140R6024R0007_0003_0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1

1. CONTRACT ID CODE

I

PAGE OF PAGES

1 I 2

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO.

5. PROJECT NO. (If applicable)

6. ISSUED BY

07/02/2024 CODE R60 7. ADMINISTERED BY (If other than Item 6) CODE I

Bureau of Reclamation Missouri Basin Region

Regional Office

2021 4th Avenue North

Billings MT 59101

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

9A. AMENDMENT OF SOLICITATION NO .

140R6024R0007

X

9B. DATED (SEE ITEM 11)

05/09/2024

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

� The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers Dis extended. rais not extended.

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 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 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 dale specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. 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 NO. IN ITEM 10A.

E. IMPORTANT:

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)

Contractor Dis not Dis 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.)

Angostura Dam Spillway Concrete Repair, Pick-Sloan Missouri Basin Program, South Dakota

Please see the following continuation pages for this Amendment No. 0003 in its entirety.

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 1 0A, as heretofore changed, remains unchanged and in full force and effect .

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

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED

(Signature of person authorized to sign)

Previous edition unusable

Darlene Dillon

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Solicitation No. 140R6024R0007 Amendment No. 0003

For convenience, essential changes on the revised solicitation pages are indicated by a vertical line within the margin, whereby the lines or paragraphs are changed from the previous version. However, all portions of the revised solicitation pages shall apply, whether changes thereon have or have not been indicated.

2) Acknowledgement:

See Block 11 above regarding acknowledgement by offerors to this amendment. The Government requires acknowledgement of this and all amendment(s). (Please See Block 19 of the Standard Form 1442, on the original solicitation, ACKNOWLEDGEMENT OF AMENDMENTS).

3) Receipt of Proposals:

The date for receipt of proposals remains July 26, 2024. The hour for receipt of proposals is 3:00 PM (Mountain Daylight Time-Denver).

4) Third Party:

If you have provided a copy of this solicitation to another company or person, please forward this amendment accordingly.

1) Description of amendment details:

a. Foreword—Remove the Foreword in its entirety, and substitute therefor with the attached revised Foreword.

b. In Part I—The Schedule, remove Section 01 33 00 in its entirety, and substitute therefor with the attached revised Section 01 33 00.

c. In Part I---The Schedule, remove Section 31 25 10 in its entirety, and substitute therefore with the attached revised Section 31 25 10.

d. In Part I—The Schedule, remove Section G in its entirety, and substitute therefor with the attached revised Section G.

e. In Part I—The Schedule, remove Section H in its entirety, and substitute therefor with the attached revised Section H.

f. In Part II—Contract Clauses, remove Section I in its entirety, and substitute therefor with the attached revised Section I.

g. In Part IV—Representations and Instructions, remove Section L in its entirety, and substitute therefor with the attached revised Section L.

Foreword - 1 Revised

ANGOSTURA DAM SPILLWAY CONCRETE REPAIR

Pick-Sloan Missouri Basin Program

South Dakota

FOREWORD

Work under these specifications is located approximately ten (10) miles south of Hot Springs, South Dakota, in Fall River County. The dam is located 2.8 miles southwest of US Highway 18 and is accessible via North Angostura Road (County Highway 1A), and North Dam Road.

PRINCIPAL COMPONENTS OF WORK to be performed under these specifications include:

1. Removing and replacing damaged concrete on the downstream face of the spillway.

2. Improving the Angostura Powerplant access road and extending a temporary access road into the river channel downstream of the spillway.

3. Removing the temporary access road from the river channel, to return the river channel area to its natural state.

BACKGROUND:

The Bureau of Reclamation constructed Angostura Dam between 1946 – 1949. Angostura Dam is located on the Cheyenne River approximately 10 miles southeast of Hot Springs, South Dakota and approximately 60 miles south of Rapid City, South Dakota. The dam consists of a 967-foot-long concrete gravity structure and a 1,063-foot-long zoned earth embankment with a hydraulic height of 136 feet and a reservoir storage capacity of 123,048 acre-feet. The 274-foot-wide-by-117-foot-tall spillway is a mass-concrete ogee-crested overflow structure within the concrete portion of the dam, with a total discharge capacity of 247,000 cubic feet per second.

Releases are controlled through five (5) 50-foot-wide-by-30-foot-tall radial gates, which are kept submerged throughout the year to accommodate reservoir operations. The spillway chute increases in slope from 0 to 55 degrees over a length of approximately 110 feet, and at its base is a 180-foot-long-by 10-foot-deep stilling basin that also remains full year-round. The downstream face of the spillway exhibits significant degradation due to freeze-thaw cycling, particularly along the lift lines and contraction joints where slow but constant seepage through the dam contributes to ice accumulation throughout the winter. Also prevalent across the downstream face are large pop-outs caused by the saturation, expansion, and dislodgement of the 6-inch-minus aggregate used in the original concrete.

THE REPAIR PLAN includes the following:

Removing approximately 4,500 total square feet of concrete (in multiple repair locations) to a depth of six inches

Installing lateral reinforcement bars at each of the repair locations

Foreword - 2

Preparing the exposed surfaces for new concrete placement Placing new cast-in-place concrete or shotcrete to the original grade, and trowel-finishing the surface to a tolerance of 1/8-inch (abrupt) or 1/32-inch (gradual) Improving the Angostura Dam access road.

Extending a temporary access road into the river channel downstream of the spillway.

Removal of the temporary access road need not be accomplished by November 30th.

