Amendment_to_W912BV19Q0083_A0001.pdf

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

Flood Debris Removal at Kansas

Replacing Statement of Work due to replace LIquidated Damages w ith definations, update 2.2 Delevery and Storage, and to update 3.2 Site Visit.

1. CONTRACT ID CODE PAGE OF PAGES

1 10

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

16C. DATE SIGNED

BY 22-Aug-2019

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 W912BV19Q0083

X 9B. DATED (SEE ITEM 11)

19-Aug-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 is extended, X 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.

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

6. ISSUED BY

3. EFFECTIVE DATE

22-Aug-2019

CODE

CONTRACTING DIV

US ARMY CORPS OF ENGINEERS, TULSA DISTRICT

2488 E. 81ST STREET

TULSA OK 74137-4290

W912BV 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912BV19Q0083

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been modified:

SCOPE OF WORK

PART 1 – GENERAL

1.1 SCOPE OF WORK

The contractor shall provide labor, equipment, and materials needed to efficiently complete all work in accordance with this scope of work, the attached drawings, the specifications, and all other contract documents and requirements. The final result will be an upstream embankment free of debris at the Toronto Dam Embankment. This Scope of Work contains option bid items for expanding work performance at Toronto Dam Embankment, Elk City Dam Embankment, Fall River Dam Embankment, John Redmond Dam Embankment, and Council Grove Dam Embankment. The earth-fill dam embankments are protected by riprap on the upstream face.

Debris (trees, limbs, trash, etc.) accumulates on the upstream side of the dam embankments during periods of high water.

Base Bid Item: Toronto Lake Upstream Dam Embankment Debris Removal and Disposal. Located approximately 5 miles North of Coffeyville, Kansas off KS Highway 105, in Woodson County. (Reference Map for Area of Performance).

Option Bid Item T-1: Toronto Lake Upstream Dam Embankment Debris Removal and Disposal. Located approximately 5 miles North of Coffeyville, Kansas off KS Highway 105, in Woodson County. (Reference Map for Area of Performance).

Option Bid Item E-1: Elk City Lake Upstream Dam Embankment Debris Removal and Disposal. Located approximately 10 miles Northwest of Independence, Kansas off KS State Road 3300, in Montgomery County. (Reference Map for Area of Performance).

Option Bid Item F-1: Fall River Lake Upstream Dam Embankment Debris Removal and Disposal. Located 4 miles off US Route 400 Northwest of Fall River, KS in Greenwood County. (Reference Map for Area of Performance).

Option Bid Item F-2: Fall River Lake Upstream Dam Embankment Debris Removal and

Disposal. Located 4 miles off US Route 400 Northwest of Fall River, KS in Greenwood County. (Reference Map for Area of Performance).

Option Bid Item J-1: John Redmond Reservoir Upstream Dam Embankment Debris Removal and Disposal. Located approximately 5 miles Northwest of Burlington, Kansas, off of U.S. Highway 75, in Coffey County. (Reference Map for Area of Performance).

Option Bid Item J-2: John Redmond Reservoir Upstream Dam Embankment Debris

Removal and Disposal. Located approximately 5 miles Northwest of Burlington, Kansas, off of U.S. Highway 75, in Coffey County. (Reference Map for Area of Performance).

Option Bid Item C-1: Council Grove Lake Upstream Dam Embankment Debris

Removal and Disposal. Located on North Union Street just North of Council Grove, KS in Morris County. (Reference Map for Area of Performance).

1.2 REFERENCES

US ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS

MANUAL, EM 385-1.1, 30 NOV 14

Manual on Uniform Traffic Control Devices (hereafter referred to as the MUTCD), 2009 version with Revisions 1 and 2

1.3 BASIS FOR PAYMENT

Payment will be made in a lump sum upon completion of work. The basis for payment under this contract is completion of the total prescribed work to remove and burn the debris defined below under the terms of this contract. The contract price shall be full compensation for furnishing all materials, equipment, labor, and incidentals necessary to complete the work as specified. The Government shall make a final inspection and acceptance of the work before payment is authorized.

