W912QR20Q0038 0002.pdf

CIVIL/OPS/ENVIRONMENTAL BR

ATTN: JESSICA MCCALL

600 DR M L KING JR PL RM 821

LOUISVILLE KY 40202-2236

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

a. In order to provide more clarif ication on the project specif ications, we are adding the term that the core drill for four (4) vertical holes at eight (8) different f loating mooring bits are 10 inches in diameter.

b. Amended drawings have also been included to match this specif ication.

c. All other terms and conditions remain the same.

d. the due date has not been extended as a result of this amendment.

1. CONTRACT ID CODE PAGE OF PAGES

1 7

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

16C. DATE SIGNED

BY

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 W912QR20Q0038

X 9B. DATED (SEE ITEM 11)

13-Mar-2020

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, 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.)

As a result of Amendment 0002, Solicitation W912QR20Q0038 for Floating Mooring Bit Concrete Core Drilling at JT Myers Locks and Dam in Mt. Vernon, Indiana is hereby amended as follows:

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

19-Mar-2020

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE 964860

FACILITY CODECODE

EMAIL:TEL:

W912QR20Q0038

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 20 00 - INSTRUCTIONS FOR PROCUREMENT

The following have been modified:

SCOPE OF WORK

Ohio River

JT Myers Locks & Dam Floating Mooring Bitt Concrete Core Drilling

Amendment 0001 highlighted in yellow 03/17/2020 Amendment 0002 is highlighted in green 03/18/2020

1. GENERAL

I. Scope of Work: This contract will be to core drill four (4) vertical (10 inch diameter) holes at eight

(8) different floating mooring bitts per design drawings attached to this contract. Core drilling will be as per the drawings from elevation 362.00 to 305.00. Stations can be referenced on the attached drawing ON-200.1/5.

II. Completion Dates: All core drilling will be completed within 80 calendar days after NTP.

III. Corps of Engineers Inspection: Corps of Engineers personnel shall be allowed to inspect the progress of any portion of this project.

IV. Technical Point of Contact (TPOC): All technical questions regarding this contract shall be directed to Chris Magee by telephone: (502) 315-6684, or email: Christopher.R.Magee@usace.army.mil.

V. Days and Hours of Work: All work will be done during the hours of 0700-1700 Central Time. Work on weekends or federal holidays will be determined by Lock Master.

VI. Work Site Address: The contractor will be working at JT Myers Locks and Dam.

JT Myers Locks and Dam 16501 Raben Road

Mt Vernon, IN 47620

VII. Project Point Of Contact:

Lockmaster: Dallas Jackson

JT Myers Locks and Dam 16501 Raben Road

Mt Vernon, IN 47620 Phone number: (812) 838-5836

E-mail: Dallas.W.Jackson@usace.army.mil mailto:Dallas.W.Jackson@usace.army.mil

2. RESPONSIBILITIES AND SITE CONDITIONS

I. Contractor shall be fully responsible for the purchase/rental, delivery, and placement of necessary equipment to complete the job without assistance from the lock staff.

II. Contractor shall verify core drill locations with Lock Master and Technical Representative prior to starting.

III. Any requests for use of lock equipment must be directed to and approved by the Technical Representative.

IV. Fueling of equipment will follow all local, state and federal Spill Prevention and Countermeasure (SPCC) regulations. Fuel shall not be provided by the Government.

V. Existing break areas, offices, latrines, and showers are not available for the contractor's use. It is recommended that the contractor bring portable restrooms and a break room.

VI. Parking of vehicles is to be coordinated with the Lock Master before the first day of drilling.

VII. All deliveries will be coordinated with the Lockmaster at least 48 hours in advance.

VIII. The contractor is also responsible for the timely and proper disposal of all waste and removed materials related to their repairs from the facility each day.

