item description rev4.pdf
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- Attached to
- M22-051 Steel Studs Federal contract opportunity
- Solicitation number
- FA8126-22-Q-0066
About this file
This item description document outlines the specifications for various steel construction items required by the Department of the Air Force Materiel Command Air Force Sustainment Center under solicitation number FA8126-22-Q-0066. Required products include roof joists, sheet metal, plate steel, decking, angle, beams, studs, tracks, channels, resilient channels, clips, screws, and pipes of specified materials, thicknesses, dimensions, and lengths. The response deadline is not provided. All large businesses must include a Small Business Subcontracting Plan with their quote. Questions should be directed to the contracting officer.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Tech Evaluation rev1.pdf | ||
| Tech Evaluation.pdf | ||
| CSS_FA812622Q0066.pdf | ||
| item description rev3.pdf |
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Text version
Item Description M22-051 Steel Studs
The items listed below for this requirement must have/meet the following specifications:
• All Cold formed steel (CFS) metal studs, metal tracks, and metal C-joists listed here after shall be astm A653, meet AISI standard, grade 50, fy 50 ksi, G60.
• All Wide flange section structural steel listed here after shall be high strength, low alloy carbon steel ASTM A992, fy 50 ksi.
• All hollow structural sections listed here after shall be carbon steel ASTM A500 grade B, fy 46 ksi.
• All steel plates listed here after shall be carbon steel ASTM A572 Grade 50, fy 50 ksi
• All C-channel, angle iron section, carbon steel sheet metal listed here after shall be carbon steel ASTM A36, fy 36 ksi.
• All round black iron pipe sections listed here after shall be ASTM A53, Grade B, seamless, unthreaded, fy 35 ksi.
• All Steel self drilling and self piercing tapping screws shall comply with ASTM C1513
• THIRTY (30) 400S200-97 CFS METAL STUDS STRUCTURAL SECTION
WITH LIP;
o 4 INCH WEB DEPTH o 12 GAUGE THICKNESS o 2 INCH FLANGE WIDTH o 20 FOOT LONG
• FIFTY FIVE (55) 1400T125-97 – CFS STRUCTRUAL RIM TRACK WITHOUT
TAB;
o 14 INCH WEB DEPTH o 12 GAUGE THICKNESS o 1 ¼ INCH FLANGE WIDTH o 10 FOOT LONG
• TEN (10) SQUARE TUBES;
o 0.125 INCH WALL THICKNESS o 3 INCH X 3 INCH o 24 FOOT LONG
• ONE (1) SQUARE TUBES;
o 1/8 INCH WALL THICKNESS o 1 INCH x 1 INCH o 20 FOOT LONG
TWO (2) ANGLE IRON STEEL SECTION
o ¼ INCH THICKNESS X 3 INCH X 2 INCH D
FORTY (40) PLAIN PLATE STEEL;
