W912ES20Q0022-0001 Amendment 1.pdf

W81G6702162164

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 Amendment 0001 is to make a change to the SOW specif ications, provide revised copies of tw o draw ings, and provide a draw ing of the f lat barge.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 02-Sep-2020

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 W912ES20Q0022

X 9B. DATED (SEE ITEM 11)

25-Aug-2020

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

02-Sep-2020

CODE

CONTRACTING DIVISION

USACE - ST PAUL

180 FIFTH STREET EAST

SUITE 700

SAINT PAUL MN 55101-1678

W912ES 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912ES20Q0022

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

The following have been modified:

STATEMENT OF WORK

STATEMENT OF WORK

M&R HANDY FLAT BARGES

The U.S. Army Corps of Engineers, St. Paul District, is in need of handy flats/material barges for the M&R fleet. Under this contract the vendor shall deliver four (4) barges meeting specifications.

DESCRIPTION OF ACCEPTABLE PRODUCTS FOR VENDOR SUBMISSION

New Barges submitted in response to this solicitation may be of any design that conforms to the following specific, salient characteristics:

Beam (width) of 16 feet.

Length of 50 feet.

Moulded depth of 4 feet.

Full rakes on both ends of all barges, rake chine shall not be a welded seam.

Hull thickness not less than 1/4 inch.

Deck thickness not less than 1/2 inch.

Deck plate material shall be ASTM A572 grade 50 for improved wear resistance.

Minimum of three (3) bulkhead sections allowing four (4) water-tight compartments.

Minimum of two (2) flush-mounted, 18 inch diameter deck hatches per compartment, mounted in opposite corners of the compartment.

Minimum allowable deck loading of 750 lbs. per square foot (PSF) Each Barge shall provide flotation for at least 75,000lbs.

All paint shall be of a two part epoxy rated for marine applications.

Exterior coating (primed and painted) of hull, sides and deck of barges.

Barge hull and side coating shall be standard black coating of at least 8 mil thickness.

Barge deck shall be standard deck red non-skid coating.

Barge interior compartment coating shall be standard white coating.

All barge surfaces (exterior and interior) shall be sand blasted free from rust and mill scale.

Structural steel components shall be of standard Grade A-36 steel or higher.

Each barge shall come equipped with four (4), Industry standard 24 inch kevels, one on each corner.

Each barge shall come equipped with two (2) rub-rails extending the full length of each side.

Rub-rails shall be made of steel or material of equivalent strength and durability, channel sections will be 2 inch by 6 inch by 1/2 inch (2” x 6” x ½”).One rub rail shall be installed along the upper edge of the barge. The second rub rail shall be installed below, with 1 foot spacing between the rails.

Barge 1 shall have two (2) 7” x 7.5” spud wells. One at the port/bow corner and the other at the stern/starboard corner. (see attached reference drawing)

Barge 2 and Barge 3 shall have stake pockets along the port and starboard side to allow for the use of removable combing. The pockets shall include drain tubes that exit the sides of the barge. These barges shall also include 120” x 24” loading ramps on one end. The pins shall be easily removable. Two Three steel rub-rails, approximately 5” x 24”, shall be installed on the ramp end to protect the ramp connection points. The ramps shall be designed to support a 15,000 lbs. track loader. (see attached reference drawing)

Barge 4 shall be a flat deck barge.

Digital or hardcopy versions of the shop/concept drawings shall be provided as part of the offer.

Both digital and hardcopy versions of engineering/design calculations will be provided as part of the delivery (post award)

Digital or hardcopy versions of the as-built drawings shall be provided as part of the delivery.

Delivery Date The vendor will complete final delivery of all barges within six (6) months of award of the contract.

INSPECTION, TESTING & DELIVERY

Contractor shall provide in-shop inspection and certification of welds and industry standard tests for integrity of critical welds. When fabrication of barges is complete, the contractor shall provide the technical POC an opportunity to make inspection of the completed product before final acceptance.

Delivery Contractors shall include freight/transportation charges in the price of each barge for delivery to the following location:

Fountain City Service Base 431 North Shore Drive Fountain City, WI 54629

The Government will have a crane available for unloading barges from trucks, if required. Rigging will be available to basket the barges. Please make arrangements in advance with the Technical POC to ensure equipment and operator availability.

TECHNICAL POC

The technical point of contact (POC) for this solicitation is Mr. Adam Loven, Plant & Facilities Manager with the St. Paul District, Physical Support Branch. He can be reached by telephone at

(651) 290-5141, or (612) 712-0153, and via email at Adam.F.Loven@usace.army.mil

(End of Summary of Changes)