W9128F22R0068 FP PH1 Bridge Crane Rail Replacement Drawings.pdf
PDF 37 MB Posted
- Solicitation number
- W9128F22R0068
About this file
This notice announces a solicitation for bridge crane rail replacement services at Fort Peck Power House 1 in Montana. The U.S. Army Corps of Engineers, Omaha District is seeking to replace the powerhouse bridge crane rails and conduct related incidental work. Offerors must be able to commence work upon contract award and complete all work within 547 calendar days of receiving a notice to proceed. The project is estimated to cost between $500,000 and $1,000,000. The primary NAICS code for this opportunity is 238120 for structural steel and precast concrete contractors with a small business size standard of $16.5 million. A non-mandatory site visit will be held on August 2nd and offers are due by August 19th at 2:00pm Central Time. Additional details can be found in solicitation number W9128F22R0068 which is available through the System for Award Management website.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A P
R
IL
JAMES D. CALNON, P.E.
CHIEF, MECHANICAL/STRUCTURAL BRANCH
JORDAN S. FINK, P.E.
DIRECTOR, HYDROELECTRIC DESIGN CENTER
DATEDATE
SUBMITTED BY: APPROVED BY:
DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT
THIS PROJECT WAS DESIGNED BY THE HYDROELECTRIC DESIGN CENTER OF THE U.S. ARMY CORPS OF ENGINEERS.
G-001
SOLICITATION NO.: W9128F22R0068
CONTRACT NO.:
ISSUE DATE:
BRIDGE CRANE RAIL REPLACEMENT
POWERHOUSE 1
MISSOURI RIVER
FORT PECK DAM
OMAHA DISTRICT
of Engineers
US Army Corps
FORT PECK DAM AREA
D1
VICINTIY MAP
SCALE: NTS
NORTH
PLAN
D7
LOCATION MAP
SCALE: NTS
NORTH
PLAN
G13
SITE PHOTO
SCALE: NTS
LOCATION
FORT PECK POWERHOUSE 1
A N
S I
D
B R
ID
G
E C
R A
N E
R A
IL
R
E P
L A
C E
M E
N T
P O
W E
R H
O U
S E
M
IS
S O
U R
I R
IV
E
R
F O
R T
P E
C K
D A
M
W F
R
O M
A H
A N
E B
R A
S K
A
C
A P
IT
A
L A
V E
O M
A H
A D
IS
T
R
IC
T
P O
R T
L A
N D
O
R E
G O
N
H Y
D R
O E
L E
C T
R
IC
D E
S
IG
N C
E N
T E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
S
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
J O
R D
A N
S F
IN
K
P
.E
V
IC
IN
IT
Y M
A P
S
P R
O
JE
C T
L O
C A
T
IO
N A
N D
G-001
J
R O
S E
N T
H A
L
B S
T O
L T
F P
F
P P
.0
R
G -0
X X
X .d g n
K
IM
N
S
ID
G
E C
R A
N E
R A
IL
R
E P
L A
C E
M E
N T
P O
W E
R H
O U
S E
M
IS
S O
U R
I R
IV
E
R
F O
R T
P E
C K
D A
M
W F
R
A H
A
N E
B R
A S
K A
C
A P
IT
A
L A
V E
O M
A H
A D
IS
T
R
IC
T
P O
R T
L A
N D
O
R E
G O
N
H Y
D R
O E
L E
C T
R
IC
D E
S
IG
N C
E N
T E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
J O
R D
A N
S F
IN
K
P
IN
E X
O F
D R
A W
IN
G
S
G-002
J
R O
S E
N T
H A
L
B S
T O
F
P P
.0
R
G -0
X X
X .d
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A P
R
IL
INDEX TO DRAWINGS
CONTRACTED DRAWINGS
FILE NUMBER
NO.
