140R2020B0007 Amendment 0002_0002.pdf

(x)

140R2020B0007 x x

2 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication 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 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.

x

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

R20

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

07/29/20200002

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

07/29/2020

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 data, 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: Marble Bluff Coatings Phase II

B. PURPOSE: The purpose of this amendment is to incorporate the site visit agenda and the site visit attendance sheet.

C. DESCRIPTION: This amendment hereby incorporates the following:

New Incorporated Attachments:

Incorporate Site Visit Agenda, Section J Attachment 7

Incorporate Site Visit Attendance Sheet, Section J Attachment 8

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. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

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 2

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

140R2020B0007/0002

Remove Section J Table of Comments, Amendment

0001 and replace with Section J Table of

Contents, Amendment 0002

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

Sponsored by GSA

FAR (48 CFR) 53.110

Amendment 0002

Section J - Page 1 of 1

SECTION J - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

Attachment Number

List of Documents, Exhibits, and other Attachments

General Decision Number: NV20200040 Dated: 7-3-2020

Limitations on Subcontracting Worksheet

Offeror Responsibility Information

Construction Invoice Documents

DI-137 Release of Claims (See DIAR 1452.204-70)

Maintenance Exemption Letter

Site Visit Agenda

Site Visit Attendance Sheet

Attachment 7

Marble Bluff Dam and Fish Passage Facility Fish Lock Gate Rehabilitation

Solicitation No. 140R2020B0007

August 5, 2020 at 11:00 am PDT

AGENDA

I. Introductions:

CGB-3800 Erik Danger, Contracting Officer

Matt Thomas, Contract Specialist

WCO Roger (Jack) Worsley, Acting Regional Construction Engineer

Reynaldo E. (Henry) Garcia, Construction Manager

Kent Perkes, Office Engineering Division Chief

Todd Dooley, Project Resident Engineer

LBAO Steven Sprague, Project Manager

TSC Bobby Jo Merten, Design Engineer Lead

II. Communication Protocol:

All questions shall be emailed to the following individuals:

Todd Dooley (tdooley@usbr.gov)

Steven Sprague (ssprague@usbr.gov sassprague@usbr.gov)

Mathew Thomas (mthomas@usbr.gov )

ALL QUESTIONS WILL BE ASKED IN WRITING AND WILL BE ANSWERED IN

WRITING IN ORDER TO BECOME INTEGRAL TO THE CONTRACT. NOTHING

STATED OTHERWISE WILL BECOME PART OF THE CONTRACT.

The cut-off date and time for submittal of questions is 5:00 pm (PST) on Friday, August 14, 2020. Any questions received after this may not be responded to and therefore not included in an amendment.

The bid due date of is 1:00 pm (PST) on Friday, August 28, 2020, so it is imperative to submit all questions in writing as soon as practicable.

SF 1442:

Estimated Price Range: The estimated cost of this project is between $1,000,000 and

$5,000,000.

Set-Aside Information: This requirement is restricted to Total Small Business concerns using

NAICS 237990 and applicable size standard of $39.5 million.

Attachment 8 mailto:tdooley@usbr.gov mailto:ssprague@usbr.gov mailto:mthomas@usbr.gov

August 5, 2020 at 11:00 am PDT

III. Project Description:

The omission of discussing solicitation items/issues does not diminish their importance.

SECTION C - Specifications/Appendices

Section 01 11 00 Summary of Work Part 1.02 Principle Components of Work

Principle components of work include:

1. Install cofferdam upstream of forebay gates to be recoated and downstream of bulkhead gate at entrance channel.

2. Remove and dispose of sediment and control water leakage into cofferdam during construction.

a. Sediment removed may contain hazardous substances.

b. Sample and analyze removed sediment prior to disposal.

3. Replace seals.

4. Remove and replace metalwork.

5. Blast and recoat gates and metalwork with vinyl coating system.

6. Furnish and install cathodic protection for gates.

7. Remove and dispose of coatings and equipment containing hazardous materials.

8. Demolition and removal of obsolete fish handling equipment.

9. Infilling of pipes and voids left by equipment removal.

Section 01 33 00, Submittals

1. 21-day government review of RSNs.

