CSS Amendment FA812621Q00640003.pdf

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11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBE

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Solicitation/Contract Form

The following changes have been made:

INFORMATION FROM TO

Response Due Date 10 Sep 2021 17 Sep 2021

List of Attachments

The following attachments were added:

M21-035 Construction Steel Item Description_Updated 9-10-2021

The following attachments were deleted:

M21-035 Construction Steel Item Description

FA812621Q00640003

DEPARTMENT OF THE AIR FORCE

OKLAHOMA CITY AIR LOGISTICS COMPLEX (OC-ALC)

TINKER AIR FORCE BASE OKLAHOMA

Item Description

M21-035 Construction Steel

76 MXSG is requesting the purchase of various types of construction steel.

CLIN 0001 - 21N020CA

1. 550 EACH

362S200-54 3.625 X 2 X 16 GA STUD

10 FT 10 INCH

2. 125 EACH

362T200-54 3.625 X 2 X 16 GA TRACK

10FT LONG

3. 35 EACH

TF WITHOUT TABS 14 X 12 GA TRACK

20 FT LONG

4. 26 EACH

1400S200-97 14 X 2 X 12G GA STUD

19 FT 3 5/8 INCH LONG

5. 44 EACH

1400S200-97 14 X 2 X 12 GA STUD

20 FT 3 5/8 IN LONG

6. 86 EACH

1400S200-97 14 X 2 12 GA STUD

31 FT 3 5/8 INCH LONG

7. 16 EACH

600S162-54 16 GA 6 INCH STUD

10 FT LONG

8. 72 EACH

1.5B 22 GA DECKING GRAY

36 X 240

9. 36 EACH

11 GA SHEETMETAL

48 X 96

10. 16 EACH

16 GA SHEET METAL

60 X 120

11. 300 EACH

E543 EASY CLIPS

1 INCH

12. 320 EACH

E971 EASY CLIP E-SERIES 12 GA

1 INCH

CLIN 0002 - 21N020WL

1. 132 EACH

3 X .125 GA SQUARE TUBING

2. 20 EACH

2 X .188 GA SQUARE TUBING

3. 5 EACH

4 X .250 GA SQUARE TUBING

4. 30 EACH

4X .125 GA SQUARE TUBING

24 FT LONG

5. 4 EACH

60 X 96

6. 165 EACH

1 ½ X 1 ½ X 1/8 INCH ANGLE A36

7. 250 EACH

2 X 2 .187 INCH WELDED WIRE

48 X 96 INCH

8. 14 EACH

2 X 2 X 3/16 ANGLE A36

9. 30 EACH

30-36T-S5 OVERHEAD TRACK WHEELS

1 FT

10. 42 EACH

1 ½ X 14 GASQUARE TUBING

24 FT LONG

11. 20 EACH

4 X .125 GA SQURE TUBING

12. 20 EACH

16 GA GALVANIZED OVERHEAD TRACK 450 LB WEIGHT CAPACITY

8 FT LONG

13. 7 EACH

5 X 3 11 GA RECTANGULAR TUBING

14. 20 EACH

16 GA SHEETMETAL

15. 56 EACH

26 GA PBR PANEL POLAR WHITE

36 X 120

16. 120 EACH

1-1/2(1.90) STD .145WL A500 PIPE

21 FT LONG

17. 30 EACH

18. 24 EACH

4 X 4 X ¼ ANGLE A36

CLIN 0003 - 21S037

1. 60 EACH

PC 5400 SPAZZER 16"NTCHS 16GA

50" 4' 2"

2. 15 EACH

PC X545 CLIP ANGLE 16G

5-3/4” LONG 1'

3. 1 EACH

PC 12 GA H.R. SHEET COMM. QUALITY

4. 6 EACH

PC 16 GA H.R. SHEET COMM. QUALITY

5. 120 EACH

PC 1400S200-97 STUD 14X2X12GA

40'

6. 28 EACH

PC TR W/OUT TABS 14" X 12GA TRACK

12'

7. 200 EACH

PC E971 EASY CLIP E-SERIES 12GA

1'

8. 332 EACH

PC 362S200-54 3.625X2X16GA STUD

10' 10"

9. 75 EACH

PC 362T200-54 3.625X2X16GA TRACK

10'

10. 6 EACH

PC 600S162-54 6X1-5/8X16GA STUD

10'

11. 25 EACH

PC 1-1/2"(1.90)STD.145WL A500PIPE

21'

12. 4 EACH

PC 4 X 4 X 1/4 ANGLE A36

20'

13. 8 EACH

PC 11 GA H.R. SHEET COMM. QUALITY

14. 4 EACH

PC 1/4 PLATE A36

15. 2 EACH

PC 3 X 2 X 1/4 ANGLE A36

16. 1 EACH

PC 3/4 CD ROUND C1018

17. 55 EACH

PC 1.5B 22GA DECKING GRAY/GRAY

36 X 240

18. 1 EACH

PC 3 X 3 X 1/4 ANGLE A36

19. 2 EACH

PC 16 GA SS SHEET 304 2B FINISH

20. 1 EACH

PC 3/16 PLATE A36

21. 8 EACH

PC 12 GA H.R. SHEET COMM. QUALITY

48 X 144

3001 STAFF DR STE 2S76

CP 405 739 5329

TINKER AFB, OK 73145-3305

UNITED STATES

Jason Henderson, Email: jason.henderson.12@us.af.mil Telephone: 405-517-1740

Email: john.byrne.4@us.af.mil Telephone: 312-339-2510