15R0027-04_RFP.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

Corrections to Amendment 03

1. CONTRACT ID CODE PAGE OF PAGES

J 1 5

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

16C. DATE SIGNED

BY 23-Jul-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 W912BU-15-R-0027

X 9B. DATED (SEE ITEM 11)

01-Jul-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 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

23-Jul-2015

CODE

US ARMY ENGINEER DISTRICT, PHILADELPHIA

POC: JUSTIN CHUNG

WANAMAKER BUILDING

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

W912BU 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912BU-15-R-0027

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 04

The purpose of this amendment is listed below:

1. On amendment 03, dated 20 July 2015, paragraph C620 is hereby revised.

2. On amendment 03, dated 20 July 2015, paragraph C105 is hereby revised.

Offeror must acknowledge receipt of this amendment by the date specified in the solicitation (or as amended) by signing block 15 below, by acknowledging receipt of this amendment on each copy of the offer submitted or by separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE TO ACKNOWLEDGE AMENDMENTS BY THE DATE AND TIME

SPECIFIED MAY RESULT IN REJECTION OF YOUR QUOTE.

All other terms and conditions remain the same.

Revised Paragraph C620

C620 CRANE MAIN & GENERATOR ENGINES

Both main and generator engines shall be diesel engines meeting the current EPA emissions rating tier requirements.

Both shall be electric start, both locally and from the cab. The engines shall be self contained with air cooled radiators, mounted to the foundation in the machinery space.

Both main engine and generator engines shall be diesel engines meeting the current EPA tier requirements. Both shall be battery started, locally and from the cab. The engines shall be self contained with air cooled radiators, mounted to the foundation in the machinery space.

The main and generator engines shall be designed, manufactured, and tested in accordance with the ABS rules indentified in Clause C003 of this specification.

In addition to the requirements for rotating machinery include in the ABS rules identified in Clause C003, the contractor shall also provide guarded emergency stop pushbuttons for each engine locally at the engine and also at the operator’s station in the cab.

Revised Paragraph C105

C105 CRANE MOUNT & PRINCIPAL DIMENSIONS

The crane shall comply with the following requirements:

A. CRANE MOUNT TYPE

The crane shall be either:

• King post mounted wire luffed crane or

• Swing bearing mounted (pedestal) wire luffed crane

As illustrated in Figure 1 – Crane Illustrations of API Specification 2C.

The crane manufacturer shall provide the crane king post (or center post) or pedestal (or base) for welding to the barge.

The barge dimensions will be 300 feet by 68 feet by 12 feet. The bottom of the king post or pedestal will sit on the reinforced hull bottom foundation in way of the king post or pedestal. The hull bottom foundation will be 2 feet high. As a result there shall be 10 feet of king post or pedestal contained within the hull of the barge in addition to the extent of the king post or pedestal above the main deck level of the barge.

B. CRANE KING POST OR PEDESTAL

The crane manufacturer shall design and fabricate the king post or pedestal.

HULL INTERFACE

The king post or pedestal design shall be developed based on the barge structure in way of the king post or pedestal as follows:

• Two foot deep foundation at the bottom of the barge, with flat plate upper surface.

• Barge centerline longitudinal bulkhead, full hull depth.

• Barge transverse bulkhead, full hull depth, aligned with the center of the king post or pedestal.

• Barge radial bulkheads, full hull depth, arranged at 45 degree intervals between the longitudinal and transverse bulkheads.

KING POST OR PEDESTAL STRUCTURAL FEATURES

The crane king post or pedestal shall be continuous through the barge deck, and shall extend continuous down to the hull bottom foundation. The hull longitudinal, transverse, and radial bulkheads shall extend to the king post or pedestal, and shall connect to the king post or pedestal by welding. The hull bulkheads shall not penetrate through the king post or pedestal.

The king post or pedestal shall be equipped with two, diametrically located, manholes to provide interior access to the bottom of the structure. See Clause C415 for details on the manholes.

The king post or pedestal shall provide top down watertight integrity to prevent water ingress to the barge via the inside of the structure of the crane.

CRANE LOADS FEA FOR KING POST OR PEDESTAL

The crane manufacturer shall provide the Government with a detailed Finite Element Analysis (FEA) for the king post or pedestal design. The FEA shall apply crane maximum design loads to the king post or pedestal over 360 degrees of crane slewing at 10 degree increments of slewing angle. This analysis shall identify the peak and design loads imparted upon the hull structure by the king post or pedestal.

CRANE FEA USED AS PART OF THE BARGE HULL FEA

The contractor’s crane FEA shall be utilized as part of the barge hull FEA. The contractor’s FEA model shall incorporate mesh development to allow direct integration with the barge hull FEA model at the hull/king post or pedestal interface areas (deck, transverse, longitudinal, and radial bulkheads, and bottom foundation) described above.

The contractor shall submit the results and model of the Finite Element Analysis to the Government no later than 90 days after the receipt of the Notice to Proceed with Phase I of the contract. The electronic version of the FEA model submitted to the Government shall be submitted with file extension .MODFEM .

KING POST OR PEDESTAL DESIGN DRAWINGS

The final design drawings of the king post or pedestal shall be submitted to the Government as AutoCAD and SOLID WORKS files for incorporation into the barge design.

The Government requires the contractor to deliver the engineering defined above in order to proceed with the detailed design of the crane barge. Should the contractor fail to deliver the king post or pedestal design as required above, this will delay the Government’s engineering design effort, and subsequently delay the availability of shipyard storage for the completed crane. Therefore, for each day, in excess of the 90 days allotted for the design, the crane contractor shall store the crane, its components, materials, and spares at his expense for one day (day for day).”

(End of Summary of Changes)