3. DRAWINGS

*****The construction process shall conform to the attached drawings, which forms a part of these specifications. *****

Sheet Title and Description G-000 G-100 G-101

Cover sheet General notes and index Photos and typical guide section key

S-100 Existing guide recess core drilling plan

OU-200.1/1 Monolith layout OU-200.1/3 Gallery Layout OU-200.1/5 Wall Armor and Appurtenances (SHEET 1) OL-200.1/16 Monoliths R-34 thru R-36

OL-200.1/17

OL-200.1/19

OL-200.1/20

OL-200.1/22

Monoliths R-37 thru R-40 Monoliths R-45 thru R-48 Monoliths R-49 thru R-53 Monoliths R-58 thru R-61

OL-200.1/23 Monoliths R-62 thru R-66 OL-200.1/140 Miscellaneous Metals Floating Mooring Bitt General Arrangement And

Details

A. General conditions

1. Contract will consist of core drilling as shown on s-100 (in preparation of government performed wire cutting)

2. All dimensions and elevations shown on the structural drawings shall be verified by the contractor. All changes or variances shall be approved by the government.

3. Governing codes:

a. Concrete sawing and drilling association (csda-c-101, latest addition)

b. EM 385-1-1, safety and health requirements manual

4. Contractor is responsible to visually field verify the existing conditions prior to the start of any work affecting the drilling operations. Contractor is to report any changes or discrepancies from those shown by the government.

5. The area of drilling shall not exceed the extents shown on the contract drawings.

B. Tolerance - horizontal deviation shall not exceed 1/2" per height (56'-1 3/4")

C. The floating mooring bitt recesses are protected by removable safety chains. The contractor is to remove and reattach these safety chains as necessary to perform the contract work. The contractor shall adhere to EM 385 1- 1, "Safety and Health Requirement Manual" in regards to fall protection and securing the area from accidental falls. When not working on site, the contractor is responsible re-installing the safety chains, or erecting a temporary barrier.

4. WORKMANSHIP

I. General: Workmanship shall be of the highest grade in accordance with the best modern practices to conform to the specifications and drawings.

II. Quality Control: The Contractor shall establish and maintain a quality control system to assure compliance with the contract requirement. The Contractor’s Quality Control staff will ensure that workmanship is of the highest quality and provide documentation that supports this quality for all work performed by the Contractor, any Sub-Contractor, Fabricator or Supplier.

5. SUBMITTALS

I. Contractor shall submit quality control plan per 4-II under workmanship.

II. Contractor shall submit a construction execution schedule for verification from Lock Master.

6. PAYMENTS

Payment will be made by Electronic Funds Transfer (EFT), upon acceptance of the completed work and providing final invoice. Invoices shall be mailed to:

JT Myers Locks and Dam Attn: Dallas Jackson, Lockmaster 16501 Raben Road Mt Vernon, IN 47620

7. WAGE RATES

The U.S. Department of Labor (DoL) wage rates apply to this work and are included. The Contractor is required to provide payroll documentation for all work performed under this Contract.

8. TIME EXTENS IONS FOR UNUSUALLY SEVERE WEATHER ER 415-1-15

This provision specifies the procedure for the determination of the time extensions for unusually severe weather in accordance with the contract clause entitled "Default (Fixed Price Construction)" FAR 52.249-10 in section 00 70 00 of the base contract. In order for a time extension, the following conditions must be satisfied:

The weather experienced at the project site during the contract period must be found to be unusually severe. That is, more severe than the adverse weather anticipated for the project location during any given month. If, in the judgment of the Contracting Officer, the findings of fact warrant such action, the time for completing the work shall be extended. The delay must be beyond the control and without the fault or negligence of the contractor.

The following schedule of the monthly anticipated adverse weather delay is based on the national oceanic and atmospheric administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The contractor's progress schedule must reflect these anticipated adverse weather delays in all-weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON (5)

DAY WORK WEEKS

JAN FEB MAR APR MAY JUN JUL

16 12 7 5 4 4 4

Upon acknowledgment of the notice to proceed (NTP) and continuing throughout the contract, the contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual or more of the contractor's scheduled work day. The number of actual adverse weather delay days must prevent work on critical activities for 50 percent weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated, listed above, the contracting officer will convert any qualifying delays days, and issue a modification in accordance with the contract clause entitled to calendar days, giving full consideration for equivalent fair weather work "payments under fixed price construction contracts".

