Amend_0002.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

Amendment 0002, N69450-18-R-0503, Repair Wastew ater Treatment Plant at NAS Corpus Christi, TX.

See page tw o continuation.

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-Oct-2018

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 N6945018R0503

X 9B. DATED (SEE ITEM 11)

22-Aug-2018

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

11-Oct-2018

CODE

NAVFAC SOUTHEAST

GULFCST

BLDG 903, PO BOX 30

NAS JACKSONVILLE

JACKSONVILLE FL 32212-0030

N69450 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N6945018R0503

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:

AMENDMENT 0002

14 A. The purpose of amendment 0002 is to provide a new contract specialist point of contract for this solicitation and provide PPI Responses and RFP Specification/plan revisions.

14 B. Technical and Price Proposal due date has changed from 18 October 2018 at 3:00 pm Eastern Time to 23 October 2018 at 3:00 pm Eastern Time. Offerors who are hand delivering their proposal must submit the AMAG form by Friday, 12 October 2018 by 3:00 pm Eastern Time to Deborah.Torrence@navy.mil.

14 C. The Contract Specialist has changed from Maria Judy Jensen to M.s Deborah Torrence as of date this amendment 0002 is issued. All further correspondences shall be forwarded/directed and emailed to Ms. Deborah Torrence.

14 D. All other terms and conditions of this RFP remain unchanged.

14 E. Offerors must acknowledge this amendment in writing.

14 F. Attachments:

1. PPI_Responses_11_Oct_2018

14 G. Correction/Changes to the RFP Specification/Plan revisions are as follows:

On Plan Sheet D-99-804, DELETE Detail C4.

In Specification Section 40 05 13 Page 21, ADD the following to Paragraph 2.8.7.2, “Buried V405 valves shall have restrained mechanical joint fittings and shall not be flanged.”

On Plan Sheet D-99-804, ADD the following note to Detail D1: “PIPE FLEXIBLE EXPANSION JOINTS

SHALL HAVE MINIMUM OF 6 INCHES OF EXPANSION.”

In Specification Section 35 20 16.53, ADD the following to Paragraph 2.1.1: "Material for slide gates shall be aluminum".

On Plan Sheet C-05-102, DELETE Note 1: “SEE GEOTECHANICAL REPORT BY ROCK

ENGINEERING AND DRAWINGS C-05-601 AND C-05-602 FOR SOIL BORING INFORMATION.”

and ADD the following as Note 1: "SEE GEOTECHNICAL SOIL BORING LOGS, SOUNDING

RESULTS, AND LABORATORY DATA BY ROCK ENGINEERING SHOWN ON DRAWINGS C-05-

601, C-05-602, AND C-05-603.”

On Plan Sheet GD05-106, DELETE the following note on the elevation view: "FILTER MEDIA (TO

REMAIN)".

On Plan Sheet D-71-101, DELETE the first sentence of Note 2: “6” DS PIPE IN TRENCH MUST BE 6” PVC-C900.” and ADD as the first sentence “6 INCH DS PIPE IN TRENCH MUST BE 6” SCHEDULE 80

PVC”.

On Plan Sheet D-71-101, DELETE all plan notes of C900.

On Plan Sheet D-73-901, ADD the following note to Detail C1 and C3: “NEW PIPING SHALL BE

SHEDULE 80 PVC AND THE PIPE CONNECTION SHALL BE MADE AT THE FIRST CAST IRON

FLANGE ON EXISTING WALL PIPE.”

N6945018R0503

On Plan Sheet D-73-901, ADD the following note to Detail C3: “USE CEMENT SOLVENT FOR

BURIED SCHEDULE 80 PVC PIPE. USE FLANGES ONLY WHERE REQUIRED FOR

CONNECTION TO PIPE OR EXISTING ACCESSORIES SUCH AS VALVES AND WALL PIPES,

AND CELDI PIPING AT SLUDGE PUMPS.”

On Plan Sheet S-00-001, ADD the following to Design Criteria Note 12: “DESIGN ALL TANKS TO

RESIST BUOYANCY FOR GROUND WATER AND 100 YEAR FLOOD. PRESSURE RELEASE

VALVES (PRVS) ARE NOT ALLOWED TO RESIST BUOYANCY.”

On Plan Sheet S-00-001 in the WATER ELEVATION AGAINST UPLIFT table, DELETE: “EXTREME GROUNDWATER: FINSIH GRADE 1.50” for each tank listed.

In Specification Section 46 07 53.13, DELETE the following from Paragraph 2.6.7: “The effluent launders in Package Plan 2 shall be constructed of 316 stainless steel or concrete if coordinated with the tank supplier.” and ADD the following to Paragraph 2.6.7: “The effluent launders in Package Plant 2 shall be construe of 316 stainless steel. As an alternative, concrete launders are acceptable if coordinated with the tank supplier.”

On Plan Sheet S-00-001, DELETE: Foundation Note 7.C and all subparagraphs.

On Plan Sheets DI00-615 and D100-616, DELETE flowrates shown for the sodium hypochlorite and the sodium bisulfite systems.

On Plan Sheets DP05-101 through DP05-103, and D-60-101 through D-60-302, for the suction and discharge of the sodium hypochlorite and sodium bisulfite systems, DELETE: “1” PVC PIPE”, and ADD:

“1/2” PVC PIPE”.

In Specification Section 46 23 00, ADD the following to Paragraph 2.2.3: “Grating platforms, stairways, and handrails shall be FRP.”

In Specification Section 01 14 00.00, ADD the following to Paragraph 1.2.a.7: “Remove two comminutors in the influent channel to the influent pump station.”

On Plan Sheet GD05-909, ADD the following to Keynote 1, “ASSUME THE INSIDE DIMENSIONS OF

THE GRIT CHAMBER ARE APPROXIMATELY 9’-6” BY 10’-6” IN AREA AND 9’-4” DEEP.”

On Plan Sheet GD05-908, ADD the following to Keynote 2 and 3, “ASSUME THE DEPTH OF THE

CONE IS APPROXIMATELY 18 FEET.”

On Plan Sheet GD05-907, ADD the following to Keynote 4, “ASSUME THE INSIDE DIMENSIONS OF

THE GRIT CHAMBER ARE APPROXIMATELY 8’-0” BY 10’-0” IN AREA AND 9’-0” DEEP.

On Plan Sheet GD05-107, ADD the following to Keynote 1, “ASSUME THE DEPTH OF THE CONES

ARE APPROXIMATELY 14 FEET.”

(End of Summary of Changes)