W519TC-24-R-2001 Amendment 0002.pdf

PR 2023-755

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

See Summary of Changes

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 04-Dec-2023

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W519TC24R2001

X 9B. DATED (SEE ITEM 11)

07-Nov-2023

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram 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 telegram or letter, provided each telegram or letter 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 NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, 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.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

04-Dec-2023

CODE

ARMY CONTRACTING COMMAND - ROCK ISLAND

3055 RODMAN AVE

ROCK ISLAND IL 61299

W519TC 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W519TC24R2001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0002

The purpose of this amendment is to:

1. Answer the following Contractor questions:

a. Are there any drawings of the floor structure available?

Answer: Please see Attachment 0010 Structural Initial for Stone Shops.

b. Can we get a copy of the latest structural study/evaluation report that references the load bearing capacity of the floor?

Answer: We are attaching the structural analysis for Building 104 which is typical for all the stone shops (Attachment 0011 Floor Study Report).

c. Is the area structural to allow an electrical lift? If area is structural to allow an electrical lift, is there an option to get lift into the area?

Answer: Existing building floor load limits signs state 67lbs. but latest structural study established a Safe Floor Load Limits on the 3rd floor not to exceed 45lbs. per square foot. Contractor means & methods of construction. Refer to Attachment 0003 G-003 General Demolition/Repairs Notes and 3rd floor Safe Floor Load Limits of 45lbs. per square foot.

d. What is the existing floor made of?

Answer: Wood decking supported by steel beams.

e. Is this reduced load limit because the flooring material can’t handle the weight or because the floor joists can’t handle the weight, or both? (Determining if we can bring in say ¾” plywood or scaffold planks, to lay down in work areas and distribute the load, so we can use some type of staging to reach the ceiling.)

Answer: Both. You can bring load distribution materials.

f. Is putting an opening in the roof decking and dropping scissor lifts into the 3rd floor with a crane an option?

Answer: Contractor means & methods but notice that building floor load limit signs state 67lbs. but latest structural study established a Safe Floor Load Limits on 3rd floor not to exceed 45lbs. per square foot.

g. Are the rafters that the 1 by materials attached to wood or steel?

Answer: Existing rafters are wood 4 ¾” x 2 ½” @ 24” on center.

W519TC24R2001

h. Believe penetrating the beam currently supporting the sprinkler system is not acceptable. What is the planned attachment for the new sprinkler hangers?

Answer: Attach to existing wood rafters in accordance with NFPA 13.

i. Can it be clarified that sprinkler piping will not be removed and protection of piping and sprinklers shall be provided by others. Especially during the removal of board and batten, and installation of the spray foam.

Answer: Existing sprinkler piping will not be removed. Protection of piping and sprinklers is responsibility of Prime Contractor.

j. If scaffolding is required, can it be clarified to be covered by others?

Answer: Responsibility of Prime Contractor.

k. Should the ceiling/spray foam/rehanging sprinklers portion of this project be removed until something is done to strengthen the floor?

Answer: No

l. How are the 1 by material currently attached and with what type of fasteners?

Answer: Nails were used to attach the 1 by material.

2. All other terms and conditions remain unchanged.

(End of Summary of Changes)