9. SAFETY

The Contractor shall complete all work in accordance with the most current U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1, in addition to the current provisions of the Occupational Safety and Health Act, and all applicable Federal, State and local laws, codes and regulations. The Contractor shall submit a safety plan in writing prior to any on-site work. The safety plan may be turned in by the time of the pre-work conference.

Personal Protective Equipment (PPE) and Apparel. Protective apparel and equipment, as identified in the AHA, shall be provided to eliminate or minimize safety hazards to personnel. As a minimum, each employee shall wear a sleeved shirt, long trousers, and safety-toe shoes or boots during all contract work. Hard hats, face shields, safety glasses with side shields, or goggles, and hearing protection shall be worn by employees when required by the Safety Manual. Fire extinguisher(s) and first aid kit(s) meeting the Safety Manual standards shall also be provided an easily accessible to all employees.

http://www.publications.usace.army.mil/Portals/76/Publicat ions/EngineerManuals/EM_385-1- 1.pdf

10. SECURITY

All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities, controlled access areas, or require network access, shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Upon request, the contractor shall submit http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf certificates of completion for each affected contractor employee and subcontractor employee, to the Technical Point of Contact or to the Contracting Officer, within 5 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website: http://jko.jten.mil/courses/atl1/launch.html; or it can be provided by the RA ATO in presentation form which will be documented via memorandum.

All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the TPOC NLT 5 calendar days after the completion of the training.

All new contractor employees will complete Level I OPSEC Training within 30 calendar days of their reporting for duty. Additionally, all contractor employees must complete annual OPSEC awareness training. The contractor shall submit certificates of completion for each affected contractor and subcontractor employee, to the TPOC or to the contracting officer (if a TPOC is not assigned), within 5 calendar days after completion of training. OPSEC awareness training is available at the following websites: https://www.iad.gov/ioss/ or http://www.cdse.edu/catalog/operations-security.html; or it can be provided by the RA OPSEC Officer in presentation form which will be documented via memorandum.

All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award

11. ACCIDENT REPORTING

The Contractor shall maintain accurate accident records and report all accidents as prescribed by the TPOC. Accidents shall be reported within twenty-four (24) hours of occurrence (not including weekends and holidays), and all serious accidents (those resulting in death or injury requiring medical attention or lost time) shall be reported immediately.

12. DAMAGE REPORTS

In all instances where Government property, equipment, natural features, landscape, or trees are damaged by contract employees, an immediate notification shall be made to the TPOC. A full report of the incident and extent of such damage shall be submitted to the TPOC within two (2) calendar days of occurrence, excluding weekends and holidays.

13. CONTRACT EMPLOYEES

All contract employees shall conduct themselves in a proper and courteous manner at all times.

Contract employees shall comply with all provisions of Title 36, Chapter III, Part 327, CFR and obey all posted signs and regulations in the performance of work under this contract. Being under the influence of or consuming alcoholic beverages or any controlled substances by the Contractor or employees while on duty is prohibited.

DRAWINGS

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S I

G-000

LOUISVILLE DISTRICT

of Engineers

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICAL RECOMMENDATION

Quality Control

Approval Recommended: *

PE/A

Approved: *

THE SCOPE OF THIER EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN

LOUISVILLE DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,

Reviewed by:*

DATE

DATE

DATEENGINEERING DIVISION, CHIEF

John Bock, P.E.

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICAL RECOMMENDATION

Quality Control

Approval Recommended: *

PE/A

Approved: *

THE SCOPE OF THIER EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN

LOUISVILLE DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,

Reviewed by:*

DATE

DATE

DATEENGINEERING DIVISION, CHIEF

John Bock, P.E.

OHIO RIVER

FLOATING MOORING BITT RECESS REPAIRS

P2 128624 FY 21

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CORE DRILLING CONTRACT

SOLICITATION NO:

CONTRACT NO: TBD

ISSUE DATE: NOV 2019

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OFFICER REPRESENTATIVE.