THE PRIMARY ISSUES include the following:

1) Constant seepage under the radial gates and through block joints and lift lines of mass concrete spillway structure.

2) Freeze-thaw cycling above waterline causes delamination and spalling across the downstream face, primarily along the block joints and lift lines.

3) Expansive aggregate popouts (6-inch minus).

4) Previous concrete repairs have failed, and 50% protrude up to ¾ inches above original grade.

5) Rough spillway surface may lead to further damage during high flows.

6) Water will remain on the radial gates during construction

7) Stilling basin has unknown wall seepage and groundwater conditions, as the stilling basin has never been dewatered.

CONSTRUCTION CONSTRAINTS include the following:

• Vehicular and equipment access to the spillway is very limited. The concrete portion of the dam crest is only 9 feet wide, and no vehicular access is permitted across the metal grated bridge deck above the radial gates. Side access is limited to 50 feet away on one side only. An old service road leads to an abandoned powerplant near the river channel downstream, but it is currently inadequate for heavy traffic and does not provide access to the riverbed or stilling basin.

• To avoid potential flood releases through the spillway, the anticipated spillway construction window is between August 15 and November 30.

• The reservoir cannot be lowered during construction, whereby water will remain on the radial gates.

• The stilling basin cannot be dewatered; therefore, material falling into it should be avoided.

• In accordance with State law, the Government may arrange for removal of the long-eared bat, with the implication being that trees may only be cut between November 1st through March 31st of the respective calendar year(s) to build and/or maintain the temporary roadway to the face of the dam.

NOTICE OF INDIAN SMALL BUSINESS ECONOMIC ENTERPRISES SET-ASIDE

(1452.280-1 – FEB 2021):

Under the Buy Indian Act, 25 U.S.C. 47, offers are solicited only from Indian Economic Enterprises (Subpart 1480.8) that are also small business concerns. Any acquisition resulting from this solicitation will be from such a concern. Offers received from enterprises that are not both Indian Enterprises and small business concerns will not be considered and will be rejected.

Offerors are required to self-certify their company is, in fact, an Indian Small Business Economic Enterprise (ISBEE) by completing Provision 1452.280-4 and submitting it with their proposal. Proposals that do not contain completion/certification of Provision 1452.280-4 will not be considered for evaluation or award.

NORTH AMERICAN INDUSTRIAL CLASSIFICATION SYSTEM (NAICS) CODE:

The NAICS Code for this project is 237990 Other Heavy and Civil Engineering Construction, which has a business size standard of $45 million.

MAGNITUDE OF PROJECT:

In accordance with FAR 36.204, the estimated magnitude of this proposed construction project is between $5,000,000 and $10,000,00

TYPE OF CONTRACT:

In accordance with Part 15 of the Federal Acquisition Regulation (FAR), the Bureau of Reclamation intends to award a firm fixed price contract.

PERIOD OF PERFORMANCE:

The period of performance is anticipated to be approximately 955 calendar days. The contractor who receives the award is required to commence work within 10 days of receiving the Notice to Proceed. The period of performance is inclusive of receipt and acceptance of all submittals by the Bureau of Reclamation, as well as final cleanup.

SITE VISIT:

See L.11, 52.236-27 Alt I, of this solicitation.

METHOD OF SUBMISSION OF PROPOSALS:

See Section L of this Solicitation.

POINT OF CONTACT:

All questions and correspondence concerning this solicitation should be submitted via email to Contracting Officer Darlene Dillon at the following email address: DDillon@usbr.gov.

Foreword - 3

Foreword - 4

SYSTEM FOR AWARD MANAGEMENT (SAM):

Any contractor interested in doing business with the Federal Government is required to register in the System for Award Management (SAM) database at https://sam.gov, prior to submitting a proposal. SAM is a federal owned and operated free website. The contractor’s Unique Entity ID (UEI) and banking information are required for registration. Contractors may obtain information on registration and annual confirmation requirements at the SAM website at https://sam.gov.

INVOICE PROCESSING PLATFORM (IPP):

Payment requests for the anticipated contract are required to be submitted electronically through the U.S. Department of Treasury’s Invoice Processing Platform (IPP) system. The IPP website is https://www.ipp.gov. The contractor must use the IPP website to register access and submit requests for payment. Contractor assistance with enrollment can be obtained by contacting the IPP production helpdesk via e-mail at IPPCustomerSupport@fiscal.treasury.gov or by telephone at (866) 973-3131. If the contractor is unable to comply with the requirement to use IPP for submitting invoices for payment, the contractor can submit a waiver request in writing to the Contractor Officer with its proposal. Note: Waivers will be on a case-by-case basis and not automatically granted as determined by the Contract Officer.

Submittals Revised 01 33 00 - 1

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedules for other items of work.

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-12 Decimal Inch Drawing Sheet Size and Format

B. National Institute of Building Sciences (NIBS)

1. NIBS NCS-14 United States National CAD Standards, Version 6

1.03 DEFINITIONS

A. CDMS: Contract Document Management System.

B. Days: Calendar days.

C. Required Submittal Number (RSN): Identifies items to be submitted together as a complete submittal.

D. Submittal Types, as listed in Table 01 33 00A – List of Submittals:

1. A - Action:

a. Government will respond as to adequacy of submittal.

b. Action Submittals: Considered “shop drawings” within the terms of the clause at FAR 52.236-21, Specifications and Drawings for Construction.