1.4 WORK HOURS

Regular work hours will be from 7:00 am- 4:30 pm Monday through Friday, excluding federal holidays. Any proposed changes to the work hours must be approved by the Contracting Officer’s Representative (COR).

1.5 COMPLETION TIME

Work shall begin no later than 40 calendar days after award and each awarded option will have the following period of performance (PoP) not including weather delays:

BASE BID: 25 Calendar Days Option T-1: 15 Calendar Days Option E-1: 40 Calendar Days Option F-1: 25 Calendar Days Option F-2: 15 Calendar Days Option J-1: 50 Calendar Days Option J-2: 10 Calendar Days Option C-1: 40 Calendar Days

1. 6 SAFETY REQUIREMENTS

The contractor shall comply with the Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1 dated 30 November 2014 in addition to all applicable Federal, State, and Local safety codes and practices. It is the contractor's responsibility to insure public safety during the entire duration of the contract. Necessary signs, barriers, warning devices, etc. shall be operated and maintained by the contractor at contractor expense. Contractor employees shall comply with the minimum dress requirements as stated in Chapter 5 of EM 385-1-1.

1.7 EQUIPMENT

All equipment used to perform work under this contract shall be in good operating and mechanical condition and shall comply with EM 385-1-1. All equipment shall be inspected by the contractor and the inspection reports shall be submitted to the Contracting Officer’s Representative prior to utilization of such equipment to accomplish work on this contract.

Equipment designated for use on the water must be inspected with Government Representative on site. Equipment with fluid leaks such as gasoline, oil, and hydraulic fluid are NOT authorized for use and equipment needing repairs must be removed from Government Property for servicing.

1.8 WEATHER LIMITATIONS

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for project location and will constitute the base line for monthly weather time evaluations. The contractor’s progress schedule must reflect these anticipated weather delays in all-weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

4 4 4 5 5 4 4 4 4 3 4 4

1.9 SUBMITTALS

The contractor may be required to furnish certain submittals. These submittals may be progress reports, certifications of materials, safety plans, drawings, training certifications, work plans, etc.

These will be specifically listed and shall be furnished to the Contracting Officer’s Representative. Submittals requiring Government approval shall be formally prepared and approval granted prior to proceeding with work involving these submittals. FIO (For Information

Only) submittals do not require Government approval.

The basic submittals shall include but are not limited to:

Contracting Company’s Health and Safety Program.

Job Plan Including:

Proposed Schedule.

List of Equipment Needed for Specific Tasks.

List of Personnel Needed for Specific Tasks.

Key Personnel Certificates, Qualifications, and Credentials.

Accident Prevention Plan (APP).

Activity Hazard Analysis (AHA) for All Definable Features of Work.

Anti-terrorism Level 1 Awareness for all personnel accessing the jobsite (including sub-contractors).

Proof of E-verify performed on all personnel accessing the jobsite (including sub-contractors).

Daily site visit, status reports, and pictures.

**Materials, Components, and Equipment Used, Replaced, or Disposed on Government Property or Originating from Government Property shall also require the Contractor to furnish certain documentation at the discretion of the Contracting Officer’s Representative.

1.10 PREWORK CONFERENCE

A pre-work conference will be held with the Contracting Officer’s Representative (COR) and the Contractor prior to the commencement of any work. The contractor's responsible person and necessary administrative staff will be required to attend this meeting. Procedures for proper invoicing and payment, schedule, etc., will be covered at this time.

1.11 ENVIRONMENTAL CLEANUP

The contractor shall maintain a clean work area at all times. The contractor shall be responsible for the protection and preservation of the environment and will be required to restore all damages/disturbances subject to the approval of the Contracting Officer. The contractor shall remove and dispose of all debris off Government property in a state approved disposal site unless specified otherwise. The contractor will be required to comply with all Federal and State environmental requirements.

