Sol_140R2020Q0045_Amd_0002.pdf

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Attached to
Geophysical Logging and Testing - Shasta Dam & Res Federal contract opportunity
Solicitation number
140R2020Q0045
Issued by
Department of the Interior Bureau of Reclamation

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Other files attached to Geophysical Logging and Testing - Shasta Dam & Res, newest first.
File Type Posted
Table 3 Revision_2.3.2020_0002.xlsx XLSX spreadsheet
SDREP Gallery_0002.png PNG image
Sol_140R2020Q0045_Amd_0001.pdf PDF
PWS Table 3 - Shasta Borehole Geophysics - 2020Jan17_0001.pdf PDF
Amendment 0001_140R2020Q0045_0001.pdf PDF
Sol_140R2020Q0045.pdf PDF
Combined Synopsis.140R2020Q0045.pdf PDF
Wage Determination 2015-5628.pdf PDF

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(x)

140R2020Q0045 x x

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 ACKNOWLEDGEMENT 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.

x

Sacramento CA 95825-1898 2800 Cottage Way, Room E-1815

R20

Division of Acquisition Services Regional Office Mid-Pacific Region Bureau of Reclamation

01/31/20200002

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

01/29/2020

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not, is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

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

A. Title: Geophysics Testing (Dilatometer and Televiewer)

B. Purpose: The Purpose of this amendment is to provide the following:

1. A revision to Table 3 which is referenced in the PWS

2. A photo of the gallery.

3. A response to inquiries received.

C. The due date for quotes remains February 5, 2020 at 12:00 PM PST. Quotes shall be sent via email to the address listed in the solicitation.

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

Erik M. Danger

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 4

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

140R2020Q0045/0002

Legacy Doc #: BOR

Question 1: Will the Government provide a schematic drawing to show the galleries?

Answer 1: Due to security protocols, drawings and maps of the dam's galleries are not provided.

However, the Government has provided a revision to Table 3 and a photo of the gallery.

Question 2: What are the accesses to the galleries?

Answer 2: The Government has provided the following information regarding the galleries:

In 2018 Reclamation cored eight holes through the concrete invert (floor) and into underlying bedrock in the dam's foundation galleries.

Reclamation personnel will escort the contractor to the holes. Galleries are accessible using an elevator that is located near the center of the dam, and at the dam crest. Six of the eight holes are accessible by taking the elevator to their respective gallery floor elevations. For those locations, carts can be used to transport geophysical equipment directly to the location of the holes. The remaining two locations are accessible by taking the elevator to the nearest floor above the respective galleries that the holes were advanced. A cart can be used for transporting equipment for a portion of the distance, but will equipment will need to be carried or lowered down spiral and/or straight set(s) of stairs (estimated up to 50 vertical feet). Galleries measure approximately 7 feet high (arched crown) and 5 feet wide. A 1 foot wide gutter is located on the upstream side of the invert/floor. See attached photo.

Hole depths range from 10.2 to 31.8 feet. Hole diameter is approximately 6 inches (up to 6-3/8 inches in some holes). Concrete was encountered to depths between 3.8 to 28.2 feet. Bedrock was encountered directly below concrete. See attached table for a summary of materials and conditions encountered in each hole. After coring, all holes were flushed with clean water.

Optical televiewer is to be performed first, followed by acoustic televiewer. Reclamation will provide water to fill the hole for acoustic

Continued ...

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

3 4

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

140R2020Q0045/0002 televiewer. Reclamation will provide 120V/15 and/or 20 amp power. Reclamation will backfill all holes.

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

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