16RJR50_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

This amendment is issued to revise the Specification. See the follow ing pages for more detail.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 10-Feb-2016

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 N00164-16-R-JR50

X 9B. DATED (SEE ITEM 11)

09-Feb-2016

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

10-Feb-2016

CODE

NAVAL SURFACE WARFARE CENTER CRANE DIV

E. JOHNSON (812-854-8653)

BLDG 3373

300 HWY 361

CRANE IN 47522-5001

N00164 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N00164-16-R-JR50

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 1.0 - SCHEDULE/INSPECTION & ACCEPTANCE/DELIVERY

The following have been modified:

SPECIFICATION

Modular Floating Work Platform System

1. Provide new (not used) standard commercial off the shelf modular floating units/sections.

2. Provide three (3) modular barge/pontoon units, each unit to measure

10FT (width) x 40 FT (length) x 5 FT (height) and capable of being configured as shown in Figure 1 below (with a 4th existing barge).

3. Provide twelve (12) removable deck cleats.

Figure 1. Flexible 4-unit barge configurations

Modular Barge Units / Sections

1. Deck Loading Capacity: 5,000 lbs./sq. ft. or greater.

2. Load Capacity: Capacity 35,000 lbs. @ 2' 6" draft.

3. Hulls and decks manufactured of ¼ inch or greater steel.

4. Each barge unit shall have a minimum of ten (10) quarter-circle tube turns around the entire perimeter of the barge with a 5 ton (10,000 lbs) minimum capacity for cleat attachment or similar tie-down attachments.

5. Each modular barge unit will be equipped on top with single point recessed lifting fixture, shackle/clevis, certified to at least 1.5X the overall modular unit weight for unloading and set up operations. Lifting fixture must be water tight to prevent water intrusion to the hull void. (Requires certificate of conformance which identifies total weight of assembly and design calculations or actual weight test documentation detailing the item was tested to 1.5X or greater with a ten minute static hold time.)

6. At least one personnel access hatch from the top deck for interior hull inspections on each modular barge unit.

Entry points must be concealed with flush mounted detachable hatch cover, with steel ladder below to allow safe entry /exit. Entry point must be water tight to prevent water intrusion into hull void.

7. Modular barge units must connect both at the top and bottom to minimize flexing of the assembly. Lock capacity at 65% Yield (Tension or Shear) must be 90,000 lbs. minimum, and provides a rigid connection between modular barge units. Locking system is integral to modules with no separate pins, bolts or other loose parts (i.e. non-removable), and is designed for on-deck assembly operation.

N00164-16-R-JR50

8. Locking mechanisms on all four sides of modular barge unit provides a high–strength integral locking system that enables the modular units to be interconnected side-by-side, end-to-end or end-to-side. This flexibility in configuration of the modular barge units allow assembly of work platforms as illustrated in Figure 1 above.

9. Modular barge unit exterior surfaces must be coated with a marine epoxy, such as Bar Rust 235 Epoxy or equivalent.

10. Hull areas below the projected water line must contain sufficient number of replaceable Zinc Anodes Protection or equivalent to minimize corrosion of the modular barge.

11. Modular barge interior hull must be coated with epoxy, such as Bio-Float or equivalent.

12. No Anti-fouling paint.

13. Must have a Flexifloat ® compatible connection system.

Other

1. Vendor shall provide structural drawing with load bearing information to support future crane or structural placement on the modular barge assembly. (CDRL A0002, Product Drawings/Models and Associated Lists)

2. Warranty each modular barge unit to be free from defects in workmanship and materials for the period of one (1) year from date of shipment. (CDRL A0001, Certificate of Compliance)

3. Provide instructions for basic maintenance and repair of modular barge unit. (CDRL A0002, Product Drawings/Models and Associated Lists)

(End of Summary of Changes)