Amendment 0003 _ C-101.PDF
PDF 1 MB Posted
- Attached to
- Rye Harbor Maintenance Dregding Federal contract opportunity
- Solicitation number
- W912WJ20B0017
About this file
This solicitation is for maintenance dredging of the Rye Harbor Federal Navigation Project located in Rye, New Hampshire. The U.S. Army Corps of Engineers, New England District is seeking bids for dredging the harbor to maintain depths of 6 to 10 feet in the anchorage and channel areas. Small business set-aside, the bid submission deadline is 1:00 PM EST on June 30, 2020 with bid opening at 2:00 PM the same day. Bids must be submitted through the Contract Opportunities website. Interested parties should review the solicitation there for full details.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Abstract 20B0017.pdf | ||
| Amendment W912WJ20B0017-0004.pdf | ||
| Amendment 0003 _ G-002.PDF | ||
| Amendment W912WJ20B0017-0003.pdf | ||
| Amendment W912WJ20B0017-0002.pdf | ||
| Amendment W912WJ20B0017 0001 (Bid Opening 31JUL2020).pdf | ||
| Drawings.pdf | ||
| W912WJ20B0017 Rye Harbor Maintenance Dredging.pdf | ||
| Specs.pdf |
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Text version
F
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R
E
A
K
W
A
T
E
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N
O
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E
A
K
W
A
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8-FOOT STATE
ANCHORAGE
8-FOOT ANCHORAGE
6-FOOT ANCHORAGE
S
T
A
E
E
A
K
W
A
T
E
R
RYE HARBOR
STATE MARINA
B
O
A
M
P
RAGGED NECK
POINT
BREAKWATER
LIGHT (FL R-4)
R Y E
R Y E
H A R B O R
ATLANTIC OCEANR Y E
H
A
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B
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A
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C
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V
A
D
S
A
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A
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B
A
D
H
A
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B
A
D
COMMERCIAL FISH PIER
STATION FISH PIER (2020)
SEE GENERAL NOTE 5
GRANITE STATE
WHALE WATCH
O
C
E
U
L
E
V
A
A
O
C
E
U
L E
V
A
T
A
RAY HARBOR
STATE PARK
M
I
N
E
8-FOOT CHANNEL
10-FOOT CHANNEL
R Y E
H A R B O R
E4
C-301
E4
C-301
B2
C-301
B2
C-301
B5
C-301
B5
C-301
B8
C-301
B8
C-301
E2
C-301
E2
C-301
N 184500
N 184000
N 183500
E
E
E
E
E
N 184500
N 184000
N 183500
E7
C-301
E7
C-301
DERELICT MOORING
PLACEMENT AREA
(65' X 125')
FLOATING DOCKS AT 3 LOCATIONS
TO BE REMOVED BY THE HARBOR
MASTER; PIERS TO REMAIN IN
PLACE (SEE NOTE 3, THIS SHEET)
+0.2
+0.2
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2.8
3.1
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2.7
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1.3
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2.5
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2.6
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3.0
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1.4
