AM-0001 W912HV21B0008 - Dwgs.pdf
PDF 1 MB Posted
- Attached to
- Construct Latrine/Shower/Laundry, Logistic Support Area, Sagami General Depot, Japan Federal contract opportunity
- Solicitation number
- W912HV-21-B-0008
About this file
This document provides details of a federal contract solicitation for construction services. The U.S. Army Corps of Engineers, Japan District is seeking to award a firm-fixed-price construction contract by September 30, 2021 for work to construct a gravel hardstand and electrical, water, and sewer connections to accommodate containerized latrine, shower, and laundry units at the Logistic Support Area of Sagami General Depot in Japan. The project value is estimated between 50 to 100 million Japanese YEN. Only local Japanese sources registered with the Government of Japan and possessing necessary construction licenses and permits will be considered. Interested vendors must also be registered in the U.S. System for Award Management database. An organized site visit will be held on June 21, 2021, with interested bidders required to confirm attendance by June 15. Bids are due by the award date of September 30, 2021.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Abstract OF1419-W912HV21B0008-Latrine-Shower-Laundry LSA.pdf | ||
| AM-0001 W912HV21B0008 - Specifications.pdf | ||
| AM-0001-W912HV21B0008 - Rev Spec-Dwg LSA Latrine Shower Laundry-FINAL.pdf | ||
| W912HV21B0008 Pre-bid Site Visit Attendance Sheet 2021-6-21.pdf | ||
| G1529 for the pre-bid site investigation 2021_06_01 Revised.pdf | ||
| Assemble point 2021-6-16.pdf | ||
| LSA - Latrine-Shower-Laundry Area Specifications_20210607.pdf | ||
| Solicitation W912HV21B0008 - Construct Shower-Latrine-Laundry SGD.pdf | ||
| LSA - Latrine-Shower-Laundry Area Drawings 2021_06_04.pdf |
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Text version
(AM-0001)
給 75
CONCRETE
COLOR
(DRINK USE:BLUE)
DIAMETER
水 水
60x60
Ø25
WATER LINE
WATER LINE
CONCRETE TYPE (SODDED AREA) STEEL TYPE (PAVED OR SIDEWALK AREA)
STEEL TYPE
仕 切 弁
D
H
B A
C K
F I L L D
N
N
D
B A
C K
F I L L D
H
0.5
N
N
WATER METER(Ø50)
ASPHALT PAVEMENT
GENERAL
FUTURE CONNECTION
GL
710 x 510100 150 150 100
WATER METER BOX COVER (MB-2)
REMOTE TYPE
WATER METER
CAST-IN-PLACE PLAIN
CONC (18N/mm
NEW Ø50 DIP
PIPE PVC Ø50
GRAVEL BASE
(CRUSHER-RUN, RC-40)
BACKFILL
EXISTING SOIL
EXISTING SOIL
(SATISFACTORY SOIL)
DETECTABLE
WARNING TAPE
W-150
EXCAVATION
DEPTH
EXCAVATION
SLOPE (N)
VERTICAL
BACKFILL
EXISTING SOIL
DETECTABLE
WARNING TAPE
W-150
SAND
BACKFILL
SECOND SAW
CUT AND APPLY
TACK COAT
INITIAL SAW CUT
PRIME COAT
0.5
EXCAVATION
DEPTH
EXCAVATION
SLOPE (N)
VERTICAL
H<1m
1m˂̳ H<5m
H<1m
1m˂̳ H<5m
NOTE: SAND TOPPING SHALL BE NORMAL SAND
USUALLY USED IN READY MIX CONCRETE.