2. 64 RSNs.

3. Submit RSNs in accordance with specification requirements.

Section 02 41 10 Demolition, Table 01 41 10-1 Demolition List: Fish Handling Equipment

1. Table 01 41 10 lists components of Fish Sweep, Fish Basket, Fish Hoist, Fish Sorting Tables, Fish Slides, Fish Pen Separators.

Section 09 97 02 Impact Immersion Coatings Part 3.11 Coating Tabulations

1. Refer to coating tabulations for items to be coated with impact immersion coatings with approximate dimensions.

2. SP5/NACE 1 surface preparation for steel.

3. One primer double spray coat, 2.5 mils DFT of VZ-108D

4. Three intermediate double spray coats, V-766E

5. One double spay topcoat of V-766E

6. Total system thickness of 8 mil DFT min

Section 31 03 10, Diversion and Care of Stream During Construction

1. Refer to Section 01 57 30, Water Pollution Control for regulatory requirements. Also, see exemption of 404 permit requirements in Section J.

2. RSN 31 03 10-1, Water Control Pan includes designs for temporary diversions and proposed methods for diversion and care of stream.

3. Contractor to design for a forebay water surface elevation of 3857’ plus 12” of freeboard plus 6” of debris of water surface.

4. Contractor to design for afterbay water surface elevation 3821’ plus 12” of freeboard.

5. USGS records are solely for information to the Contractor. Section 51 35 24 includes reservoir modeling. Section 51 35 26 include reservoir elevation data.

Section 26 42 10, Galvanic Anode Cathodic Protection System and Immersed Gates

1. Galvanic Cathodic Protection Systems required for gates 1, 2, 3, 4, 5, 6, 8, 14 and 15.

2. See section 26 52 20 and drawings 320-D-60007 through 320-D-60010 requirements.

Section 31 23 10, Removal and disposal of Existing Silt and Sediment

1. Remove sediment between Contractor Cofferdam or Bulkhead and Marble Bluff Dam Structures for project needs such as coating project features.

2. Use non-motorized hand tools for removing silt and sediment.

Section 35 21 21 Gate Rehabilitation

1. The left Gate No. 6 (Wing Gate) bulges out approximately 2“. Provide one new left leaf for Gate

No. 6 Wing Gate.

2. See disassembly and other requirements for Gates 1-5 and 7 through 15.

3. Perform weld repairs in accordance with section 09 97 02. Repair defects exceeding 1/8” in depth as measured with a pit gauge.

4. See Operational Test, Dry Seal Test and Wet Seal Test requirements for gates.

IV. Sections F, H, I and J:

SECTION F –Commencement, Prosecution, and Completion of Work:

Start work within 7 calendar days of NTP and complete entire work ready for use not later than

470 calendar days after NTP.

Liquidated Damages: If the Contractor fails to complete the work within time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of

$2200.00 for each calendar day of delay until the work is completed or accepted.

SECTION H Special Contract Requirements

Work on in water structures may only be performed between July 1 and December 31.

SECTION I - Contract Clauses: Note that many clauses are only incorporated by reference, with the same force and effect as if they were given in full text. The full texts of clauses are available by accessing appropriate websites listed in Section I.

WBR 1452.232-80 Limitation of Funds (Fixed Price Contract)

Fiscal Year Funding Amount

FY2020 15%

FY2021 85%

SECTION J - List of Documents, Exhibits and Other Attachments: Davis-Bacon Wage Rates apply to this project.

PLEASE NOTE AND COMPLY WITH ALL INSTRUCTIONS OR YOUR BID MAY BE

DEEMED NON-RESPONSIVE.

V. Review Site Visit JHA

VI. Site Tour Sequence

1. Review list of major work items 1 through 12 shown on Drawing 320-D-60006.

2. Review Contractor Site Use Areas.