L-104.pdf
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- Solicitation number
- W912DS24B0014
About this file
This document appears to be the Government File related to a federal contract opportunity. The key details are:
The U.S. Army Corps of Engineers, New York District intends to issue an Invitation for Bids (IFB) solicitation for a firm-fixed-price contract for the construction of Phase II, Contract 4B components of the Port Monmouth Hurricane and Storm Damage Reduction Project in Middletown Township, New Jersey. The project scope includes 1,521 LF Floodwall, 1,040 LF Levee, 3,100 CY Contaminated non-hazardous material, 15,510 CY Haul and Dispose of excess/unsatisfactory material, 2,405 CY Borrow Material, 2 Road Closure gates, and 119,300 LF Steel H-Piles. This will be a Small Business Set-Aside contract with an anticipated IFB issuance on or about 10 May 2024 and bids due approximately 30 days later. The base period of performance is 1,300 calendar days from the Notice to Proceed. The estimated contract value is between $50 million and $75 million, under NAICS code 237990 with a $45 million size standard. Bids will be submitted to the U.S. Army Corps of Engineers in New York.
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Text version
N
M A T
C H
L
IN
E
S
H E E T
C
E 605000
E 604800
E 604600
N
N
E 604400
18"� RCP
195 LF
OUTLET
RIP-RAP
'C 2-3'
STRUCTURE
DRAINAGE
STA 28+05
'C 2-4'
STRUCTURE
DRAINAGE
STA 24+60
OUTLET
RIP-RAP
TOP OF SLOPE
PROPOSED SWALE
TOE OF SLOPE
PROPOSED SWALE
PERMANENT EASEMENT
PERMANENT EASEMENT
CONTRACTOR'S WORK LIMITS
STAGING AREA 4B-2
CONTRACTOR'S WORK LIMITS ONE-TO-ONE REPLACEMENT
REFENCE SPECIFICATION SECTION ON
TREE SURVEY REQUIRED IN THIS AREA,
L -1
.d g n
L-104
A N
S I D
N S
N S
N S
N .T
.S
K W
60'
SCALE:1"= 30'
0 30'
STA 23+60 TO STA 31+30
S T
A
T O
S T
A
(SEE NOTE 5)
SEWER TO BE REPLACED
EXIST. 8" SANITARY
M A
T C
H
L
IN
S H
E
T
C
SHEET C-518. DEER FENCING AND GOOSE FENCING TO BE PROVIDED FOR ALL PLANTINGS.
5. HERBIVORY FENCING SHALL BE PLACED OVER THE SHRUB AND HIGH MARSH PLANTINGS. REFER TO
4. REFER TO SECTION 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS.
DISTURBANCES, OR IN THEIR PROPER SEQUENCE, UNTIL PERMANENT PROTECTION IS ESTABLISHED.
FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY" PRIOR TO ANY MAJOR CONSTRUCTION
3. ALL SOIL AND EROSION CONTROL DEVICES SHALL BE IN PLACE IN ACCORDANCE WITH THE "STANDARDS
2. REFER TO SHEETS C-101 THROUGH C-107 FOR THE SITE PLANS.
1. REFER TO SHEETS C-501 THROUGH C-503 FOR EROSION AND SEDIMENT CONTROL DEVICE DETAILS.
NOTES
PLANTING LEGEND
TURF GRASS
NATIVE GRASS
L A
N D
S C
A P
IN
G
P L A
N
A
B
A B
A M
A
D D
E D
N O
T E
A M
A D
D E
D N
O T
E
-A U
G
-A
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EL. 13.0 (TYP)
TOP OF WALL
N
OF 131SHEET
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
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R
IP
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IO
N
D
2 3
C
4 5
A
B
M A
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P R
D A
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IZ
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IT
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E
D A
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M A
R K
D E
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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
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New York District
P O
R T
M O
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T H
N
J P
H A
S E
I I, C
O N
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IT
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N
+0
1+
' 6
'4
1.3
.2
1.1
W
W
W
W
W
G
.0
S
S
R .2
G=4.45
R=4.61
R=6.29
R .9
G=4.58
G=6.07
G=5.26
VISIBLE
NO PIPE
-1
I= .4
I=3.4
I= .4
I=2.45
8" S
S
8" S
I=-5.02
I=-1.34
I= -4.05
I=-4.05
I=-1.37
I=-3.98
I=2.58
I= .4
I=3.37I=3.07 I=2.39
I= .19
I=2.79
PIPE END
COULD NOT LOCATE
PIPE END
COULD NOT LOCATE
OUTFALL
I=2.79
I=2.04
I=1.99
D
15" D 18" D18" D
D
2" G 2" G
2" G 6" W
6" W 6" W 6" W
6" W
18" D
18" D
12" D
" D
8" S
S
.5
.6
CB
CB
.3
4.9
CB
CB
D
IR
T
.5
.5
.4
.1
5.7
CB
6.6
.1
File details come from the government source that posted it. Updated .