TOP SOIL (100mm THK)
COMPACTED SUBGRADE
SAND TOPPING
PROVIDE 2-EACH WOOD
STAKE FOR EACH PIECE OF
SOD AT SLOPES 1-VERTICAL
TO 2-HORIZONTAL
C-501
360 360
360 360
280 280 280 280
SOD (KOURAI-SHIBA)
SOD (KOURAI-SHIBA)
PLAN SECTION
MECH JOINT
TAPPING SLEEVE
(75X50)
CONC THRUST BLOCK
(18N/mm²)
EXISTING
WATER LINE,
75mm CIP
GRAVEL BASE
(CRUSHER-RUN, RC-40)
450x450
CONC COLLAR (18N/mm²)
GRAVEL BASE
(CRUSHER-RUN, RC-40)
CONC SUPPORT
(18N/mm²)
Ø50 DIP
CONC RING BASE
450x450 (18N/mm²)
GATE VALVE
NEW CI VALVE BOX
GRAVEL BASE
(CRUSHER-RUN, RC-40)
500x500
WORD, "WATER" ON CI
LOCKED TYPE COVER
300x300
AxB 5050
P I P
E
O D
C
A B C
PIPE
SIZE
GL
Ø75 170 300 400
NOT TO SCALE
NOT TO SCALE
GROUND MARKER DETAILS
NOT TO SCALE
GATE VALVE DETAIL
NOT TO SCALE
GATE VALVE BOX
COVER DETAIL
NOT TO SCALE
HOSE BIB DETAIL
NOT TO SCALE
WATER SUPPLY SYSTEMS DETAILS
NOT TO SCALE
TAPPING SLEEVE W/GATE
VALVE DETAIL
NOT TO SCALE
SODDING DETAIL
NOT TO SCALE
PAVEMENT STOPPER DETAIL
NOTE : OPEN COUNTER CLOCKWISE
DETAIL OF GATE VALVE BOX (OVERφ75)
CB
300×300
500×500
450×450
C
50A×B50 φ300 φ250 φ200 φ150 φ75 φ100
A
DIAMETER
DETAIL OF GATE VALVE BOX (BELOWφ65)
450×450
500x500
300x300
※道路部設置となる弁蓋はT-20対応 SIZES OF FOUNDATION
PLAIN CONCRETE
CRUSHED STONE BASE
VALVE BOX
PLAIN CONCRETE
CRUSHED STONE BASE
GATE VALVE
CRUSHED STONE BASE
PLAIN CONCRETE
PLAIN CONCRETE
CRUSHED STONE BASE
GATE VALVE
VALVE BOX
CRUSHED STONE BASE
NOT TO SCALE
V INVERT MANHOLE DETAIL
150mm M-30
150mm RC-40
300mm CEMENT OR
LIME SOIL IMPROVEMENT
TO CBR OF 3
50mm ASPHALT WEARING COURSE
PRIME COAT (PK-3)
SOIL
SOIL
EXIST AC PAVEMENT
SAWCUT TO A DEPTH EQUAL TO
THICKNESS OF EXIST AC PAVEMENT
PRIOR TO PLACING AC PAVEMENT, TACK
COAT VERTICAL FACE OF SAWCUT PRIOR
TO PLACING AC PAVEMENT
COMPACTED EXIST BASE COURSE
REFER TO
ASPHALT SECTION
SOIL
NOT TO SCALE
GRAVEL SURFACING
NOT TO SCALE
ASPHALT SECTION
NOT TO SCALE
ASPHALT TIE-IN ASPHALT PAVEING
150mm M-30
300mm CEMENT OR
LIME SOIL IMPROVEMENT
TO CBR OF 3
LEVELING MORTAR(1:3)
PLAIN CONC (18N/mm²)
GRAVEL BASE
(CRUSHER-RUN, RC-40)
120100
25050
GL
PRECAST PAVEMENT
STOPPER (TYPE-C)
NOT TO SCALE
ASPHALT SIDEWALK
PAVEMENT
STOPPER
GRANULAR ASPHALT CONCRETE (30mm)
PRIME COAT (PK-3)
BASE COURSE (RC-40: 100mm)
GL
TACK COATTACK COAT
W
NOTES: 1. HOSE BIB SHALL ACCOMMODATE STANDARD 20mm GARDEN HOSE.
2. PROVIDE US THREADED 3/4" ADAPTER.
NOTE: SEE DETAIL 7/C501 FOR MORE DETAIL.
VACUUM BREAKER
TYPE FAUCET
HOSE BIB COLUMN
CRUSHED
AGGREGATE
GL
NOTES: 1. INSTALL GROUND MARKERS WHERE WATER LINE DIRECTION CHANGES.
PROVIDE 200mm
CAST-IRON COVER
H(m) h1 h2
(mm) (mm)
S-1
S-2
Ø1000
Ø700 150
H h h
0.83
1.29 1
CAST IRON COVER AND RIM
(Ø600) DEODORIZED TYPE
SPECIAL SIDE WALL FOR Ø600
SLANT WALL
SIDE WALL
INVERT MORTAR (1:2)
PLAIN CONCRETE
FOUNDATION (RC-40)
PRE-CAST SEWER MANHOLE DETAIL
MANHOLE TABLE (Ø700)
400 500200
2 --
2-1
INLET
DEPTH
DESIGN TRAFFIC LOADSLANT WALL (mm) STRAIGHT WALL (mm)
T-14
T-14
S-3
S-4
9013001.21 1 111 T-14
17010000.83 1 -2- T-14-
S-5
S-6
8014001.32 1 2-1 T-14
10012001.10 1 -21 T-14
%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
C-501
D E
T A
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S O
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N
N
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S I G
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B
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S I Z
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B M
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D
B
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D A
T E
C O
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R A
C T
N
O
C H
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K E
D
B
Y
D R
A W
N
B
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I S
S U
E
D
A T
E
SHEET ID
B
C
D
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F
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2 3 4 5 6 7 8 9 10 11
C O
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T R
U C
T
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I S
T I C
S
S
U P
P O
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A
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A U
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L
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H O
W E
R
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A
S A
G A
M I
G
E N
E R
L
D
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J A
P A
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U S
A
R M
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C
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P S
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F
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N G
I N
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R S
J A
P A
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D
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T R
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A P
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US Army Corps of Engineers
E N
G I N
E E
R I N
G
D
I V
I S
I O
N
A
D
K O
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B U
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D R
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(AM-0001)
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