2. I - Informational:

a. Government will acknowledge receipt of Informational submittals.

b. Government may reject an Informational submittal when the submittal does not satisfy contract requirements. Contractor shall correct mistakes or deficiencies in rejected Informational submittals and resubmit.

c. Informational Submittals: Considered “shop drawings” within terms of the clause at FAR 52.236-21, Specifications and Drawings for Construction, except that approval by Government is not required.

Angostura Dam Spillway Concrete Repair Amendment No. 0003

Revised 01 33 00 - 2

1.04 SUBMITTAL REQUIREMENTS

A. In case of conflict between requirements of this section and requirements included elsewhere in these specifications, requirements included elsewhere take precedence.

B. General:

1. Prepare in English.

2. Label with contract number and title, and RSN.

3. Measurement Units: US Customary Units.

C. Portable Document Format (PDF) Documents:

1. Optical Character Recognition (OCR).

2. 508 compliant.

3. RSNs having more than one requirement shall be bookmarked.

4. RSNs with requirements for files other than PDF (e.g. .XER, .PLF, .DWGs, etc.)

shall be combined using WINZip.

D. Drawings:

1. Minimum identification in title block:

a. Contract number and title.

b. Contractor’s or supplier’s title and drawing number.

c. Date.

2. Provide space next to title block for review stamps.

3. Size: ANSI D size (22 inches by 34 inches) as defined by ASME Y14.1.

4. Draw to scale using computer drafting.

a. In accordance with NIBS NCS.

b. Electronic file format:

1) Drawings: Compatible with AutoCAD, Version 2018 or later.

2) Digital Terrain Models (DTMs): Compatible with Autodesk Civil 3D, Version 2018 or later.

c. Compile using “eTransmit” utility in AutoCAD.

d. Government will provide electronic AutoCAD format template.

e. Title block and sheet format:

1) Government will supply template.

2) Government will supply specific title block information to be used.

f. Show as-built changes, including revision dates, made during installation.

Indicate changes by clouding.

Spillway Concrete Repair Amendment No. 0003

Spillway Concrete Repair Amendment Number 0003

Submittals Revised 01 33 00 - 3

E. Product Data:

1. Mark manufacturer's data for commercial products or equipment, such as catalog cut sheets.

a. Identify manufacturer's name, type, model, size, and characteristics.

b. Illustrate that product or equipment meets requirements of specifications.

c. Mark items to be furnished in a manner that will photocopy (no highlighter).

d. Strike through items that do not apply.

F. Certifications:

1. Certifications by a registered professional: Signed and sealed by registered professional.

2. Manufacturer’s certifications: Signed by authorized representative of manufacturer.

G. Photographs:

1. Professional quality, 8 inches by 10 inches, color, for each listed view.

a. Include contract number, name of equipment, and view title.

b. Include digital files in .jpeg or similar format.

H. Videos:

1. Include digital file in MP4 format.

2. Submit on USB drive.

1.05 SUBMITTALS PROCEDURES

A. Submit only checked submittals. Submittals without evidence of Contractor's approval will be returned for resubmission.

B. Submit complete sets of required materials for each RSN as specified in “Submittals Required” column in Table 01 33 00A – List of Submittals. A complete set includes all listed items for RSNs with multiple parts.

C. Submit number of sets specified in “No. of sets to be sent:” columns in Table 01 33 00A

– List of Submittals.

1. Submittals identified with “CDMS” in the “Sets to be sent” column shall be submitted electronically in accordance with Section 01 31 30 – Contract Document Management System.

2. Include RSN transmittal letter.

3. Personally Identifiable Information (PII) shall be encrypted using WINZip or Adobe Acrobat before transmitting electronically.

Revised 01 33 00 - 4

4. Submittals received after 5:00 p.m. Mountain Time, shall be documented as received the next business day.

D. Include the following information in transmittal letters:

1. Contract number and title.

2. RSN for each attached submittal.

3. Responsible code.

4. Number of sets for each RSN.

5. Identify submittal as initial or resubmittal.

E. Resubmittal of submittals not approved:

1. Mark changes such that they are readily identifiable and show revision date.

a. Resubmitted drawings shall include a revision block with date.

2. Describe reasons for significant changes in transmittal letter.

3. Resubmit returned submittals within 7 days after receiving comments, unless otherwise directed.

4. Requirements for initial submittals apply to resubmittals.

5. Resubmittals shall be complete submittals without reference to the original submittal.

F. Submit each RSN under a separate transmittal letter. Multiple RSNs submitted under a single letter will be returned for resubmittal.

1.06 REVIEW OF SUBMITTALS

A. Time Required:

1. Submittal review will require 28 days for review of each submittal or resubmittal, unless otherwise specified.

2. Time required for review of each submittal or resubmittal begins when complete sets of materials required for a particular RSN are received and extends through return e-mail date.

B. Time in Excess of Specified:

1. The CO may extend contract completion date to allow additional time for completing work affected by excess review time.

a. Time extension will extend the contract completion date based on the excess review time delay.

b. Time extension will not exceed time used in excess of specified number of days for review of submittals or resubmittals.

Spillway Concrete Repair Amendment No. 0003

Revised 01 33 00 - 5

c. Concurrent days of excess review time resulting from review of two (2) or more separate submittals or resubmittals will be counted only once in extending contract completion date.

2. No time extension will be allowed if Contractor fails to make complete action submittals in sequence and within time periods specified.

3. Adjustment for delay will be made only to the extent that:

a. Approval was required under the contract, and

b. Requests for approval were properly and timely submitted and were approved.

