AMENDMENT_02.pdf

0011000332 ES-2-4J

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

a. The purpose of this Amendment is to add additional Questions and Answ ers from the site visit that w as omitted in Amendment 1. See Continuation Page.

b. All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 14-Jul-2017

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 W9124M-17-B-0002

X 9B. DATED (SEE ITEM 11)

16-Jun-2017

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, 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 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

14-Jul-2017

CODE

MICC - FORT STEWART

976 WILLIAM H. WILSON AVE SUITE 100

FORT STEWART GA 31314

W9124M 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9124M-17-B-0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

QUESTIONS AND ANSWERS

1. Section 05120 section 1.2 Submittals dictate that the shop drawings will be stamped by qualified engineer.

What are the parameters that need be met? Is there a door weight issue? Are there calc’s required? Connections will be duplicated from existing. Will they need to be re designed? See question 3 below.

**The parameters that need to be met are described in notes 8 and 9 on Sheet C‐1 of the drawings. There are no known door weight issues, existing problems with the rails have been caused by door operator misuse and weathering. The only calculations required are those needed to achieve proper rails elevations and center‐to‐ center dimensions. Connections will not need to be redesigned for those that currently exist.

2. Section 05120 part III section 3.1 paragraph c is for an engineer to check height / elevations. The last sentence suggests that the owner may employ a welding inspector. Is the elevation inspector owner supplied as well? Are there any shop inspections required?

**The elevation inspector is not owner supplied. Inspection of the doors and complete operating test will be made by the installer in the presence of the general contractor as soon as the erection is complete. Any defects noted shall be corrected.

3. There are no specifications for rail to cross tie connections. There is no way to know what is existing. 60 Lb rail has a tapered bottom flange that is 4 ½” wide. W6 x 15 flange width is 5.990” wide. Is there a bolt and connection detail? If not do we add a 1” flange and bolt accordingly? Will EOR provide?

**Bolted connections will be duplicated from existing. A 1" flange will not be necessary.

4. There are no hardware specs other than load indicator ASTM A 959. What size hardware? Squirter?

**Submit the hardware and direct tension indicators with your shop drawings as approved by your licensed qualified engineer.

5. At rail splice is continuous weld required?

**Yes, a continuous weld is required.

6. Will government provide centralized dumpsters at each hanger / building for all trash and recycled materials?

**The Government can provide a dumpster for recyclable materials ‐ other trash the contractors have to provide themselves.

7. Is there a specified finish?

**Concrete finish to be steel troweled and then sealed with a clear liquid chemical hardener.

W9124M-17-B-0002

(End of Summary of Changes)