Sol_140A1626B0001_Amd_0005.pdf

Offers 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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: is not is required copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7.ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

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

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

PAGESOF

Contractor

The hour and date specified for receipt of Offers to sign this document and return

See continuation page

BIA CENTRAL 00016

12201 Sunrise Valley Drive Contracting Office Mail Stop-244 Reston VA 20192

A16

140A1626B0001

05/07/2026

05/07/2026

1 4

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGES

NAME OF OFFEROR OR CONTRACTOR

SUPPLIES/SERVICES

(B)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

OPTIONAL FORM 336 (4-86)

Sponsored by GSA FAR (48 CFR) 53.110

ITEM NO.

(A)

QUANTITY

(C)

NSN 7540-01-152-8067

140A1626B0001/0005

1. 140A1626B0001 is amended to include additional answers to submitted questions.

Please see the question-and-answer sheet attached to this amendment.

2. Attachment 14 (As Constructed Crane Rail

Supports) has been added.

3. A prefilled form stating that "the hour and date for receipt of offers has been extended" was mistakenly selected in Amendment 0004. As stated elsewhere in amendment 0004, offers are still due at 12:00 PM Eastern on 14 July 2026.

Number Question Answer

What is the confirmed rated capacity of the crane (in tons)?

Section 1.1.B.4 references a possible actual load of "up to 5 tons". Is this the rated hook capacity, or an anticipated operating load below the rated capacity? The capacity of the new hoist is to be 5T.

What is the required bridge span (rail centerline to rail centerline)? The architectural drawings show an overall building width of approximately 24', but the crane rail span isn't explicitly dimensioned in the architectural set.

Contractor to field verify all interface dimensions. See Attachment 14 (As Constructed Crane Rail Supports) for more information.

What is the existing crane's hook height / lift distance, so we can confirm the new "+6 inches" requirement against a baseline? Is there a minimum hook height above finished floor required?

No drawings of the hoist or trolley exist. Contractor to field verify all dimensions.

What are the required bridge travel speed, trolley travel speed, and hoist lift speed? These are referenced as "shown on the drawings" but weren't in the documents provided.

The bridge and trolley travel are to be manually driven with no defined speed. Any references to the travel and lift speeds in Section 41 22 13 are related to the design of the new equipment, not the existing.

Section 2.3.A.1 and 2.3.D.5 describe the bridge as manually operated and controllable from the floor, but Section 2.3.D.9 describes "dual drives, with one drive connected to one wheel of each end truck," which typically implies a motorized bridge. Can you confirm whether the bridge drive is intended to be hand-geared (push) or motor-driven?

Per Section 41 22 13 (2.3) the bridge is to be manually operated and one wheel on each side of the trolley should be driven.

Could you provide the structural drawing set (or the specific crane general arrangement drawing) referenced throughout Section 41 22 13? This should contain the capacity, span, and speed data called out above, plus existing runway rail size/condition information relevant to our rail alignment/replacement scope.

No drawings of the existing crane are available. Any references to the crane capacity, span, speed, rail size in Section 41 22 13 are related to the design of the new equipment, not the existing. See Attachment 14 (As Constructed Crane Rail Supports) for more information.

Questions and Answers Log for IFB 140A1626B0001 Bannock Pumping Plant Rehab

Do you have any existing documentation (cut sheets, as-builts, or a nameplate photo) on the current crane being replaced? This would help us confirm rail size, wheel gauge, and existing hook travel.

No drawings or design data for the existing bridge or trolly exist. All rail size, wheel gage and hook travel are to be field verified by the Contractor. See Attachment 14 (As Constructed Crane Rail Supports) for more information.

Sponsored by GSA FAR (48 CFR) 53.110

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