Attachment A - Details Drawings.pdf
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- Solicitation number
- W9127N22Q0172
About this file
This combined synopsis and solicitation requests quotes for load cell calibration services on two bridge cranes at the John Day Lock and Dam. The U.S. Army Corps of Engineers, Portland District is seeking to calibrate the load cells on the main hoists of the North and South bridge cranes located at the facility in Rufus, Oregon. The solicitation is set aside for small businesses with less than 1,250 employees under NAICS code 333923. Quotes are due by 120 days after award for no load and load testing of the bridge cranes' load cells. The firm fixed price quote shall include delivery FOB destination. The solicitation incorporates provisions and clauses from FAC 2022-07 and requires offerors to submit representations and certifications. Proposals are limited to 10 pages.
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Text version
6 3/4"
1"
3 3/8"
5/8"
.40
1/16" 45° X
(TYP.)
1/2"
(TYP.)
R3/32"
(TYP.)2" 2"
1 1/8"
1/2" 1/4"
CABLE GLAND
ELEVATION VIEW
93950-M-515
TYP
4.2395 4.2390
1/4 NPT
1/4" 3 1/2"
1 1/8"
END VIEW
3 1/2"3/4"
5"
1"
(TYP.)
2"
2X 9/16" THRU ALL
ELEVATION VIEW
93950-M-516
3/8"
END VIEW
3/4"
(EXISTING PLATE)
3/4"
(EXISTING PLATE)
3 1/8"
(EXISTING SHEAVE
HUB WIDTH)
1/16" 1/16"
1 3/4"
(END OF PIN TO INSIDE
SURFACE OF PLATE)
1 3/4"
(END OF PIN TO INSIDE
SURFACE OF PLATE)
3.281 3.266
(PLATE SPACING)
4.269 4.267
(PLATE BORE, TYP.)
AS CONSTRUCTED
SECTION VIEW
CENTER OF GROOVES LINES
UP WITH INSIDE SURFACE OF
STRUCTURAL PLATES
K&N NOTES:
1.) THE B.O.M. REFLECTS THE QUANTITIES FOR
ONE ASSEMBLY. THERE ARE 4 ASSEMBLIES REQUIRED.
IMES NOTES:
1) RATED CAPACITY 25 TONNE
(MAIN HOIST 187.5 T [US], 16 PART OF LINE, 2 LINES ON LOAD PIN SHEAVE)
2) MATERIAL 17-4 PH COND H1150
3) PROTECTION TO IP67
4) INTERNALLY GAUGED AND FILLED WITH DIELECTRIC GEL OR SIMILAR
5) OVERLOAD CAPACITIES AS PERCENTAGE OF RATED LOAD
OPERATIONAL OVERLOAD 150%
ULTIMATE OVERLOAD 500%
6) LOAD PIN SERIAL No., CAPACITY & LOAD DIRECTION ARROW
STAMPED ON CABLE GLAND END FACE
7) ENDS SEALED WITH PLUGS & SEALANT
8) ESTIMATED OUTPUT 1.0 mV/V
9) FITTED WITH CABLE GLAND & 15FT OF 4 CORE CABLE
10) WEIGHT 19LBS APPROX
11) DIMENSIONS TAKEN FROM CLIENT DRAWING 93950-104 REV 1
3 AS CONSTRUCTED JTN 5/10/2011
2 REVISED PER IMES' APPROVED DRAWINGS MCH 2/19/2010
1 REVISED PER FIELD VERIFIED DIMENSIONS MCH 2/16/2010
NUMBER DESCRIPTION BY DATE
REVISIONS
ITEM NO. PART NUMBER MATERIAL WEIGHT DESCRIPTION QTY
1 93950-M-515 17-4 PH COND
H1150 24.47 4 1/4" O.D. SHAFT X 6 3/4" 1
2 93950-M-516 ASTM A36 1.00 3/8" X 2" FB X 5" 1
3 93950-M-517 N/A 1/4" ZERK FITTING 1
4 Narrow FW 0.5 BLK 1/2" NARROW FLAT WASHER 2
5 Regular LW 0.5 BLK 1/2" LOCK WASHER 2
6 HBOLT 0.5000-
13x1.25x1.25-N BLK 1/2-13 UNC HEX BOLT X 1 1/4" 2
.XXX = ±
NOMINAL TOLERANCE
.010
US ARMY CORPS OF ENGINEERS
PORTLAND, OR
FRACTIONAL = ±
.XX = ±
UNLESS SPECIFIED
JOHN DAY BRIDGE CRANES REHABILITATION
.03
1/16"
PORTLAND DISTRICT
C U
T
LI
N E
F O
R
4" W
ID
E
P A
P E
R
JOHN DAY BRIDGE CRANES REHABILITATION
CONTRACT # W9127N-10-C-0002
JOHN DAY DAM
Sheet:
LWO
Drawn By:
MCH
5/10/2011 3 Date:
Checked By:
M.H. LOAD CELL PIN DETAILS
Drawing No.
93950
Scale:
1:1
Job No.: Revision:
IN ALLIANCE WITH
CORPORATION
CUSTOM CRANES & HOISTS
INDUSTRIAL CONTRACTORS TM
93950-1041
| John Day BC M.H. Load Blocks Bearing Details |
| John Day BC M.H. Load Cell Pin Details |
| John Day BC M.H. Upper Block Bearing Details |
File details come from the government source that posted it. Updated .