o ¼ INCH THICKNESS X 60 INCH WIDE X 120 INCH LENGTH
SEVENTY FIVE (75) DIAMOND TREAD STEEL PLATE;
o 1/8 INCH THICKNESS X 60 INCH WIDE X 120 INCH LENGTH
TWELVE (12) SQUARE TUBE STEEL SECTION (HOLLOW STRUCTURAL
SECTION)
o ¼ INCH WALL THICKNESS o 4 INCH X 4 INCH, 20 FOOT LONG
TWO (2) ANGLE IRON STEEL SECTION;
o 3/16 INCH THICKNESS X 2 INCH WIDE X 2 INCH DEPTH
ONE (1) ANGLE IRON STEEL SECTION;
o 3/16 INCH THICKNESS X 1 INCH WIDE X 1 INCH DEPTH
TWO (2) STEEL DIAMOND TREAD STEEL PLATE;
o 3/16 INCH THICKNESS X 60 INCH WIDE X 120 INCH LENGTH
TWO (2) C CHANNELS STEEL SECTION;
o C10 X 15.3, 10 INCH DEEP X 15.3 LB/FT, 2.6 INCH FLANGE WIDTH
ONE HUNDRED SEVENTY (170 EACH) SCHEDULE 10 BLACK IRON PIPE;
o 1 ½ INCH INSIDE NOMINAL DIAMETER X 21 FOOT LONG
TWENTY (22) SQUARE TUBES STEEL SECTION (HOLLOW STRUCTURAL
SECTION);
o 5/16 INCH WALL THICKNESS o 4 INCH X 4 INCH X 20 FOOT LENGH
ONE (1) PLATE STEEL;
o 3/8 INCH THICKNESS X 60 INCH WIDE X 120 INCH LENGTH
THREE (3 EACH) WIDE FLANGE STEEL SECTION BEAMS;
o W14 X 26, 14 INCH DEEP, 26 LB/FT
TWELEVE (12) WIDE FLANGE STEEL SECTION BEAMS;
o W14 X 26, 14 INCH DEEP, 26LB/FT o 25 FOOT LONG
TWO (2) DIAMETER ¾ INCH SOLID ROUND PLAIN ROD, 20 FEET
ONE (1) DIAMTER ½ INCH SOLID ROUND PALIN ROD, 20 FEET
Two (2) PLAIN PLATE STEEL;
o 5/8 INCH X 60 INCH X 120 INCH
Fourteen (14) 11 GAUGE CARBON STEEL SHEET METAL;
o 5 FOOT X 10 FOOT
One (1) 12 GAUGE 304 GRADE STAINLESS STEEL PLAIN SHEET METAL;
o Must meet ASTM A240
FIFTY (50) 20 GUAGE CARBON STEEL PLAIN SHEET METAL:
o 4 FOOT WIDE X 8 FOOT LENGTH
Fifty (50) 16 GAUGE CARBON STEEL PLAIN SHEET METAL;
Eighty (80) 22 GAUGE GALVANIZED SHEET METAL;
o G90
One Hundred Fifteen (115) 20 GAUGE GALVANIZED SHEET METAL;
o G90
SEVEN THOUSAND (7,000) PBR PANEL SCREWS;
o SIZE #12-14 X 3/4 INCH HEX WASHER HEAD o SELF DRILLING PBR SCREWS o WHITE FINISH COLOR
TWO HUNDRED TWENTY (220) PURLIN BEARING RIB (PBR)- WALL PANEL
SIDING;
o 24 GAUGE THICKNESS o CONFORM TO ASTM A792 AND ASTM A653, FY 50 KSI o 1-1/4” RIB HEIGHT o PANLE COVERAGE WIDTH 36 INCH o RIB SPACING 12 INCH ON CENTER o 16 FOOT LONG o WHITE COLOR FINISH
ONE THOUSAND EIGHT HUNDRED (1,800 EACH) SUPPORT CLIPS ANGLES
FOR COLD FORMED STEEL FRAME CONNECTION, PREPUNCHED, ASTM
A653, FY 50 KSI, COATING G90;
o 16 GAUGE THICKNESS o 2 INCH LEG X 2 INCH LEG X 3-3/8 INCH WEB DEPTH o 9 BUCKETS OF 200 EACH o SUPPORT CLIP SHEAR CAPACITY RATED FOR MINIMUM 1000 LBS
TWO HUNDRED FIFTY (250) 087F125-54 CFS FURRING CHANNEL SECTION,
HAT-SHAPED FRAMING COMPONENT FOR CFS WALL FRAMING
APPLICATION;
o 7/8 INCH DEPTH X 16 GAUGE THICKNESS X 12 FOOT LONG, OVERALL
WIDTH 2-23/32 INCH.
