W912DS-09-T-0033 Amendment No. 1.pdf

W16ROE91128604

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:

a. Include Revised Scope of Work, The Technical Specif icaltions for Sectional Barge System.

The due date for the Request for Quote still remains 21 August 2009 at 2:00pm EST.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 17-Aug-2009

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 W912DS-09-T-0033

X 9B. DATED (SEE ITEM 11)

11-Aug-2009

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

17-Aug-2009

CODE

US ARMY CORPS OF ENGINEERS, NEW YORK

26 FEDERAL PLAZA, RM 1843

NEW YORK NY 10278-0090

W912DS 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DS-09-T-0033

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following have been added by full text: AMENDMENT 0001

A. Revised Scope of Work (Technical Requirements for Sectional Barge System):

The following Scope of Work has been REVISED and is RE-ISSUED with this Amendment.

Technical Requirements for Sectional Barge System

1. Furnish one complete: Interlocking Sectional Barge System meeting the following specifications and to include the following component, standard items and accessories.

2. Required Barge Sections (Nominal Dimensions):

a. Rectangular Barge Section: Dimension: 40 ft x10 ft x 5ft; Quantity required = 4

b. Rectangular Barge Section: Dimension: 20 ft x10 ft x 5ft; Quantity required = 4

c. Square End Rake Section: Dimension: 10 ft x10 ft x 5ft; Quantity required = 2

d. Rectangular Loading Ramp Section: Dimension: 20 ft x10 ft x sloped; Quantity required = 2

e. Double Skeg Rake Section: Dimension: 10 ft x10 ft x 5ft; Quantity required = 2

f. Hinge Sections: Dimension: 10 ft x 5ft; Quantity required = 2

g. Spuds: Dimension: 20 inch diameter round x 40 ft long; Quantity required = 2

h. Spudwell: Appropriately sized to accommodate 20 inch diameter round x 40 ft long spuds=2

i. Spudwell Locking Ring: Quantity required = 2

j. Deck Cleats: Quantity Required = 6

k. Rub Rail Brackets: Quantity Required = 12

3. Structural Requirements:

a. Minimum plate thickness for deck, bottom and sides: 0.25 inches.

b. Minimum deck bearing capacity shall be 5000 lbs/sq. ft.

c. Maximum Lock Spacing: Horizontal - 5.0 feet; Vertical – 4.5 feet.

d. Lock Strength @ 65% yield: 45 tons tension/shear

4. General Requirements:

a. Locking System: The barge system shall be provided with locking male and female connections, located along the top and bottom edges of sides and ends of the units that will be operational from the deck surfaces and allow interchangeability between the sections and attachments.

b. Lifting Devices: Each unit shall be provided with an appropriately sized lifting devices (lifting eye).

c. Hinge Sections: Watertight mechanical hinge sections and ratchets shall be provided to allow raising and lowering of loading ramps. Hinge sections shall have opposing male and female locking units connected by hinge pins at the mid-point near the bottom surface and a hinged sliding deck panel over the variable opening at the deck level. The hinge connector shall allow for rotation of 8 degrees above to 12 degrees below horizontal. Hinge sections shall have ratchet screw actuators for adjusting the elevation and slope of the loading ramps.

d. Paint Coating:

1) Primer: All units will be painted with 4-6 mils of a high performance epoxy primer (American Coatings 8301 or equal).

2) Deck Paint: Amercoat #235B7821 or equal, red, two part epoxy with anti-slip material

3) Sides (top three feet): Amercoat #5450 (#DV9903) or equal, black, gloss enamel

4) Bottom and sides (lower two feet): Amercoat #214-S-7070 or equal, red, one part anti-foulant marine

W912DS-09-T-0033

paint.

e. Zinc Hull Plates: One Zinc Hull Plate shall be installed on each unit of the barge system. The Contractor shall submit his proposed method of affixing the zinc plates to barge sections for approval by the Contracting Officer’s Representative prior to performing the work.

f. The orientation of the connectors for the non-barge components of the section barge system shall be as follows to insure compatibility with existing USACE equipment:

1. Ramps, rakes, spud wells shall have male connectors.

2. Double skeg rakes shall have female connectors.

3. Hinges shall have the female end on the side that rotates.

5. Warranty: The sectional barge system shall include a one-year material, workmanship warranty, paint coating warranty.

6. Equipment Delivery Schedule and Offloading: Delivery shall be made within 90 days following the date of award of the contract. Upon delivery to the USACE Albany Field Office, the barge sections will be offloaded and visually inspected for any defects. The US Army Corps of Engineers has a 35-Ton mobile hydraulic crane that will assist with offloading. If the 35 Ton Crane cannot safely off load any of the barge sections into the water or a storage facility, the Contractor shall notify the Albany Field Office and identify ANY barge sections that exceed the lift capacity of a 35 ton mobile hydraulic crane in the manner described in the preceding sentence. Any barge section that exceeds the lift capacity of the 35 ton mobile hydraulic crane shall arrive at the Albany Field Office on the same day during the Albany Field Office’s business hours. The Contractor shall give the Albany Field Office seven (7) days of advanced notice for the delivery of those sectional barges that cannot be offloaded with the 35-ton hydraulic crane. Additionally, the Contractor shall provide a confirmation of delivery 24 hours prior to actual delivery time to the Albany Field Office in order for the Field Office to make arrangements for the necessary crane to offload the barge sections.

7. Delivery Location & Notice: The Interlocking Sectional Barge shall be delivered to the US Army Corps of Engineers, Albany Field Office, 1 Bond Street, Troy, N.Y. 12180. The offeror shall give the Albany Field Office Point of Contacts seven (7) days of advance notice prior to the delivery of the Interlocking Sectional Barge Unit.

The Points of Contact at the Albany Field Office are Mr. Timothy Rafter or Mr. William Petronis, Telephone – 518- 273-0870.

8. Payment: The cost for all work associated with furnishing the Sectional Barge System, complete, including the cost for all required components, accessories, assembly, delivery to the Albany Field Office, and warranties shall be included in the contract lump sum price for “Sectional Barge System, Complete.” Upon completion of all work included in this specification, the Contractor shall submit an invoice for payment to the USACE, Albany Field Office for review and acceptance. Payment will be made within 30 days of acceptance of a proper invoice.

(End of Summary of Changes)