1.12 COORDINATION OF WORK

The contractor shall coordinate all work with the Contracting Officer’s Representative, maintain communications with lake office personnel relating to campsite use, and efficiently raise awareness to the effected public. The Contractor shall be required to complete the work without impacting the day to day operations in the park. The Government point of contact (POC) for this work will be Eugene Goff at (620) 364-8614. The contractor must also allow government representatives access to contractor facilities with 24-hour notice.

1.13 ANTITERRORISM AND OPERATIONS SECURITY REQUIREMENTS

The Contractor shall be responsible for ensuring all personnel, to include sub-contractor personnel, comply with the training requirements and procedures identified on the document titled “Antiterrorism/Operations Security Requirements” in Section H, Special Contract Requirements. When items for which training is identified, the Contractor shall ensure that all personnel complete acknowledgement for the specified training; the Contractor is responsible for ensuring all training acknowledgments, when applicable, are submitted to the COR or Contracting Officer within 10 calendar days of contract award (or NTP for construction contracts). In no event shall any contractor or sub-contractor personnel be onsite prior to completion of any applicable training and submission of training verification. Training materials and verification forms will be provided by the Contracting Officer upon written request. Pre screen candidates using E Verify Program. The Contractor must pre screen candidates using the E verify Program (http://www.dhs.gov/E Verify) website to meet the established employment eligibility requirements. The contractor must ensure that the Candidate has two valid forms of Government issued identification prior 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.

1.14 CONTRACTOR PERSONNEL

Personnel hired by the contractor shall be fully qualified to perform the work in a professional manner and in industry installation standards. The Contracting Officer may require, in writing, that the contractor remove from the work any employee the Contracting Officer deems incompetent, careless, or otherwise objectionable.

The contractor is responsible for providing the Contracting Officer’s Representative with a copy all required licenses, certifications, and other documents pertaining to the contracted personnel.

1.15 DEFINITIONS

Debris Debris consists of driftwood greater than six (6) inches in diameter or six (6) feet in length, including root balls and stumps.

Clearing Clearing consists of cutting of debris into sections for safe handling and the satisfactory removal from the upstream face of the dam embankments.

Disposal Options Disposal consists of loading and transporting the debris to the designated areas located within 2 miles of the dam embankments or within the recreation area, then burning or chipping the debris.

The debris may also be transported to a Kansas Department of Health and Environment (KDHE) approved disposal site.

PART 2 – PRODUCTS

2.1 MATERIALS

NONE SPECIFIED

2.2 DELIVERY AND STORAGE

No Special Requirements

2.3 GOVERNMENT FURNISHED PROPERTY

NONE

PART 3 – EXECUTION

3.1 ACCOMPLISHMENT OF WORK

The acceptance of work performed will be determined by the Contracting Officer’s Representative in reference to the pre-negotiated performance standards outlined in this Scope of Work. All negotiations shall be performed by the Contracting Officer and any modifications or changes to the contract will be reflected in the Contracting Officer’s Representative’s assessment of contract compliance and performance.

3.2 PRE-BID SITE VISIT

A pre-bid site visit is highly encouraged in order to gather all information needed to assess the current site conditions and materials needed for accurate proposals.

3.3 SITE PREPARATION

The contractor shall be responsible for all aspects of pre-work activities for all definable features of work including establishing traffic control and ensuring public safety as required. All traffic control devices must be MUTCD compliant and if road closures are necessary; all activities must be approved by both the U.S. Army Corps of Engineers and the State of Kansas. Traffic control maps will be a required submittal to the Contracting Officer’s Representative and must also be given to the County Emergency Manager.

3.4 PERFORMANCE OF WORK / CONDITIONS AND CAVEATS

3.4.1 Equipment Access

Vehicles and motorized equipment are not permitted on the dam embankments and slope protection areas. Fall River Lake has a road access across a portion of the embankment where vehicles and motorized equipment will be permitted.

3.4.2 Existing Riprap Slope Protection

Damage to existing riprap slope protection, dam embankments, guardrails, guardrail posts, signs and signposts and turf due to the debris removal operation shall be repaired to like condition prior to the damage, at the Contractor’s expense, as determined by the Contracting Officer.