4. Adjustment will be subject to terms of paragraphs (b) and (c) of the clause at FAR 52.242-14, Suspension of Work; however, no such delay shall be deemed to be a “suspension order” as the term is used in that clause.

C. Return of Submittals:

1. Return of submittals will be by CDMS response.

2. Action Submittals: 1 set of submittals required for action will be returned either approved, approved with comments or not approved.

a. Revise and resubmit submittals not approved.

b. Do not change designs without approval of CO after drawings, documentation, and technical data have been approved.

3. Informational Submittals: Government will acknowledge Informational submittals.

a. Informational submittals will not be returned when they satisfy contract requirements.

b. Informational submittals that do not satisfy contract requirements may be returned for resubmittal or additional information may be requested.

1.07 TRANSMITTAL

A. Addresses for codes listed in Table 01 33 00A - List of Submittals:

1. CO: Bureau of Reclamation, Attention MB-5000, address: 2021 4th Avenue North, Billings, MT 59101

2. COR: Bureau of Reclamation, Attention: DK-4000, 515 9th Street 101, Rapid City, SD 57701.

B. E-mail addresses for codes listed in Table 01 33 00A – List of Submittals:

1. CO: ddillon@usbr.gov or the Contracting Officer of record

2. COR: sfritch@usbr.gov or the Contracting Officer’s Representative(s) of record

Spillway Concrete Repair Amendment No. 0003

Revised 01 33 00 - 6

C. Submittals required by specifications, but not listed in Table 01 33 00A – List of Submittals:

1. Submit in accordance with this section.

2. Submit to COR unless otherwise specified.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

Table 01 33 00A – List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer and COR indicates Contracting Officer’s Representative.

RSN

Clause or

Section Title Submittals required

Due date or delivery time

Type* Respon-sible code**

Sets to be sent:*

1 Reporting Executive Compensation and First Tier Subcontract Awards 52.204-10

Certification that executive compensation and subcontract awards were reported

Within 10 days of each report being submitted

I CO CDMS

2 Equal Opportunity 52.222-26

Information required by Executive Order

112246 (SF-100)

Within 30 days following award

I CO CDMS

3 Estimate of Percentage of Recovered Material Content for EPA Designated Items

52.223-9

Certification of Estimate of Percentage of Recovered Material Content for EPA Designated Items delivered and/or used

After completion of the work and prior to final payment

I CO and

COR

CDMS

4 Performance and Payment Bonds - Construction 52.228-15

Performance and Payment Bonds

Within 10 calendar days after award

I CO CDMS

5 Release of Claims 1452.204-70

Release of Claims (DI-

137) against the Government

After completion of the work and prior to final payment

I CO CDMS

6 Liability Insurance 1452.228-70

Acceptable Certificate of Liability Insurance

Prior to commencement of work under the contract

I CO CDMS

7 Personal Identity Verification 52.204-09

SF-85 and OF-306 for each employee and subcontractor employee working on site

Within 10 days after receipt of Notice to Proceed, or at least 10 days before commencing work (for new hires)

I CO CDMS

Spillway Concrete Repair Amendment No. 0003

Submittals 01 33 00 - 7

Table 01 33 00A – List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer and COR indicates Contracting Officer’s Representative.

RSN Clause or Section Title Submittals required Due date or delivery time Type* Respon-sible code**

Sets to be sent:*

8 Payrolls and Basic Records 52.222-8

Copies of all payrolls Weekly for each week of contract performance

I COR CDMS

9 Labor Standards Data 52.222-11

List of subcontractors Within 14 days after award of contract

I COR CDMS

10 Labor Standards Data 52.222-11

Statement and acknowledgement Form (SF-1413) for each subcontract

Within 14 days after award of contract

I COR CDMS

11 Site Security

WBR 1452.237-80

Alt I

Employee information Submitted and accepted at least 28 days before mobilization

A COR CDMS

12 Site Security

WBR 1452.237-80

Alt I

Equipment and vehicles to be brought on site

Submitted and approved at least 28 days before mobilization

A COR CDMS

13 Schedule of Values

GP-1, 52.236-15

Schedule of Values Required for lump-sum items in the Bid Schedule. Submitted and approved before any payment other than bonds and insurance

A COR CDMS

14 Superintendence by the Contractor 52.236-6

Site Superintendent Submitted and accepted at least 28 days before mobilization

A COR CDMS

15 Warranty of Construction 52.246-21, in accordance with

FAR 46.706

Certification of Warranty

After completion of the A CO and CDMS work and prior to COR final payment

Division 1 - General 01 14 10-1 Use of Site Land Use and

Landscape Rehabilitation Plan

Submitted and approved at least 28 days before mobilization

A COR CDMS

01 31 19-1 Project Management and Coordination

Weekly Coordination Meeting Documentation

Weekly I COR CDMS

01 31 30-1 Contract Document Management System

Approval Data Within 7 days of Award A COR CDMS

01 31 30-2 Contract Document Management System

Final Data Within 14 days of completion of work

I COR CDMS

01 32 20-1 Construction Program Baseline Schedule Submitted within 28 days after preconstruction meeting and approved before mobilization

A COR CDMS

01 32 20-2 Construction Program Updated Schedule Monthly A COR CDMS

Spillway Concrete Repair Amendment No. 0003

Submittals 01 33 00 - 8

Table 01 33 00A – List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer and COR indicates Contracting Officer’s Representative.