o ASTM C955, FY 50 KSI, G60
ONE THOUSAND ONE HUNDRED SIXTY (1,160) CFS HEAVY DUTY DOUBLE
LEG RESILIENT CHANNEL, RC-2 PROPLUS RESILIENT CHANNELS FOR
CEILING APPLICATION;
o 22 MIL THICKNESS o 2 ½ INCH X ½ INCH DEEP X 12 FOOT LONG o MEET ASTM C645, MATERAIL COATING G60, FY 33 KSI
ONE THOUSAND (1,000 EACH) SUPPORT CLIPS FOR RIGID STNADOFF COLD
FORMED STEEL FRAME CONNECTION, PREPUNCHED, ASTM A653, FY 50 KSI,
COATING G90;
o 12 GAUGE THICKNESS o SIZE: 11 INCH WEB DEPTH X 4 INCH WIDE X 1 ½ INCH LEG o 25 BUCKETS OF 40 EACH o SUPPORT CLIP SHEAR CPACITY RATED FOR MINIMUM 2400 LBS
THREE HUNDRED FOURTY (340) STEEL DECK TYPE 1.5B, COVER WIDTH 36
INCH, G60 GALVANIZED, NESTED SIDELAP, ASTM A653 FY 50 KSI;
o 22 GAUGE THICKNESS o 20 FEET LONG
TWO THOUSAND TWO HUNDRED TWENTY FIVE (2,225) 400S200-54 CFS
METAL STUDS STRUCTURAL SECTION WITH LIP;
o 4 INCH WEB DEPTH o 16 GAUGE THICKNESS o 2 INCH FLANGE WIDTH
FIVE HUNDRED THIRTY FIVE (535 EACH) 400S200-54 CFS METAL STUDS
STRUCTURAL SECTION WITH LIP;
o 4 INCH WEB DEPTH o 16 GAUGE THICKNESS o 15 FOOT 3-3/4 INCH LONG
ONE THOUSAND FIVE HUNDRED NINTY FIVE (1,595 EACH) 400S200-54 CFS
METAL STUDS STRUCTURAL SECTION WITH LIP;
o 4 INCH WEB DEPTH o 16 GAUGE THICKNESS o 14 FOOT 1-3/4 INCH LONG
ONE HUNDRED (100 EACH) 400S200-54 CFS METAL STUDS STRUCTURAL
SECTION WITH LIP;
o 4 INCH WEB DEPTH o 16 GAUGE THICKNESS
FOUR HUNDRED SEVENTY FIVE (475) 400T200-54 CFS METAL TRACK
SECTION WITHOUT LIP;
o 4 INCH WEB DEPTH o 16 GAUGE THICKNESS o 10 FOOT LONG
TWENTY FIVE (25) 600S200-54 CFS METAL STUDS STRUCTURAL SECTION
WITH LIP;
o 6 INCH WEB DEPTH o 16 GAUGE THICKNESS o 10 FOOT LONG
ONE HUNDRED TWENTY SIX (126) 1400S200-97 CFS ROOF JOISTS
o 14 INCH WEB DEPTH o 12 GAUGE THICKNESS o 2 INCH FLANGE WIDTH o 26 FOOT 11 1/8 INCH LONG o WITHOUT PUNCHOUTS
ONE HUNDRED EIGHT (108) 1400S200-97 CFS ROOF JOISTS STRUCTURAL
o 14 INCH WEB DEPTH o 12 GAUGE THICKNESS o 2 INCH FLANGE WIDTH o 27 FOOT 9 3/8 INCH LONG
ONE HUNDRED FOUR (104) 1400S200-97 CFS ROOF JOISTS STRUCTURAL
o 14 INCH WEB DEPTH o 12 GAGUE THICKNESS o 2 INCH FLANGE WIDTH o 21 FOOT 5 ½ INCH LONG
TWENTY FOUR (24) 1400S200-97 CFS ROOF JOIST STRUCTURAL SECTION
o 14 INCH WEB DEPTH o 12 GAUGE THICKNESS o 2 INCH FLANGE WIDTH o 26 FOOT 6 3/8 INCH LONG o WITHOUT PUNCHOUTS
TWENTY EIGHT (28) 1400S200-97 CFS ROOF JOISTS STRUCTURAL SECTION
WITH LIP;
o 14 INCH WEB DEPTH o 12 GAUGE THICKNESS o 2 INCH FLANGE WIDTH o 22 FOOT 8 ½ INCH LONG
SIX (6) 1400S200-97 CFS ROOF JOISTS STRUCTURAL SECTION WITH LIP;
o 14 INCH WEB DEPTH o 12 GUAGE THICKNESS o 2 INCH FLANGE WIDTH o 28 FOOT 1 3/8 INCH LONG
ONE HUNDRED TWENTY THREE (123) 1400S200-97 CFS ROOF JOIST
o 14 INCH WEB DEPTH o 12 GUAGE THICKNESS o 2 INCH FLANGE WIDTH o 34 FOOT 11 3/8 INCH LONG
FIVE (5) 1400S200-97 CFS ROOF JOISTS ROOF JOISTS STRUCTURAL SECTION
o 14 INCH WEB DEPTH o 12 GAUGE THICKNESS o 2 INCH FLANGE WIDTH o 36 FOOT 1 5/8 INCH LONG
SIXTY FIVE (65) 1400S200-97 CFS ROOF JOISTS STRUCTURAL SECTION
o 14 INCH WEB DEPTH o 12 GAUGE THICKNESS o 2 INCH FLANGE WIDTH
Technical Drawings or photos for all above listed items shall be submitted with official quotes.
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