W912WJ19B0005_Amendment_0001.pdf

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

The above solicitation is hereby amended to answ er Requests for Information (RFIs) and upload the Site Visit list of Attendees. All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 3

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

16C. DATE SIGNED

BY 01-Aug-2019

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 W912WJ19B0005

X 9B. DATED (SEE ITEM 11)

12-Jul-2019

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

01-Aug-2019

CODE

U S ARMY ENGR DISTRICT, NEW ENGLAND

696 VIRGINIA RD

CONCORD MA 01742-2751

W912WJ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912WJ19B0005

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:

REQUESTS FOR INFORMATION

REQUESTS FOR INFORMATION – Amendment 0001

1. Which level of preparation is the Contractor to do?

Response: Please see Spec Section 09 97 02 PREPARATION AND PAINTING OF BRIDGE, Paragraph 3.1.2 Dry Blast Cleaning of Steel Surfaces.

2. It appears that the level of blast cleaning is not appropriate for the paint system called for.

Response: Please see Spec Section 09 97 02 PREPARATION AND PAINTING OF BRIDGE, Paragraph 3.3.2 Paint System Number 24-F-Z. Also, please see Spec Section 09 97 02 PREPARATION AND PAINTING OF BRIDGE, Paragraph 3.5 Painting Schedule, the stripe coat is to be SSPC Paint 41. Also, Spec Section 01 11 00 SUMMARY OF WORK, Paragraph 1.1.2, Project Description, “Following steel preparation by blasting, a Micaceous Iron Oxide Reinforced Zinc-Rich Moisture-Cure Polyurethane Paint stripe coat shall be applied to all areas….” Continuing, the same paragraph goes on to state that “Following the stripe coat, two top coats of Micaceous Iron Oxide Reinforced Moisture-Cured Polyurethane, with aluminum, shall be applied.”

3. Is the Contractor to repaint the scupper drains, present in the concrete bridge deck?

Response: No.

4. Is the Contractor to place joint sealant in the joint cover plates?

Response: No.

5. Is the Contractor to place any sealant onto the concrete bridge deck?

Response: No.

6. Is the Contractor to place any elastomeric sealant in the control joints present in the new part of the concrete bridge deck?

Response: No.

7. Is the Contractor to prepare and then paint the metal kick-strip along the horizontal corner of the concrete curb stepping up into the Gatehouse, the thin metal strip along the extreme edge of the concrete deck as it ends against the Gatehouse itself, and the small metal vertical plates embedded into the concrete bridge abutments on either side of the bridge deck where it abuts against the Gatehouse?

Response: Yes.

SITE VISIT ATTENDEES

Project Location: Knightville Dam Project Office Solicitation: W912WJ19B0005 Site Visit Date: 25 July 2019 Time: 11:00am

Site Visit Attendees (Contractors) Company Gene Ebbinhaus Coatings Unlimited Donnie Dursin Atlas Painting Chad Lampert The Alson Company Site Visit Attendess (Government) Sara J. Torres Contract Specialist Colin Monkiewicz Park Ranger Joe Currier Construction Rep

W912WJ19B0005

Dan Boisclair Project Engineer Janet Patev Tech Lead

(End of Summary of Changes)