
NO WORK AREA
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MATTRESS
LOADI
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STORAGE AREA
WIRE MESH
OUTFALL #5
OUTFALL #6
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OUTFALL #9
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| ACM23_G-001 |
| ACM23_G-002 |
| ACM23_C-101 |
| ACM23_C-501 |
| ACM23_C-502 |
| ACM23_X-501 |
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