N0025315T0303Amend2.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 reason for this amendment is to revise the specifications to include 340 Stainless Steel construction.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 19-May-2015

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 N00253-15-T-0303

X 9B. DATED (SEE ITEM 11)

05-May-2015

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 X 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 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

19-May-2015

CODE

NAVAL UNDERSEA WARFARE CENTER

ATTN: DIANA L. LASOTA

DIANA.LASOTA@NAVY.MIL

610 DOWELL ST BLDG 206

KEYPORT WA 98345-7610

N00253 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N00253-15-T-0303

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:

SPECIFICATIONS (REVISED)

Wye to Delta Transformers

Transformers must contain the following minimum requirements:

‐ Concrete Padmount ‐ 304 Stainless Steel construction ‐ 60 Hz ‐ 480/277 VAC wye primary to 450 VAC delta secondary ‐ 1000 kVA ‐ Isolation type ‐ Liquid cooled using Envirotemp FR-3 (or equivalent non-toxic, biodegradable, dielectric ester with a high flash/high fire point) ‐ Liquid coolant SDS (formerly MSDS) must be provided to the Governments Point of

Contact upon award of any resultant contract.

‐ Coolant needs to be added to the transformer prior to shipment ‐ Taps: ±2-1/2% ‐ 65o C rise allowed ‐ Copper windings ‐ NEMA 4 rated outdoor enclosure ‐ 600 or 650 volt surge arresters from each phase on the primary to ground ‐ Design in accordance with UL, ANSI, NEMA and IEEE standards ‐ Pressure relief valve ‐ Drain/Sampler valve ‐ Base coated with corrosion prevention ‐ Loop Feed ‐ Aluminum and Copper (ALCU) rated primary and secondary lugs ‐ 10kV Bulk-In-Line (BIL) ‐ One quart touch-up paint ‐ Paint SDS (formerly MSDS) must be provided to the Governments Point of

Contact upon award of any resultant contract.

‐ Provide transformer mounting/installing instructions with warranty requirements (if any) within two weeks of contract award ‐ Parts necessary for mounting to concrete ‐ Transformer manual: A manual needed to describe the operation of the transformers.

The manual should include but is not limited to:

How/where to ground the transformers How/where to connect the primary and secondary power cables to the transformer Specs on tightening cables to transformer connections Specs on retightening cables to transformer after 30 days of use (if required) How/where to attach the transformers to a concrete pad Description of all transformer tests required for the warranty Instructions for initial power up of transformers Instructions for powering off and/or disabling transformers

Preferred Features:

Dead Front

Notes:

‐ Transformers to be used on a dedicated load.

‐ One transformer will be used as the Primary power source and the other as a

Backup.

‐ Transformers will be mounted on three foot thick concrete pad

Transformer Testing Requirements are as follows:

‐ Perform all tests per ANSI C57.12.90.

‐ Provide test results to the Governments Point of Contact upon completion ‐ The following is a list of the minimum tests to be performed:

o Ratio o Resistance o No-load o Load loss o Impedance o Excitation current o Phase Relation o Applied and induced potential o Impulse test

Inspection: Inspection will be completed by a NUWC Keyport Washington Engineer to verify that the material meets the requirements/specifications indicated in the contract.

Hardware to be shipped directly to work site, address is as follows:

SWS Ashore Complex 25 52003 Pier Rd.

Cape Canaveral, FL 32920

Shipping requirements:

Vendor to provide the estimated shipping dimensions and weight for forklift planning, minimal storage requirements, and IMS/GFE number if it is associated with either, for receipt recording.

Package must be marked with the part number, quantity, and contract number. Package with best commercial practices ensuring that no damage can be done to the parts.

Minimum of 72 hours' notice (working days) of shipments required to be provided to Government Technical POC (Provided at time of award) Provide Estimated Date of Delivery, Truck drivers are to contact Government Technical Point of Contact prior to their ETA for arrival instructions since escorts are required on CCAFS.

The following have been deleted:

SPECIFICATIONS

SECTION SF 1449 - CONTINUATION SHEET

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 14-May-2015 02:00 PM to 26-May-2015 02:00 PM.

(End of Summary of Changes)