Amendment_0002_W912QR19T0095.pdf

CIVIL/OPS/ENVIRONMENTAL BR

ATTN: KURT EGNER

600 DR M L KING JR PL, RM 821

LOUISVILLE KY 40202-2236

W22W9K91775744

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

The Scope of Work has been amended to clarify requirement. The changes for Amendment 0002 are highlighted in yellow . Changes from Amendment 0001 remain in red font.

1. CONTRACT ID CODE PAGE OF PAGES

J 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 W912QR19T0095

X 9B. DATED (SEE ITEM 11)

19-Jul-2019

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 X 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 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 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.)

10A. MOD. OF CONTRACT/ORDER NO.

U0002

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

01-Aug-2019

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:

W912QR19T0095

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The following have been modified:

PRICE BREAKOUT SCHEDULE

Line Item Description of Supplies & Services U/I Total 0001 Dewater Stilling Basin - Supply cranes, operators, riggers, signalmen, pumps, and equipment as listed in SOW.

Job

0002 Slush Grouting Retreat Channel - Slush grout approximately 8000 Sq.Ft. of the Rip- Rap lined retreat channel as listed in SOW.

Job

TOTAL

SECTION 00 20 00 - INSTRUCTIONS FOR PROCUREMENT

The following have been modified:

SCOPE OF WORK

Request for Quote Caesar Creek Lake U.S. Army Corps of Engineers

4020 Clarksville Road Waynesville, OH 45068

Phone: 513-897-1738 Fax: 513-897-3702

Point of Contact: Leonard Bakker, Maintenance Leader

Please provide a quotation on the following items. Your quote must be submitted in writing using your company letterhead or quote form no later than 10:00 AM ET 09 August 2019.

1. Supply (2) 10” Pumps, (1) 6” Pump and (1) 4" Portable Trash Pump, with Skid & Lifting Brackets/Trailered for Rental Agreement.

2. Supply (2) 60 Ton Rough Terrain Cranes with Minimum boom length of 100' manned with (1) Operator,

(1) Rigger, and (1) Signalman per crane for up to (1) week.

3. Slush Grout up to Approximately 8000 Sq.Ft. of Rip-Rap lined retreat channel.

Location:

U.S. Army Corps of Engineers (USACE), Caesar Creek Lake, Waynesville, Ohio

Scope of Work:

1. The purpose of this scope is to provide a quote for the Caesar Creek Lake Stilling Basin Dewatering project.

The water dams to be used on this project will be furnished by USACE. Two ten inch 10” portable pumps (one will be a standby setup), one 6” portable pump, and one 4" portable trash pump are to be used to fill the water dams and for other needs. Provide 8” pipe for free flow drain from side creek, piping will be built into a sandbag dam that the staff will build. Contractor will run pipe 100 feet downstream along sidewalk and rocks and to provide assembly and disassembly of skids with lifting bracket. Provide 300 feet of discharge hose and 50 feet of hydraulic hose for each pump. Provide a person to man pumps during the two days from 0700 to 1600 and an evening/night pump manager to ensure pumps are working continually and staying fueled to ensure the water is pumped down to required levels at a specified time. The work will take place in the Tailwater Recreation Area below Caesar Creek Lake Dam.

2. Set and remove one 10” and one 6” hydraulic pump, boxes, smaller pumps, sandbags, equipment, water bag dams, hoses and attachments and the use of a bucket or box to relocate fish captured in Stilling Basin. Fish will be gathered by USACE personnel and placed downstream of the Stilling Basin Retreat Channel that is located in the Tail water Recreation Area below Caesar Creek Dam. Bucket or box will also be used to move equipment and or sand bags for the project personnel during crane operations, box will also be utilized for rock and gravel removal from channel and stilling basin. No larger than a 1yd concrete bucket will be used to place materials i.e. sand or gravel in the Retreat channel. Limited space is available for Crane set-up and the access road to get down to stilling basin. Cranes will be set up at two different locations per attached map, one crane will be utilized at the stilling basin to work with the pumps and removal of the rock and gravel from the basin and also lift the fish from basin. Second crane will be downstream approximately 180 feet and will be utilized to place the contractor provided 2 each 50 foot long water bags to dam up the creek, move pumps, sand bags, gravel and assist with moving the fish downstream over the water dam. The purpose of this scope is to provide a quote for two rough terrain Cranes 60 tons. The Crane shall have a minimum Boom Length 100’.

a. Delivery and Setup of crane shall be within seven calendar days of receiving the Notice to Proceed. (Crane to be onsite no later than 0800 EDT prepared for lifts)

b. On days where dewatering is to be performed, Crane Personnel are to be on site prepared for lifts at 0800 EDT.

c. This dewatering process is expected to take 3 days at the minimum and 7 days maximum. USACE personnel will be conducting inspection and repairs required, the contractors roll in this first half of project is to supply crane and crews as stated herein, and set up and remove equipment as directed by the TPOC.

3. Upon completion of dewatering process listed above, the contractor shall slush grout both sides of the retreat channel, up to a maximum area of approximately 8000 square feet, as directed by Park Manager (Jim O'Boyle, 513- 897-1738.) The areas designated to be grouted are shown on the attached photo (Appendix A). The concrete sand grout mixture shall be the responsibility of the Contractor. Mixture proportions shall be submitted for review two (2) days prior to being used under this contract. The approved grout mixture proportions shall not be changed without approval. The air content shall be between 5.0 and 8.0 percent. The specified compressive strength shall be 3000 psi at 28 days. The water cement ratio shall be 0.45-0.55. The slump of the grout mix shall be 7 inches plus or minus 1 inch. The grout shall be placed and worked into the top course of stone such that the interstitial voids are filled to a minimum depth of eight inches and the top of the exposed rock surfaces do not extend more than six inches out of the slush grout. Stone protection shall be grouted where indicated on the drawings or otherwise required by the Contracting Officer. The grout shall be mixed in an approved concrete or mortar mixer. Mixing time shall be as necessary to produce a mixture having a consistency such as to permit gravity flow into the interstices of the stone protection with the help of limited rodding. The grout shall be placed in the work within the period of 0.5 hour after mixing unless an approved retarder is used, in which case the grout shall be placed within 1.5 hours after mixing.