SHEET
TITLE FILE NUMBER TITLE
RESOURCE DRAWINGS
REQ'D
AS-BUILT
INDEX TO REFERENCE DRAWINGS
STRUCTURAL REMOVAL
STRUCTURAL INSTALL
GENERAL POWERHOUSE DRAWINGS
ST. JOSEPH STRUCTURE STEEL CO DRAWINGS
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A P
R
IL
S
ID
G
E C
R A
N E
R A
IL
R
E P
L A
C E
M E
N T
P O
W E
R H
O U
S E
M
IS
S O
U R
I R
IV
E
R
F O
S T
E R
D A
M A
N D
R E
S E
R V
O
IR
W F
R
A H
A
N E
B R
A S
K A
C
A P
IT
A
L A
V E
O M
A H
A D
IS
T
R
IC
T
P O
R T
L A
N D
O
R E
G O
N
H Y
D R
O E
L E
C T
R
IC
D E
S
IG
N C
E N
T E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
J O
R D
A N
S F
IN
K
P
ID
G
E C
R A
N E
R A
IL
P
H O
T O
G R
A P
H S
G-901
J
R O
S E
N T
H A
L
B S
T O
F
P P
.0
R
G -9
X X
X .d
H1
PHOTO 1
SCALE: NTS
H7
PHOTO 2
SCALE: NTS
H12
PHOTO 3
SCALE: NTS
A6
PHOTO 4
SCALE: NTS
EXISTING RAIL STOPS
SALVAGE AND REUSE
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A P
R
IL
W N
UP
U P
UP
D O
W N
GENERATOR FLOOR
ERECTION BAY
BALCONY
C E
N T
E R
L
IN
E T
O C
E N
T E
R L
IN
E
O F
C R
A N
E R
A
IL
S
CRANE RAIL
CL UNITS AND REFERENCE LINE
CL GENERATOR ROOM
CABINET
GOV ACT 2
REMOVABLE SLAB
CABINET
GOV ACT 3
REMOVABLE SLAB
CONTRACTOR STAGING AREA
ON EL 2096
CRANE ACCESS DOOR
179-4 OUT TO OUT OF RAILS
A N
S
ID
G
E C
R A
N E
R A
IL
R
E P
L A
C E
M E
N T
P O
W E
R H
O U
S E
M
IS
S O
U R
I R
IV
E
R
F O
R T
P E
C K
D A
M
W F
R
A H
A
N E
B R
A S
K A
C
A P
IT
A
L A
V E
O M
A H
A D
IS
T
R
IC
T
P O
R T
L A
N D
O
R E
G O
N
H Y
D R
O E
L E
C T
R
IC
D E
S
IG
N C
E N
T E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
J O
R D
A N
S F
IN
K
P
.E
R E
M O
V
ID
G
E C
R A
N E
R A
IL
P L
A N
SD101
J
R O
S E
N T
H A
L
B .S
T O
F
P P
.0
R
S D
X
X X
.d
.K
E2
PLAN: POWERHOUSE
SCALE: 1/8" = 1'-0"
SYSTEM PER SPECIFICATION 41 22 14.33 26.
6. SALVAGE EXISTING RAIL STOPS. REPLACE TRACK BOLTS, AND REUSE WITH NEW RAIL
5. REPLACE CRANE RAIL SYSTEM PER SPECIFICATION SECTION 41 22 14.33 26.
PROJECT CREW.
4. DO NOT BLOCK MAIN POWERHOUSE DOOR WITHOUT PRIOR COORDINATION WITH
THE POWERHOUSE. COORDINATE WITH THE GOVERNMENT FOR ACCESS.
3. ADDITIONAL STAGING AND STORAGE IS AVAILABLE IN THE PARKING LOT SOUTH OF
2. FOR ENTIRE ERECTION BAY FLOOR, PROVIDE PROTECTION MADE FROM PLYWOOD.
1. BOLD/ GREEN INDICATES ITEMS TO BE REMOVED.
GENERAL NOTES
NORTH
PLAN
F L
W
RAIL SYSTEM
(NOT IN CONTRACT)
CONDUCTOR SYSTEM
CRANE RAIL RUNWAY
CRANE RAIL
CRANE RAIL STOPS (TYP)
(NOT IN CONTRACT)
BRIDGE CRANE
NEW 165 TON CAPACITY
COLLECTORS ON CRANE
RUNWAY CONDUCTOR
RAIL SUPPORT
EXISTING CRANE
CONDUCTOR SYSTEM
CRANE RUNWAY
ANCHORAGE, SEE NOTE 2
CONDUCTOR SYSTEM
1'-5"
EL 2093.5'
CLIP
175 LB RAIL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A P
R
IL
S
ID
G
E C
R A
N E
R A
IL
R
E P
L A
C E
M E
N T
P O
W E
R H
O U
S E
M
IS
S O
U R
I R
IV
E
R
F O
R T
P E
C K
D A
M
W F
R
A H
A
N E
B R
A S
K A
C
A P
IT
A
L A
V E
O M
A H
A D
IS
T
R
IC
T
P O
R T
L A
N D
O
R E
G O
N
H Y
D R
O E
L E
C T
R
IC
D E
S
IG
N C
E N
T E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
J O
R D
A N
S F
IN
K
P
.E
R E
M O
V
C
A N
E R
A
IL
D E
T A
IL
SD501
J .R
O S
E N
T H
A L
B .S
T O
F
P P
.0
R
S D
X
X X
.d
C3
BRIDGE CRANE DETAIL
1 1/2"=1'-0"SCALE:
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A P
R
IL
W N
UP
U P
UP
D O
W N
GENERATOR FLOOR
ERECTION BAY
BALCONY
C E
N T
E R
L
IN
E T
O C
E N
T E
R L
IN
E
O F
C R
A N
E R
A
IL
S
CRANE RAIL
CL UNITS AND REFERENCE LINE
CL GENERATOR ROOM
CABINET
GOV ACT 2
REMOVABLE SLAB
CABINET
GOV ACT 3
REMOVABLE SLAB
CONTRACTOR STAGING AREA
ON EL 2096
CRANE ACCESS DOOR
179-4 OUT TO OUT OF RAILS
A N
S
ID
G
E C
R A
N E
R A
IL
R
E P
L A
C E
M E
N T
P O
W E
R H
O U
S E
M
IS
S O
U R
I R
IV
E
R
F O
R T
P E
C K
D A
M
W F
R
A H
A
N E
B R
A S
K A
C
A P
IT
A
L A
V E
O M
A H
A D
IS
T
R
IC
T
P O
R T
L A
N D
O
R E
G O
N
H Y
D R
O E
L E
C T
R
IC
D E
S
IG
N C
E N
T E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
J O
R D
A N
S F
IN
K
P
.E
IN
S
T A
ID
G
E C
R A
N E
R A
IL
P L
A N
S-101
J
R O
S E
N T
H A
L
B S
T O
F
P P
.0
R
S
-1 X
X X
.d
E2
PLAN: POWERHOUSE
SCALE: 1/8" = 1'-0"
EXPANSION JOINTS (NOT SHOWN).
