A22_Amendment 3_24Q0014.pdf

W912EE24Q0014

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 solicitation is hereby amended to replace the scope of w ork in its entirety. No projnet questions w ill be answ ered as of this amendment.

The solicitation closing date is extended to 17 April 2024. Changes have been made to Section M, FAR 52.212-2, Evaluation. All other terms and conditions of the solicitation remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 5

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

16C. DATE SIGNED

BY 08-Apr-2024

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 W912EE24Q0014

X 9B. DATED (SEE ITEM 11)

08-Mar-2024

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 X is extended, 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

08-Apr-2024

CODE

VICKSBURG CONTRACTING OFFICE

4155 CLAY ST

VICKSBURG MS 39183-3435

W912EE 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION A - SOLICITATION/CONTRACT FORM

The required response date/time has changed from 09-Apr-2024 10:00 AM to 17-Apr-2024 10:00 AM.

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been modified:

WATER TREATMENT PLANT

Mat Sinking Unit Water Treatment Plant Fabrication Scope of Work The Mat Sinking Unit requires a contractor to fabricate a water treatment plant to be used to make potable water on Mooring Barge 7403. The contractor shall fabricate the requirements in accordance with the attached drawings and in accordance with the requirements listed below.

The contractor will be required to provide deliver of the fabricated water tank.

Requirements

Fabricate water treatment plant in accordance with attached drawings Measuring 144” long x 38” wide” x 76” high not including angle iron framing All materials shall be 316 stainless steel All welds shall be TIG welded

Inside should be tig-welded Then outside should be grinded and tig-welded also

Tank shall be tested for leaks by being filled with water Tank material shall be 1/4" thick All welds shall be watertight Water plant shall have dividers arranged as shown in the drawing to separate different sections of water treatment process All internal dividers shall be 316 stainless and shall be 1/4" thick

Tank shall have angle iron welded around the perimeter at top and mid-height level to ensure tank does not change shape over time

Angle iron shall be 316 stainless and shall be 3” x 3” x 1/4" thick Tank shall have I-beams running around entire perimeter underneath for support and one across the center underneath I-beam shall be S4 x 7.7# I-beam minimum Steel

H-beams shall be on bottom of I-beams – two each running lengthways H-beam shall be W6 x 15# H-beam minimum b4ctsgsw Highlight b4ctsgsw Highlight b4ctsgsw Highlight b4ctsgsw Highlight

Steel Tank shall be delivered with 6 casters bolted on bottom of top I-beam (two on each end, two in center – locations shown in attached drawings) Casters shall be sized to be taller than bottom H-beam so that tank will be sitting on casters instead of bottom H-beam to allow for tank to be rolled into place when installing

Casters shall be sufficient to support entire weight of tank while empty and no less than 10,000 lbs collectively

All casters shall be capable of rotating freely Entire assembly including tank, angle, iron, dividers, and beams shall be painted with two coats of water tank specific paint on the inside and outside.

Specific paint type and paint schedule shall be submitted with bid to be approved by USACE

All welding shall be completed by AWS certified welders Welder certification shall be supplied with bid to be approved by USACE AWS certification or equivalent

Delivery The water treatment plant shall be delivered as specified in requirements to the following address:

2577 Haining Rd Vicksburg, MS, 39183 ATTN: Chance Rebert/Nathan Jabour

The water treatment plant shall be fabricated and delivered no later than April 30, 2024.

SECTION M - EVALUATION FACTORS FOR AWARD

The following have been modified:

52.212-2 EVALUATION--COMMERCIAL PRODUCTS AND COMMERCIAL SERVICES (NOV 2021)

(a) The Government will award a contract to the lowest priced technically acceptable proposal.

Proposals will be evaluated for technical acceptability. In order for an Offeror to be considered for award, the proposal must receive an “Acceptable” rating. A proposal receiving a rating of “Unacceptable” will not be eligible for award.

THE FOLLOWING FACTORS SHALL BE USED TO EVALUATE OFFERS:

FACTOR 1 - TECHNICAL CAPABILITY

To be determined technically acceptable the offeror must provide the following:

Documentation that demonstrates that the offeror can provide the necessary supplies as outlined in the statement of work.

Specific paint type and paint schedule Welder certification, AWS or equivalent

FACTOR 2 – PRICE

Highlight

Pricing shall be provided for all line items listed. An authorized official of the firm shall sign the SF 1449 and all solicitation amendments (if any).

The total quoted price will be determined by a summation of the quoted pricing of each line item listed in section B of this solicitation. Quotes will be examined to determine the extent to which quoted prices are comparable with the government estimates, previous procurement history, and a determination made of Price Reasonableness. The government may reject any price quote that is determined to be Not Fair and Reasonable, unrealistically high, or low in price when compared to government estimates, or are unbalanced, such that the price quote is deemed to reflect an inherent lack of competence or failure to comprehend the requirements.

AWARD:

It is incumbent upon the offeror to submit sufficient documentation and information for the government to determine technical acceptability and the quoted pricing. Failure to submit sufficient information for the government to determine technical acceptability and price may be cause for rejection of your quote.

Award will be made to the contractor whose price is the lowest of all offers determined to be technically acceptable. The Government will evaluate the lowest priced offer for technical acceptability. If the lowest priced offer is determined to be unacceptable, the next lowest offer will be evaluated for technical acceptability until an acceptable offer is determined.

(c) A written notice of award or acceptance of an offer mailed or otherwise furnished to the successful offeror within the time for acceptance specified in the offer, shall result in a binding contract without further action by either party. Before the offer's specified expiration time, the Government may accept an offer (or part of an offer), whether or not there are negotiations after its receipt, unless a written notice of withdrawal is received before award.

(End of provision)

(End of Summary of Changes)

Tank shall be fully constructed of 14" 316 stainless steel.

42.078.0

144.0

76.0

Sectional Inside Side View - All dimensions are in inches

54.552.5

12.0 12.0

6.0 6.0

12.0

24.0

3" x 1/4" flat bar 316 stainless

17.625

All internal dividers are 1/4" thick 316 stainless steel b4ctsgsw Highlight

Top View

Side View Front View

144.0

76.0

38.0

76.0

54.5 107.0

42.0

118.6

144.0

3.0

3.0

3.0

3.0

3.0

3.0

S 4 x 7.7# I-Beam 4H x 0.193T x 2.663 W Around entire perimeter

W 6 x 15# H-Beam 5.99H x 0.23T x 5.99 W

Lengthways down both sides

W 6 x 15# H-Beam 5.99H x 0.23T x 5.99 W

Lengthways down both sides

Tank shall be delivered with 6 casters on bottom of top beam (2 on each end, 2 in center) to be used for setting in place. Casters shall be sufficient to support entire weight of tank while empty and no less than 10,000 lbs collectively.

and across center

S 4 x 7.7# I-Beam 4H x 0.193T x 2.663 W Around entire perimeter and across center

X

X

X

X X

X

Caster Locations Bottom View