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2.7
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3.5
6.6
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0.2
5.0
6.6
5.2
6.8
1.2
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4.5
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7.5
5.5
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5.4
7.2
6.5
5.4
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8.1
6.8
6.3
8.6
6.6
7.6
8.6
8.6
5.4
9.1
8.0
6.7
8.8
9.2
7.8
8.9
7.0
6.5
9.2
9.2
8.7
7.4
9.4
7.2
9.3
9.5
9.2
8.3
8.1
9.5
9.7
7.7
9.4
9.7
7.3
9.1
9.6
8.1
9.7
5.9
9.7
6.4
9.6
9.9
9.7
7.7
10.0
5.7
6.0
4.4
8.1
10.1
9.7
8.3
9.6
6.6
10.2
5.5
9.0
10.2
9.5
7.4
7.2
9.4
9.9
10.1
9.9
9.1
10.4
5.5
8.5
7.6
10.1
10.2
7.9
9.5
5.0
10.3
10.2
6.9
10.6
10.5
5.9
8.0
10.6
8.2
6.1
10.5
9.8
9.7
9.6
1.9
10.3
9.8
5.9
8.6
9.8
10.7
10.8
9.9
1.4
8.6
9.8
6.1
7.2
11.0
11.4
8.4
10.3
4.5
6.2
10.7
11.4
1.7
11.3
5.5
9.1
5.0
12.0
7.8
10.9
8.7
11.0
5.8
8.8
10.5
11.0
11.1
7.6
11.0
4.3
10.4
11.2
9.6
9.9
11.4
6.0
6.1
9.9
11.3
12.0
9.7
11.0
8.7
4.4
10.7
9.4
7.9
8.0
8.9
11.5
1.6
12.0
10.9
6.2
11.6
9.8
12.3
8.7
8.9
12.2
9.8
11.1
5.9
10.2
9.3
8.8
10.2
10.0
12.7
10.6
11.2
9.7
9.4
10.8
11.4
9.7
10.4
11.6
9.4
8.4
9.4
10.5
10.1
9.4
10.8
12.1
10.0
10.3
9.2
9.1
9.6
10.7
10.8
10.1
11.6
9.9
11.4
11.2
10.4
9.6
10.8
9.1
12.2
8.0
10.1
12.1
11.4
12.1
14.4
13.4
14.3
11.3
8.8
9.7
10.0
14.4
10.4
12.4
14.7
13.8
13.2
11.1
11.3
14.8
12.7
14.9
10.3
13.6
12.9
11.3
11.7
13.8
13.1
12.6
14.6
12.9
11.8
12.5
13.4
13.3
12.4
13.8
12.5
13.9
13.9
15.0
14.1
DREDGING LIMIT
ALONG SIDE SLOPE
DREDGING LIMIT
ALONG SIDE SLOPE
DREDGING LIMIT
ALONG SIDE SLOPE
6-FOOT
ANCHORAGE
8-FOOT CHANNEL
10-FOOT CHANNEL
8-FOOT ANCHORAGE
WITHIN DREDGING LIMITS
REMOVE APPROXIMATELY 12
WOOD PILES AS DEBRIS
(SEE NOTE 2, THIS SHEET)
DOCK AND PIERS TO REMAIN
IN PLACE; THIS DOCK ONLY
(SEE NOTE 3, THIS SHEET)
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
P
F
E
N G
I N
E E
R S
D R
A W
I N
G
C
O D
E
S C
A L E
C-101
S I T
E
P
L A
N
M
G
O D
F R
E Y
M
G
O D
F R
E Y
L
T
H I B
O D
E A
U
L
T
H I B
O D
E A
U
R Y
E
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
R Y
E
H
A R
B O
R
R Y
E
N
W
M
P S
H I R
E
N E
W
E
N G
L A
I S
T R
I C
T
V
I R
G I N
A
D
C O
N C
O R
D
M
A
J U
W W
J B
A N
S I
D
A1
SCALE: 1" = 100'
SITE PLAN
100' 200'0
N 183000 N 183000
E4
C-301
E7
C-301
E7
C-301
B2
C-301
NOTES:
1. SEE GENERAL NOTES ON SHEET G-002.
2. PILES ARE SHOWN SCHEMATICALLY FOR VISUAL PURPOSES ONLY.
3. THE CONTRACTOR SHALL BE REQUIRED TO WORK AROUND THE EXISTING
FLOATING DOCK PIERS AND THE DOCK AND PIERS TO REMAIN IN PLACE. THE
CONTRACTOR SHALL TAKE PRECAUTIONS WHEN DREDGING IN THESE AREAS AND
REFER TO SPECIFICATION SECTION 35 20 23 (MECHANICAL DREDGING),
SUBPARAGRAPH "PROTECTION TO EXISTING STRUCTURES".
S P
U
Z
N
E
A
R E
A
A
U
N D
A R
Y
F
R O
M
S
I T
E
P
L A
N
R E
M O
V E
D
C
A S
T
I R
W
T
N
E
A
F
E E
T
N
O
AutoCAD SHX Text
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