7. PROVIDE EXPANSION JOINTS IN RAIL SECTIONS TO COINCIDE WITH MONOLITH
SYSTEM PER SPECIFICATION 41 22 14.33 26.
6. SALVAGE EXISTING RAIL STOPS. REPLACE TRACK BOLTS, AND REUSE WITH NEW RAIL
5. REPLACE CRANE RAIL SYSTEM PER SPECIFICATION SECTION 41 22 14.33 26.
PROJECT CREW.
4. DO NOT BLOCK MAIN POWERHOUSE DOOR WITHOUT PRIOR COORDINATION WITH
THE POWERHOUSE. COORDINATE WITH THE GOVERNMENT FOR ACCESS.
3. ADDITIONAL STAGING AND STORAGE IS AVAILABLE IN THE PARKING LOT SOUTH OF
2. FOR ENTIRE ERECTION BAY FLOOR, PROVIDE PROTECTION MADE FROM PLYWOOD.
1. BOLD/ RED INDICATE ITEMS TO E INSTALLED.
GENERAL NOTES
F L
W
R T
H P L A
N
NEW RAIL SYSTEM
(NOT IN CONTRACT)
CONDUCTOR SYSTEM
CRANE RAIL RUNWAY
NEW CRANE RAIL
CRANE RAIL STOPS (TYP)
(NOT IN CONTRACT)
BRIDGE CRANE
165 TON CAPACITY
COLLECTORS ON CRANE
RUNWAY CONDUCTOR
RAIL SUPPORT
EXISTING CRANE
CONDUCTOR SYSTEM
CRANE RUNWAY
ANCHORAGE, SEE NOTE 2
CONDUCTOR SYSTEM
1'-5"
EL 2093.5'
CLIP
175 LB RAIL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A P
R
IL
S
ID
G
E C
R A
N E
R A
IL
R
E P
L A
C E
M E
N T
P O
W E
R H
O U
S E
M
IS
S O
U R
I R
IV
E
R
F O
S T
E R
D A
M A
N D
R E
S E
R V
O
IR
W F
R
A H
A
N E
B R
A S
K A
C
A P
IT
A
L A
V E
O M
A H
A D
IS
T
R
IC
T
P O
R T
L A
N D
O
R E
G O
N
H Y
D R
O E
L E
C T
R
IC
D E
S
IG
N C
E N
T E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
J O
R D
A N
S F
IN
K
P
.E
IN
S
T A
C
A N
E R
A
IL
D E
T A
IL
S-501
J
R O
S E
N T
H A
L
B S
T O
F
P P
.0
R
S
-5 X
X X
.d
C3
BRIDGE CRANE RAIL DETAIL
1 1/2"=1'-0"SCALE:
NOTES:
STOP ASSEMBLIES.
3. SEE REFERENCE DRAWINGS FOR DETAILS ON RAIL CLIPS, JOINTS AND CRANE
2. PLASTER CORNICE NOT SHOWN, SEE REFERENCE DRAWINGS FOR DETAILS.
1. REPLACE RAILS AND ALL RAIL HARDWARE PER SPECIFICATION 41 22 14.33 26.
| FP69_FPP1.001R_G-001XXX |
| FP69_FPP1.001R_G-002XXX |
| FP69_FPP1.001R_G-901XXX |
| FP69_FPP1.001R_SD101XXX |
| FP69_FPP1.001R_SD501XXX |
| FP69_FPP1.001R_S-101XXX |
| FP69_FPP1.001R_S-501XXX |
| 2022-07-07T13:04:15-0700 | |
| DEMEAUX.SHARON.E.1231649014 |
| 2022-07-07T13:42:19-0700 | |
| FINK.JORDAN.S.1391890664 |
File details come from the government source that posted it. Updated .