THE SAFETY CHAINS, OR ERECTING A TEMPORARY BARRIER AS APPROVED BY THE CONTRACTING

ACCIDENTAL FALLS. WHEN NOT WORKING ON SITE, THE CONTRACTOR IS RESPONSIBLE RE-INSTALLING

REQUIREMENTS MANUAL" IN REGARDS TO FALL PROTECTION AND SECURING THE AREA FROM

CONTRACT WORK. THE CONTRACTOR SHALL ADHERE TO EM 385-1-1, "SAFETY AND HEALTH

CONTRACTOR IS TO REMOVE AND REATTACH THESE SAFETY CHAINS AS NECESSARY TO PERFORM THE

THE FLOATING MOORING BITT RECESSES ARE PROTECTED BY REMOVABLE SAFETY CHAINS. THE C.

TOLERANCE - HORIZONTAL DEVIATION SHALL NOT EXCEED 1/2" PER HEIGHT (56'-1 3/4")B.

THE AREA OF DRILLING SHALL NOT EXCEED THE EXTENTS SHOWN ON THE CONTRACT DRAWINGS.5.

CHANGES OR DISCREPANCIES FROM THOSE SHOWN BY THE GOVERNMENT.

START OF ANY WORK AFFECTING THE DRILLING OPERATIONS. CONTRACTOR IS TO REPORT ANY

CONTRACTOR IS RESPONSIBLE TO VISUALLY FIELD VERIFY THE EXISTING CONDITIONS PRIOR TO THE 4.

EM 385-1-1, SAFETY AND HEALTH REQUIREMENTS MANUALB.

CONCRETE SAWING AND DRILLING ASSOCIATION (CSDA-C-101, LATEST ADDITION)A.

GOVERNING CODES: 3.

THE CONTRACTOR. ALL CHANGES OR VARIANCES SHALL BE APPROVED BY THE GOVERNMENT.

ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED BY 2.

PERFORMED WIRE CUTTING).

CONTRACT WILL CONSIST OF CORE DRILLING AS SHOWN ON S-100 (IN PREPARATION OF GOVERNMENT 1.

GENERAL CONDITIONSA.

GENERAL NOTES:

= WITHW/

= VERTICALVERT

= TYPICALTYP

= SPACINGSPA

= PLACESPLCS

= PLATEPL

= OPENINGOPNG

= ON CENTEROC

= LONG LEG HORIZONTALLLH

= FLOATING MOORING BITTFMB

= EXISTINGEXIST

= EACH SIDEES

= ELEVATIONELEV

= CLEARCLR

= CORROSIVECORR

= CONTRACTING OFFICER'S REPRESENTATIVECOR

= CONCRETECONC

= CENTERLINECL

ABBREVIATIONS

LOCK WALL

FACE OF EXISTING

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EL. ± 305.00

EL. 362.00

TYPICAL GUIDE SECTION - KEY

NO SCALE

S-100

NO SCALE

NO SCALE

NO SCALE

NO SCALE

PHOTO #1 - SOUTH LOCK

PHOTO #4 - FLOATING MOORING BITT (TYP) PHOTO #5 - FLOATING MOORING BITT RECESS (TYP) 3/8"=1'-0" 6'4'2'0

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PHOTO #2 - FLOATING MOORING BITTS R36 & R37 PHOTO #3 - FLOATING MOORING BITTS R62 & R63

R63 STA 0+30 DS ONLY

EL. ± 308.00 FOR FMB

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/ EXIST EMBEDDED

/ STEEL FRAMING

EXIST MOORING

BITTROLLER

SLOT STEEL

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FACE OF EXIST LOCK WALL _/

EXISTING GUIDE RECESS CORE DRILLING PLAN -AT TOP OF WALL (EL 362.00)

1"=1'-0"

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA4%

EXIST EMBEDDED

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ELEV = 362.00

TOP OF WALL

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EXIST MOORING BITT

ROLLER SLOT STEEL

CORE DRILL BOTTOM

ELEV± 305.00

ELEV± 308.00 FOR FMB

R63 STA0+30 DS ONLY

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(End of Summary of Changes)