RSN Clause or Section Title Submittals required Due date or delivery time Type* Respon-sible code**

Sets to be sent:*

01 35 10-1 Safety Data Sheets Complete LHM and

SDS

At least 28 days before jobsite delivery of hazardous material

I COR CDMS

01 35 10-2 Safety Data Sheets Updated LHM and SDS At least 28 days before jobsite delivery of hazardous material not previously listed

I COR CDMS

01 35 20-1 Safety and Health Safety and Health Program

Submitted and accepted before mobilization.

See Section 3 of RSHS

A COR CDMS

01 35 20-2 Safety and Health Respirator User Documentation

Submitted and accepted at least 28 days before beginning on-site work

I COR CDMS

01 35 20-3 Safety and Health Training Certificates Submitted and accepted at least 28 days before beginning on-site work

I COR CDMS

01 35 20-4 Safety and Health Monthly Accident Summary Report

Monthly I COR CDMS

01 35 20-5 Safety and Health Exposure Assessment Form (if applicable)

Submitted and accepted at least 28 days before beginning on-site work

I COR CDMS

01 35 25-1 Marine Work Modular Barge System (if applicable)

Submitted and accepted at least 28 days before beginning on-site work

A COR CDMS

01 35 25-2 Marine Work Hoisting Equipment to be Used on Modular Barge System (if applicable)

Submitted and accepted at least 28 days before beginning on-site work

A COR CDMS

01 35 25-3 Marine Work Barge Certification (if applicable)

Submitted and accepted at least 28 days before beginning on-site work

I COR CDMS

01 35 30-1 Contractor’s On-site Safety Personnel

Qualifications Submitted and accepted at least 28 days before beginning on-site work

I COR CDMS

01 35 30-2 Contractor’s On-site Safety Personnel

Safety Inspection Reports

Monthly I COR CDMS

01 46 00-1 Quality Procedures Contractor Quality Control Program

Submitted and approved at least 28 days before beginning on-site work

A COR CDMS

01 46 00-2 Quality Procedures Contractor’s Daily Reports

Weekly I COR CDMS

01 46 00-3 Quality Procedures Quality Control Supervisor Resume

Submitted and approved at least 28 days before beginning on-site work

I COR CDMS

01 46 00-4 Quality Procedures Contractor’s Quality Testing Plan

Submitted and approved at least 28 days before beginning on-site work

A COR CDMS

01 46 00-5 Quality Procedures Summary of Test Results

Monthly I COR CDMS

Spillway Concrete Repair Amendment No. 0003

Submittals 01 33 00 - 9

Table 01 33 00A – List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer and COR indicates Contracting Officer’s Representative.

RSN Clause or Section Title Submittals required Due date or delivery time Type* Respon-sible code**

Sets to be sent:*

01 46 20-1 Testing Agency Services

Testing Agency Services Plan

Submitted and accepted at least 28 days before mobilization

A COR CDMS

01 51 00-1 Temporary Utilities Temporary Power Plan Submitted and accepted at least 28 days before mobilization

A COR CDMS

01 52 10-1 Field Office Delivery Schedule Within 5 days after notice to proceed

A COR CDMS

01 55 00-1 Vehicular Access and Parking

Initial Digital Video Recording

Submitted and approved at least 28 days before beginning mobilization

I COR CDMS

01 55 00-2 Vehicular Access and Parking

Post Construction Digital Video Recording

At least 2 days before leaving site

I COR CDMS

01 55 00-3 Vehicular Access and Parking

Post Repair Digital Video Recording

Within 14 days of making repairs

I COR CDMS

01 56 10-1 Protection of Existing Installations

Plan for Protecting Existing Installations

Submitted and approved at least 28 days before beginning mobilization

A COR CDMS

01 57 30-1 Water Pollution Control Pollution Prevention Plan

Submitted and approved at least 28 days before beginning on-site work

A COR CDMS

01 57 30-2 Water Pollution Control Spill Prevention, Control and Countermeasure (SPCC) Plan

Submitted and approved at least 28 days before delivery or storage of oil

A COR CDMS

01 57 50-1 Tree and Plant Protection

Protection Plan Submitted and approved at least 28 days before beginning on-site work

A COR CDMS

01 71 20-1 Surveying Surveying Plan Submitted and approved at least 28 days before beginning survey work

A COR CDMS

01 71 20-2 Surveying Resumes Submitted and approved before beginning survey work;

at least 35 days before personnel change

I COR CDMS

01 71 20-3 Surveying Accuracy Check Results

At least 14 days before beginning survey work

I COR CDMS

01 71 20-4 Surveying Completed and Reduced Survey Notes

Within 2 days of completing and reducing notes

I COR CDMS

01 71 20-5 Surveying Quantity Survey Notes and Computations

Accompanying progress payment requests

I COR CDMS

Spillway Concrete Repair Amendment No. 0003

Submittals 01 33 00 - 10

Table 01 33 00A – List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer and COR indicates Contracting Officer’s Representative.

