N3904019R0008_A01.pdf

N3904019RCDDLIFT

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 add the Spec Changes document into the statement of w ork. All other provisions and instructions to offerors remain the same.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 27-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 N3904019R0008

X 9B. DATED (SEE ITEM 11)

15-Aug-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 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

27-Aug-2019

CODE

PORTSMOUTH NAVAL SHIPYARD

CODE 410

KITTERY ME

N39040 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N3904019R0008

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

SUPPLIES OR SERVICES AND PRICES

CLIN 0001

The CLIN extended description has changed from:

In accordance with the Attachment 1 - Statement of Work (which includes attachments A-F). *Includes shipping.*Site vist will be held the week of 9/26/19-9/30/19.

To:

In accordance with the Attachment 1 - Statement of Work (which includes attachments A-F ans spec changes dates 8/23/2019). *Includes shipping.*Site vist will be held the week of 9/26/19-9/30/19.

TABLE OF CONTENTS

The Table of Contents has changed from:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 1 Attachment 1 - SOW 187 18-JUL-2019 to:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 1 Attachment 1 - SOW 187 18-JUL-2019 Attachment 2 Spec Changes 08232019 2 27-AUG-2019

(End of Summary of Changes)

Spec Changes 8/23/19

Language below appends or supercedes the original specification language as indicated for each individual change

3.1 Design: Change: Electrical current provided shall be limited to 200A, not the 100A originally specified.

3.2.8 Corrosion Control: Change: Duplex coating is not required. Where components have been hot-dip galvanized, this coating alone is sufficient for corrosion control. Components not hot dip galvanized or of corrosion-resistant material suitable for use in a salt-spray environment shall be anodized or chemically treated or coated to prevent corrosion. Vent holes for galvanizing purposes shall be closed as originally stated, but additionally, consideration must be given to freeze damage, and vent holes allowed to remain or provided especially for the purpose of preventing the accumulation of water in voids or hollow sections that would be damaged by freezing and associated ice expansion.

3.3.8 Weigh Stations (Load Scale) Change: Weigh station accuracy to be +/- 5% , not the +/- 1% originally stated.

3.3.16.1 Carriage Freefall Safety Device: Addition: Where, due to the nature of the lifting mechanism, a freefall safety device is not practical, the vendor shall provide an alternate safety device of the capacity stated, along with a technical justification for the alternate device provided.

3.8.1: Utilities: Change: Electrical current provided shall be limited to 200A, not the 100A originally specified.

3.8.4 Foundation and Support: (also, as referenced elsewhere in the specification) Additional language:

It is understood that the vendor will provide a recommended design for all foundations, with supporting documentation for loading to be resisted by the foundation. Foundations and associated components permanently affixed to the ground shall be provided and constructed by others. The vendor shall provide an accurately constructed template to allow location and construction of all foundations prior to the arrival of the VRC on-site.

4.7 Tests at Destination: Additional language: It is to be understood that complete testing is required only in one installation location. Testing at the second in-dock location shall consist of installation of the

VRC and an operation test to verify proper operation as-installed.

4.7.2.1 100% Weigh Station (Load Scale) Test: Change: Replace first sentence with: Set the weigh station scales to interrupt VRC operation when a load in excess of 101% indicated load is placed on the upper level or lift platform loading station.

4.7.2.2 Carriage Drop Test: Additional Language: Where, due to the nature of the lifting mechanism, a freefall safety device is not practical, the vendor shall provide an alternate safety device of the capacity stated, and a manufacturer specified test or inspection shall be conducted to verify satisfactory performance

4.7.2.3 99% Weigh Station (Load Scale) Test. Change: Replace first sentence with: Set the weigh station scales to interrupt VRC operation when a load in excess of 7,920 pounds (99%) indicated load is placed on the upper level or lift platform loading station.

Table II: Maximum VRC envelope, in plan view, from the drydock upper rim: This dimension is 26’ x 31’, not the 10’ x 15’ as originally stated.

General notes on erection and shipyard crane support: Following discussion with the Crane

Department, the shipyard is prepared to assist in the movement of the fully assembled VRC to facilitate placement in-dock and transfer between the two in-dock foundations. The vendor will still be required to provide material handling and crane support for the initial erection and assembly of the VRC. The conceptual assembly plan assumes that all three foundation locations will be complete prior to VRC arrival on-yard, and that initial assembly/erection shall be performed on the storage foundation at the location identified during the site visit and in the specification drawings. Following the completion of erection/assembly, the Shipyard will provide portal crane service to place the VRC and bridge in the dock for testing. The Shipyard will also provide crane services to transfer the VRC to the second in-dock location for fit and operational testing as required in the specification. Generally speaking, the Shipyard shall not be responsible for material handling or crane services outside these explicitly specified movements.

Notes on vendor cranes: Following discussion with the Crane Department, vendor cranes are not limited to any sort of blanket reduction in capacity while operating on-yard. Cranes are permitted to operate within their as-configured capacity. The only limitation that may function to reduce apparent capacity is a limitation on ground loading. The site ground loading at the shipyard is a blanket 3,000 pounds per square foot in all locations. To obtain full rated capacity, cribbing or mats sufficient to distribute and reduce the ground loading at the outriggers may be required.