3.4.3 Dam Embankments

The work areas include the entire upstream rocked portions of the dam embankments, extending an additional 100 feet upstream past the rocked portions along the lakes shorelines. At Fall River and Toronto, there is a rocked portion of the dam on the west side of the bridge decks that is considered part of the work area. The pool levels for the lakes will be maintained at or near the seasonal pool level with slight variations, however, water may be stored above the seasonal elevations when flooding conditions occur. The Contractor shall coordinate with the Contracting Officer’s Representative to determine expected pool level increases; 48 hours advance notice of an anticipated pool raise is normally available. The Contractor shall assure that debris already staged/piled on the embankment is removed or disposed of prior to being inundated by an elevated water pool.

3.4.4 Clearing

Debris shall be cut into sections which can be safely handled and hauled to the disposal area(s). Embankment work shall begin at one end of the dam and progress to other end.

Daily work progress shall be documented by the Contractor on their form using beginning and ending reference marks and pool levels, including digital photos of each day’s progress. Clearing shall extend from the water to the top of the embankment and as outlined on the map and be accepted as a submittal by the COR.

3.4.5 Clearing During Higher Lake Elevations

In the event of flooding, work may temporarily be suspended until the pool level returns to normal as determined by the COR and through coordination with the contractor.

Flooding or flood pool level for purposes in this contract is considered pool elevations above:

901.5 ft. for Toronto Lake

796.0 ft. for Elk City Lake

948.5 ft. for Fall River Lake

1041.0 ft. for John Redmond Lake

1274.0 ft. for Council Grove

If work is suspended, work shall resume at the last stopping point documented by the contractor and agreed upon by the COR. The Contractor is not required to return to areas previously documented as complete by the COR. An extension on time required to complete the job may be authorized if requested in writing to the Contracting Officer by the contractor. If there are any disagreements as to the last documented stopping point the Contracting Officer shall be the deciding party.

3.5 DISPOSAL

3.5.1 Burning Option

Logs, stumps, root balls, and other debris and wooden refuse shall/may be disposed of by burning at the designated burn sites. Debris shall be hauled and burned according to the work plan, as approved by the COR, and in a manner to prevent damage to existing trees and structures. Debris shall not be burned on the embankment. Any loss or damage due to the burning operation shall be the responsibility of the Contractor. The designated burn sites shall be cleared of dry vegetation by the Contractor prior to any burning to prevent spreading of the fire. The Contractor is responsible for compliance with all Federal, State, and local laws and regulations regarding burning of debris and shall notify the COR and appropriate local authorities prior to burning. The Contractor shall obtain burn permits, if required, from the appropriate State and/or County Officials.

3.5.2 Chipping/Shredding Option

Logs, stumps, root balls, and other debris and wooden refuse shall/may be disposed of by Chipping/Shredding. Debris shall be hauled and chipped/shred according to the work plan, as approved by the COR, and in a manner to prevent damage to existing trees and structures. The wood chips and shreds will be piled in designated areas and shall not be disposed of on the embankment.

3.5.3 Combination of Options

The Contractor may combine burning, chipping/shredding, and transport of debris according to the work plan, as approved by the COR, and in a manner to prevent damage to existing trees and structures.

3.5.4 Finish Grading

Any remaining debris will be disposed of at a KDHE approved disposal site location off Project lands by the contractor. Burn areas, haul roads, and adjacent disturbed areas shall be smooth graded and compacted after completion of the debris disposal.

3.6 Inspections / Acceptance of Work

All equipment will be inspected upon arrival by the Contracting Officer’s Representative for compliance and daily by the Contractor which shall be recorded in the contractor’s daily reports.

The Areas of Performance will be inspected by the Contracting Officer’s Representative for contract compliance throughout duration of contractor performance and prior to acceptance of work. Debris that has been cut and not removed will not be accepted.

SECTION J - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

The below Table of Contents has been added

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 1 Area Drawings 4 12-AUG-2019

(End of Summary of Changes)