RSN Clause or Section Title Submittals required Due date or delivery time Type* Respon-sible code**

Sets to be sent:*

01 71 20-6 Surveying Workday’s Survey Notes

At conclusion of workday when requested by Government

I COR CDMS

01 74 00-1 Cleaning and Waste Management

Waste Production and Disposal Records

Within 7 days of waste disposal

I COR CDMS

01 74 00-2 Cleaning and Waste Management

Environmental Consultant Resume (if required)

At least 28 days before beginning environmental assessment

I COR CDMS

01 74 00-3 Cleaning and Waste Management

Environmental Site Assessment (if required)

Within 14 days of completion of work

I COR CDMS

01 78 30-1 Project Record Documents

Final As-built Drawings Within 28 days of completion of work

I COR CDMS

Division 2 – Existing Conditions 02 70 10-1 Removal and Control of

Water Removal and Control of Water Plan

Submitted and approved at least 28 days before mobilization

A COR CDMS

Division 3 - Concrete 03 11 10-1 Concrete Forming Formwork Design and

Drawings Submitted and approved at least 28 days before mobilization

A COR CDMS

03 20 30-1 Post-Installed Adhesive Anchors

Anchor Installer Qualifications

Submitted and approved at least 28 days before mobilization

I COR CDMS

03 20 30-2 Post-Installed Adhesive Anchors

Epoxy Grout Approval Data

Submitted and approved at least 28 days before mobilization

A COR CDMS

03 20 30-3 Post-Installed Adhesive Anchors

Epoxy Grout Instructions

Submitted and approved at least 28 days before mobilization

I COR CDMS

03 30 00-1 Cast-in-Place Concrete Approval Data (if applicable)

Submitted and approved at least 28 days before mobilization

A COR CDMS

03 30 00-2 Cast-in-Place Concrete Test Reports (if applicable)

Within 7 days of concrete test completion

I COR CDMS

03 30 06-1 Concrete Replacement Concrete Placement Plan

Submitted and approved at least 28 days before mobilization

A COR CDMS

Spillway Concrete Repair Amendment No. 0003

Submittals 01 33 00 - 11

Table 01 33 00A – List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer and COR indicates Contracting Officer’s Representative.

RSN Clause or Section Title Submittals required Due date or delivery time Type* Respon-sible code**

Sets to be sent:*

03 30 06-2 Concrete Replacement Certifications Submitted and approved at least 28 days before mobilization

I COR CDMS

03 37 10-1 Shotcrete Approval Data (if applicable)

Submitted and approved at least 28 days before mobilization

A COR CDMS

03 37 10-2 Shotcrete Test Reports (if applicable)

Within 7 days of concrete test completion

I COR CDMS

03 81 10-1 Concrete Removal Concrete Removal Plan Submitted and approved at least 28 days before mobilization

A COR CDMS

Division 31 - Earthwork 31 25 10-1 Erosion Control Silt Fence Certifications Submitted and approved at least 28 days before mobilization

I COR CDMS

31 27 32-1 Earthwork for Roadways

NHPA Certification of Gravel Surfacing Material Source

At least 28 days prior to start of placement

I COR CDMS

31 27 32-2 Earthwork for Roadways

Gravel Surfacing Material Gradation

At least 28 days prior to start of placement

I COR CDMS

31 27 32-3 Earthwork for Roadways

Gravel Surfacing Material Weigh Tickets

Within 2 workdays after material delivery

I COR CDMS

31 27 32-4 Earthwork for Roadways

NHPA Certification of Base Course Material Source

At least 28 days prior to start of placement

I COR CDMS

31 27 32-5 Earthwork for Roadways

Base Course Material Gradation

At least 28 days prior to start of placement

I COR CDMS

31 27 32-6 Earthwork for Roadways

Base Course Material Weigh Tickets

Within 2 workdays after material delivery

I COR CDMS

Division 32 – Exterior Improvements 32 92 20-1 Seeding and Soil

Supplements Seeding Plan At least 28 days before furnishing seed

A COR CDMS

32 92 20-2 Seeding and Soil Supplements

Certifications At least 28 days before furnishing seed

I COR CDMS

Division 33 - Utilities 33 42 40-1 Polyethylene Pipe

Culverts Certifications Submitted and approved at least 28 days before mobilization

I COR CDMS

END OF SECTION

Erosion Control Revised 31 25 10 - 1

SECTION 31 25 10

EROSION CONTROL

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Silt Fence:

1. Measurement: Length of silt fence erected.

2. Payment: Unit price offered in Price Schedule A.

B. Silt Fence Repair (OPTION):

1. Measurement: Damaged length of silt fence repaired following an emergency release into the channel.

2. Payment: Unit price offered in Optional Price Schedule B.

1.02 REFERENCE STANDARDS

A. ASTM International (ASTM)

1. ASTM D6461/D6461M-22 Silt Fence Materials

2. ASTM D6462-19 Silt Fence Installation and Maintenance

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 – Submittals.

B. RSN 31 25 10-1, Silt Fence Certifications:

1. Required by ASTM D 6461.

PART 2 PRODUCTS

2.01 SILT FENCE

A. Silt fence, posts, and support fence: ASTM D6461.

PART 3 EXECUTION

3.01 SILT FENCE

A. Erect fence at locations shown on drawings in accordance with ASTM D6462.

B. Use of hay bales is prohibited.

Erosion Control Revised 31 25 10 - 2

3.02 CUT SLOPES

1. Deleted.

3.03 MAINTENANCE AND REMOVAL

A. Silt fence:

1. Inspect daily during road construction and weekly thereafter.

2. Repair damaged fence.

3. Remove sediment in accordance with ASTM D 6462.

B. Replace damaged silt fence.

C. Install additional silt fence as determined by the COR.

END OF SECTION

Spillway Concrete Repair Solicitation No. 140R6024R0007/0003

G - 1 Revised

G – Contract Administration Section Data

G.1 1452.201-70 Authorities and delegations Sep 2011

(a) The Contracting Officer is the only individual authorized to enter into or terminate this contract, modify any term or condition of this contract, waive any requirement of this contract, or accept nonconforming work.