Re-tempering of the grout will not be permitted. A water reducing admixture (WRA) may be used in the grout to increase the consistency and facilitate placement of the grout. Prior to grouting, all surfaces of the stones protection shall be pressurized and prepped. Grout shall be placed in final position into the voids between the larger stones by means of a tremie, pump hose, or similar procedure to the maximum practicable extent, supplemented by rodding.

Grout on the surfaces of the larger stones shall be removed with stiff stable brooms. Generally, grouting shall proceed up the slope. After completion, no workmen shall be permitted on the grouted surface for a period of at least 24 hours. The grouted surface shall also be protected from rain and flowing water for a period of at least 24 hours.

Grouted stone protection shall be cured by keeping the surface continuously wet for a period of not less than 7 days.

a. The contractor will remove all demolition debris and left over construction debris to a site licensed to receive/recycle construction debris. The contractor is responsible for any waste disposal and any permits and fees associated with disposal.

b. The contractor is responsible for obtaining any permits, conducting any tests or inspections, and paying any associated fees necessary to haul materials; repair, and grout areas at Caesar Creek Lake, Waynesville, OH. All work shall be coordinated through the Technical Point of Contact (TPOC) Leonard Bakker and Park Manager, Jim O'Boyle, 513-897-1738.

c. The contractor shall be responsible for their own measurements and calculations.

d. The contractor shall furnish the Park Manager with a minimum of 1-year warranty or standard warranty whichever is greatest on any labor/materials for any defect.

Site Visit: The Scope of Work only contains approximate measurements for reference. Each offeror should visit the job site and assume responsibility for lift plan, critical dimensions and work conditions used to calculate a quote.

A site visit can be scheduled by contacting Leonard Bakker, 513-897-1738.

General Requirements:

Price quote to include delivery of equipment to job site and pick up upon completion of rental agreement. Initiation of delivery must be coordinated with the Park Manager or his designee.

Reference Photographs: See attached reference photos in Appendix A.

Submittals. The Contractor submittals shall be furnished in accordance with the specifications. All listed items shall be submitted for Government approval by the TPOC. Associated work items shall not be performed until receiving approval from the TPOC. TPOC shall provide a response to the submittals within 15 days of receipt.

a. Accident Prevention Plan (APP)

b. Activity Hazard Analysis (AHA)

c. Project Schedule

d. LHE submittals, IAW TP1.3, Safety.

Property Damage and Notification: The contractor shall use reasonable care to avoid damaging existing buildings, equipment, facilities, and structures during the performance of the specified work. If the Contractor, Contractor employees, or persons acting on behalf of the Contractor fail to use reasonable care and Government property is damaged, the contractor shall repair or replace the damaged property at no expense to the Government. Property damage caused by the Contractor or persons/employees acting on behalf of the Contractor shall be reported to the Park Manager/TPOC on the day of occurrence or on the first working day following the occurrence.

Work Delays/Interference: Equipment malfunctions/breakdowns or other situations adversely affecting the performance of contract work shall be promptly reported to the Park Manager/TPOC. However, the reporting of such situations shall not be constructed as an excuse for not performing the specified work before the required completion time.

Laws, Rules, and Regulations: The Contractor and employees of the Contractor will comply with all applicable Federal, State, and local laws, rules and regulations while performing the specified work.

Safety: Performance of all services shall assure complete safety to public visitors, Government employees, Contractor employees, and all other persons in the area. The Contractor shall comply with any pertinent requirements contained in the Corps of Engineers Safety Manual (EM 385-1-1), current at the time of award and any subsequent revisions to that document. Furthermore, the Contractor shall comply with pertinent occupational safety and health standards as required by the Occupational Safety and Health Administration (OSHA). The complete safety manual with appendices can be reviewed at the following Internet address:

https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_ 385-1-1.pdf

Personal Protective Apparel and Equipment: The Contractor shall provide Contractor personnel with any personal protective apparel and equipment required by the Safety Manual and, as necessary, eliminate or minimize hazards to personnel. As a minimum, each employee shall wear a hard hat, shirt (with sleeves), long trousers, and protective shoes/boots during all contract work. Contractor employees shall utilize other safety equipment such as:

hearing protection devices, work gloves, or protective glasses/goggles whenever required by the Safety Manual.

Access and General Protection/Security Policy and Procedures: 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.

Suspicious Activity Reporting Training (e.g. iWATCH, CorpsWatch, or See something, Say Something): 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.

Pre-Screen Candidates/E-Verify Program: 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 TPOC no later than 3 business days after the initial contract award.

*When contracts are with individuals, the individuals will be required to complete a Form I- 9, Employment Eligibility Verification, with the designated Government representative.

This Form will be provided to the Contracting Officer and shall become part of the official contract file.

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

Unresponsive Quote: Failure to provide all information requested within this solicitation and to complete SAM registration may be grounds for considering the quote unresponsive.

(End of Summary of Changes) http://www.uscis.gov/e-verify