W912P824B0028 Solicitation Amendment 0001.pdf

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Freshwater Bayou Lock New Shops Building
Solicitation number
W912P824B0028
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This document is an amendment to the solicitation for contract W912P824B0028 issued by the U.S. Army Corps of Engineers, Engineering District New Orleans. The amendment deletes paragraph 4 on page 8 and substitutes it with "4. RESERVED", and provides answers to questions from industry regarding the solicitation for the Freshwater Bayou Lock New Shops Building project.

The key details are:

  • The solicitation is for the placement of precast concrete piles, precast concrete floor and ramp framing, a pre-engineered metal building, miscellaneous metal work, establishment of turf, and other related incidental work.
  • The amendment addresses questions related to concrete mix type substitution, ramp panel span and width, curb construction, scour protection pad spoils, laydown area use, and pull box location.

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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 amendments to:

1. Delete paragraph 4 on page 8. Delete this paragraph in its entirety and substitute “4. RESERVED”.

2. Answ er questions from industry. See page 2.

1. CONTRACT ID CODE PAGE OF PAGES

1 3

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

16C. DATE SIGNED

BY 16-May-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 W912P824B0028

X 9B. DATED (SEE ITEM 11)

17-Apr-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 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 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

16-May-2024

CODE

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P824B0028

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:

Q & A DTD 5/15/24

Questions from Industry with Answers Updated 5/15/24

Solicitation #: W912P824B0028 Freshwater Bayou Lock (FBL) New Shops Building

1. Specifications state the pre-cast concrete piles are to be poured with Type II Concrete. Can this be substituted with Type IL Concrete?

Type IL cement would be an acceptable substitute for Type II cement.

2. Can the ramp panels be 16’-9” simple span panels, or is it a requirement that they be 33’-0” long to make it (2) continuous spans per panel?

16’-9” simple span panels would be acceptable (manufacturer’s preference)

3. Do the ramp panels need to be full width (i.e., 16’-0” o.t.o.), or can the ramp be comprised of (4) 4-ft panels to achieve the 16-ft width?

Panel width is deferred to manufacturer’s preference; the Government expects the defined ramp width in the final delivered product.

4. Detail H15 on drawing S-402 shows a 3/8” radius along the top of the longitudinal joints. Can the edges be chamfered instead?

The edges can be chamfered.

5. The ramp curb is specified as precast. For alignment purposes, we typically do cast-in-place curbs. Can the curbs be cast-in-place?

Means and methods; the Government expects to have curbs in the final delivered product.

6. Ref. Drawing Sheet C-104 – What is the length of the transition paving? We assume the width is the same as the ramp or 16’ but the length is not as clear.

Width is to match the width of the ramp. Length will depend upon final construction but use 16 LF for bidding purposes.

7. Concerning the scour protection pad below building. Can the spoils onsite from grading this area be wasted on site or will USACE require the contractor to haul the waste off?

The material can be placed onsite. The contractor should coordinate with the Lockmaster for the location for placement of the material.

8. Will USACE allow the materials on the pipe rack to be removed and relocated to prevent any damage while handling pilings, slabs, etc.?

Yes, the rack may be moved.

W912P824B0028

10. Will USACE allow the contractor to set up an additional laydown area on the west side of the site (outside of the fence where the pull boxes are)?

The contractor can use property west of the fence and it can be used for a laydown area. The contractor should coordinate with the Lockmaster for the best location as some of the area becomes very soft during rain events.

11. Will the Government provide a location of pull box that the contractor is to connect to or is it the contractor’s responsibility to locate one?

Two (2) new pull-boxes (PB) are identified on sheet E-100. They can be field located by the Contractor as required to facilitate installation.

(End of Summary of Changes)

File details come from the government source that posted it. Updated .