(b) The Contracting Officer will designate a Contracting Officer's Representative (COR) at time of award. The COR will be responsible for technical monitoring of the contractor's performance and deliveries. The COR will be appointed in writing, and a copy of the appointment will be furnished to the Contractor. Changes to this delegation will be made by written changes to the existing appointment or by issuance of a new appointment.

(c) The COR is not authorized to perform, formally or informally, any of the following actions:

(1) Promise, award, agree to award, or execute any contract, contract modification, or notice of intent that changes or may change this contract;

(2) Waive or agree to modification of the delivery schedule;

(3) Make any final decision on any contract matter subject to the Disputes Clause;

(4) Terminate, for any reason, the Contractor's right to proceed;

(5) Obligate in any way, the payment of money by the Government.

(d) The Contractor shall comply with the written or oral direction of the Contracting Officer or authorized representative(s) acting within the scope and authority of the appointment memorandum. The Contractor need not proceed with direction that it considers to have been issued without proper authority. The Contractor shall notify the Contracting Officer in writing, with as much detail as possible, when the COR has taken an action or has issued direction (written or oral) that the Contractor considers to exceed the COR's appointment, within 3 days of the occurrence. Unless otherwise provided in this contract, the Contractor assumes all costs, risks, liabilities, and consequences of performing any work it is directed to perform that falls within any of the categories defined in paragraph (c) prior to receipt of the Contracting Officer's response issued under paragraph (e) of this clause.

(e) The Contracting Officer shall respond in writing within 30 days to any notice made under paragraph (d) of this clause. A failure of the parties to agree upon the nature of a direction, or upon the contract action to be taken with respect thereto, shall be subject to the provisions of the Disputes clause of this contract.

(f) The Contractor shall provide copies of all correspondence to the Contracting Officer and the COR.

G - 2 Revised

(g) Any action(s) taken by the Contractor, in response to any direction given by any person acting on behalf of the Government or any Government official other than the Contracting Officer or the COR acting within his or her appointment, shall be at the Contractor's risk.

G.2 WBR 1452.201-80 Contracting Officer’s Representative’s Authorities May 2018 and Limitations

a) Performance of the work under this contract shall be subject to the technical direction of the Reclamation Contracting Officer's Representative (COR). The term “technical direction” is defined to include, without limitation:

(1) Inspecting and accepting or rejecting work performed under the contract.

(2) Representing the Government in technical phases of the work. The COR is responsible for the technical administration of the contract and will provide instructions and interpretations to the Contractor on all technical matters relating to the contract. The COR will supervise or oversee all Government technical and administrative personnel assigned to assist the COR.

(3) Reviewing and, where required by the contract, approving submittals of technical data, shop drawings, samples, literature, plans, or other data required to be delivered by the Contractor to the Government.

(b) The Contractor will receive a copy of the written COR designation from the Contracting Officer. It will specify the extent of the COR's authority to act on behalf of the Contracting Officer.

(c) Technical direction must be within the scope of work stated in the contract. Only the Contracting Officer is authorized to determine if a change is within the scope of the contract;

therefore, the COR does not have the authority to, and may not, issue any technical direction that

(1) Constitutes a direction of additional work outside the Contract requirements;

(2) Constitutes a change as defined in the contract clause entitled “Changes;”

(3) In any manner causes an increase or decrease in the total contract cost, or the time required for contract performance;

(4) Changes any of the expressed terms, conditions or specifications of the contract; or

(5) Interferes with the Contractor's right to perform the terms and conditions of the contract.

(d) All technical direction shall be issued in writing by the COR.

(e) The Contractor must proceed promptly with the performance of technical direction duly issued by the COR in the manner prescribed by this clause and within its authority under the provisions of this clause. If, in the opinion of the Contractor, any instruction or direction by the COR falls within one of the categories defined in (c)(1) through (c)(5) of this clause, the Contractor must not proceed and must notify the Contracting Officer in writing within five (5) working days after receipt of any such instruction or direction and must request the Contracting Officer to modify the contract accordingly. Upon receiving the notification from the Contractor, the Contracting Officer must -

(1) Advise the Contractor in writing after receipt of the Contractor's letter that the technical direction is within the scope of the contract effort and does not constitute a change under the Changes clause of the contract; or

(2) Advise the Contractor that the Government will issue a written change order.

(f) A failure of the Contractor and Contracting Officer either to agree that the technical direction is within the scope of the contract or to agree upon the contract action to be taken with respect to the technical direction will be subject to the provisions of the clause entitled “Disputes.”

G.3 DOI-AAAP-0028 Electronic Invoicing and Payment Requirements Feb 2021

- Invoice Processing Platform (IPP)

Payment requests must be submitted electronically through the U. S. Department of the Treasury's Invoice Processing Platform System (IPP).

"Payment request" means any request for contract financing payment or invoice payment by the Contractor. To constitute a proper invoice, the payment request must comply with the requirements identified in the applicable Prompt Payment clause included in the contract, or the clause 52.212-4 Contract Terms and Conditions - Commercial Items included in commercial item contracts. The IPP website address is: https://www.ipp.gov.

