B08 - W912EQ20Q0006 Amend 1.pdf

W38XGR93108994

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 purpose of this amendment is to change PWS paragraphs 1.4.1, 1.5, and 1.5.5 in response to questions and answ ers from the 3 Dec 19 site visit.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 11-Dec-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 W912EQ20Q0006

X 9B. DATED (SEE ITEM 11)

21-Nov-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

12-Dec-2019

CODE

US ARMY ENGINEER DISTRICT, MEMPHIS

CHRISTOPHER WHITE

167 N MAIN STREET

MEMPHIS TN 38103-1894

W912EQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EQ20Q0006

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:

PERFORMANCE WORK STATEMENT (PWS)

1. PWS paragraph 1.4.1 is changed from:

1.4.1 BLAST AND COAT POTABLE WATER TANKS. Contractor shall furnish all labor, management, equipment supervision, facilities, utilities, equipment, tools, lubricants, fuel, materials and articles (excluding Government furnished property) necessary to whiteblast and Coat the inside of the Potable Water Holding Tank and Settling Tank, 10,000 Gallons Total Capacity. The Coat will be Food Safe paint. Paint coatings for the Potable water tanks will meet the following standards: ANSI Standard 61. Potable water tanks must be cleaned to a minimum of Sa2 ½ (ISO 8501-1:2007).

To:

1.4.1 BLAST AND COAT POTABLE WATER TANKS. Contractor shall furnish all labor, management, equipment supervision, facilities, utilities, equipment, tools, lubricants, fuel, materials and articles (excluding Government furnished property) necessary to whiteblast and Coat the inside of the Potable Water Holding Tank and Settling Tank, 10,000 Gallons Total Capacity. The Coat will be Food Safe paint. Paint coatings for the Potable water tanks will meet the following standards: ANSI Standard 61. Potable water tanks must be cleaned to a minimum of Sa2 ½ (ISO 8501-1:2007). Water tanks will be treated after paint is cured. Treatment consist of super chlorinating the water tanks with full tank of water, then draining and refilling tanks.

2. Seventh sentence of PWS paragraph 1.5 is changed from:

The new MSD system shall meet the following requirements: USCG approved TYPE II system, treatment capacity 70 people, properly sized to fit in existing area, properly sized vacuum to pull waste through the existing system, new controls for operating the system and operating manual and training on the new system.

To:

The new MSD system shall meet the following requirements: RED FOX RF-1000-M with Vacuum Collection or approved equal. An approved equal must meet the following specifications: USCG approved TYPE II system, treatment capacity 70 people, properly sized to fit in existing area, properly sized vacuum to pull waste through the existing system, new controls for operating the system and operating manual and training on the new system.

3. PWS paragraph 1.5.5 is changed from:

1.5.5 REPLACMENT OF EXISTING SEWAGE PIPE ON 4 LEVELS. The existing lines on the Hurley where originally Copper with welded joints. USACE has replaced sections of this pipe with SCH 80 PVC. The Contractor shall replace all SCH 80 PVC sections of the pipe, including all elbows, tees, valves, and any SCH 80 fittings, with K Copper with welded sweat connections to meet ABS Standards. The existing SCH 80 PVC piping is in all levels of the vessel and includes both horizontal and vertical runs. Estimated length of replacement pipe is 1200 feet not including fittings. Upon completion of this work, all sewage piping from the toilets to MSD System shall be K copper with welded joints. The piping leaving the MSD system to run overboard shall also be changed to K copper.

Any pipe going through bulkheads shall welded and flanged properly at the bulkhead. Contractor shall provide all

W912EQ20Q0006

pipe brackets needed to properly secure the pipe. All ceiling tiles removed to access the pipe shall be replaced properly, or if damaged replaced with new. Each level shall be tested individually for leaks.

To:

1.5.5. REPLACMENT OF EXISTING SEWAGE PIPE ON 4 LEVELS. The existing lines on the Hurley where originally Copper with welded joints. USACE has replaced sections of this pipe with SCH 80 PVC. The Contractor shall replace all SCH 80 PVC sections of the pipe, including all elbows, tees, valves, and any SCH 80 fittings, with K Copper with connections meeting ABS Standards. The existing SCH 80 PVC piping is in all levels of the vessel and includes both horizontal and vertical runs. Estimated length of replacement pipe is 1200 feet not including fittings. Upon completion of this work, all sewage piping from the toilets to MSD System shall be K copper with welded or crimped joints. The piping leaving the MSD system to run overboard shall also be changed to K copper.

Any pipe going through bulkheads shall be welded or crimped and flanged properly at the bulkhead. Contractor shall provide all pipe brackets needed to properly secure the pipe. All ceiling tiles removed to access the pipe shall be replaced properly, or if damaged replaced with new. Each level shall be tested individually for leaks.

(End of Summary of Changes)