Under this contract, the following documents are required to be submitted as an attachment to the IPP invoice

• Construction Invoice (MB Form)

• Monthly Certificate of Labor Conformance (MB Form)

• Subcontractor / Supplier Payment Summary (MB Form)

• Final Payment Only - Release of Claims (DI 137)

The Contractor must use the IPP website to register access and use IPP for submitting requests for payment. The Contractor Government Business Point of Contact (as listed in SAM) will receive enrollment instructions via email from the Federal Reserve Bank of St. Louis (FRBSTL) within 3 - 5 business days of the contract award date. Contractor assistance with enrollment can be obtained by contacting the IPP Production Helpdesk via email IPPCustomerSupport@fiscal.treasury.gov or phone (866) 973-3131.

G - 3

G - 4 Revised

If the Contractor is unable to comply with the requirement to use IPP for submitting invoices for payment, the Contractor must submit a waiver request in writing to the Contracting Officer with its proposal or quotation.

Note – Contractors will be required to submit their proposed invoice documents to the COR. Once the invoice documents have been reviewed and recommended for payment by the COR, the CO/CS will send a validation of the invoice to the contractor for submission/uploading to IPP.

G.4 DOI-AAAP 0050 V2 NOTICE TO CONTRACTORS - DEC 2015

CONTRACTOR PERFORMANCE ASSESSMENT

REPORTING SYSTEM

(a) FAR 42.1502 directs all Federal agencies to collect past performance information on contracts. The Department of the Interior (DOI) has implemented the Contractor Performance Assessment Reporting System (CPARS) to comply with this regulation. One or more past performance evaluations will be conducted in order to record your contract performance as required by FAR 42.15.

(b) The past performance evaluation process is a totally paperless process using CPARS. CPARS is a web based system that allows for electronic processing of the performance evaluation report.

Once the report is processed, it is available in the Past Performance Information Retrieval System (PPIRS) for Government use in evaluating past performance as part of a source selection action.

(c) We request that you furnish the Contracting Officer (CO) with the name, position title, phone number, and email address for each person designated to have access to your firm's past performance evaluation(s) for the contract no later than 30 days after award. Each person granted access will have the ability to provide comments in the Contractor portion of the report and state whether or not the Contractor agrees with the evaluation, before returning the report to the Assessing Official (AO). Information in the report must be protected as source selection sensitive information not releasable to the public.

(d) When your Contractor Representative(s) are registered in CPARS, they will receive a automatically generated email with detailed login instructions. Further details, systems requirements, and training information for CPARS is available at https://www.cpars.gov/.

(e) Within 60 days after the end of a performance period, the AO will complete an interim or final past performance evaluation, and the report will be accessible at https://www.cpars.gov/. (1) Contractor Representatives may then provide comments in response to the evaluation, or return the evaluation without comment. (2) Your comments should focus on objective facts in the AO's narrative and should provide your views on the causes and ramifications of the assessed performance. (3) All information provided should be reviewed for accuracy prior to submission.

(4) If you elect not to provide comments, please acknowledge receipt of the evaluation by indicating "No comment" in the space provided, and then selecting “Accept the Ratings and Close the Evaluation”. (5) Your response is due within 60 calendar days after receipt of the

G - 5 Revised

CPAR. On day 15, the evaluation will become available in PPIRS-RC marked as “Pending” with or without comments and whether it has been closed. (6) If you do not sign and submit the CPAR within 60 days, it will automatically be returned to the Government and will be annotated:

"The report was delivered/received by the contractor on (date). The contractor neither signed nor offered comment in response to this assessment."

(f) The following guidelines apply concerning your use of the past performance evaluation: (1) Protect the evaluation as source selection information. After review, transmit the evaluation by completing and submitting the form through CPARS. If for some reason you are unable to view and/or submit the form through CPARS, contact the CO for instructions. (2) Strictly control access to the evaluation within your organization. Ensure the evaluation is never released to persons or entities outside of your control. (3) Prohibit the use of or reference to evaluation data for advertising, promotional material, pre-award surveys, responsibility determinations, production readiness reviews, or other similar purposes.

(g) If you wish to discuss a past performance evaluation, you should request a meeting in writing to the CO no later than seven days following your receipt of the evaluation. The meeting will be held in person or via telephone or other means during the 60-day review period.

(h) A copy of the completed past performance evaluation will be available in CPARS for your viewing and for Government use supporting source selection actions after it has been finalized.

H - 1 Revised

Section H – Special Contract Requirements

H.1 GP-1 Schedule of Values JUL 2019

(a) Definitions. “Schedule of Values” means the clearly definable tasks, and the cost associated with each of those tasks, which comprise the total work effort required to complete a lump sum contract line item. Except for the Mobilization and Preparatory Work line item, the Contractor shall submit a Schedule of Values for review and acceptance for all lump-sum Contract Line Item Numbers listed in Section B. The Schedule of Values will be used to assess the intermediate value of work completed for the purpose of making progress payments. (See Construction

H.2 WBR 1452.242-80 Postaward Conference – Bureau of Reclamation Mar 2022

(a) Prior to the contractor starting work, a postaward conference (as described in FAR Subpart 42.5), will be convened by the contracting activity or contract administration office. The contractor's project manager shall attend the conference. If the contract involves subcontractors, a representative of each major subcontractor is also required to attend.

(b) The conference will be held via TEAMS and scheduled by the Contracting Officer.

(c) The contracting officer and the contractor will agree to the date and time of the conference after award of the contract. In event of a conflict in schedules, the contracting officer shall establish the date for the conference.

(d) The contractor shall not be entitled to the reimbursement any costs associated with attendance at the conference beyond the agreed-to contract price.

I - 1

Section I – Contract Clauses

I.1 52.252-2 Clauses Incorporated by Reference Feb 1998 This contract incorporates one…