Amendment2_W912BV20Q0143.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

This amendment includes updates to the Statement of Work

1. CONTRACT ID CODE PAGE OF PAGES

J 1 11

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

16C. DATE SIGNED

BY 04-Sep-2020

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 W912BV20Q0143

X 9B. DATED (SEE ITEM 11)

20-Aug-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, 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 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

04-Sep-2020

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:

W912BV20Q0143

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 01 10 00 - STATEMENT OF WORK

The following have been added by full text:

STATEMENT OF WORK

WATERLINE INSTALATION

CANNING CREEK COVE PARK

Statement of Work

2 July 2020

WATERLINE INSTALATION

CANNING CREEK COVE PARK

Council Grove Lake, Kansas

PART 1 GENERAL

1.1 SCOPE OF WORK

This specification covers the requirements that shall be required by the contractor to provide labor, equipment, and various materials to remove the existing submerged PVC waterline and concrete anchors, which spans approximately 1600 feet and bore and install a new 6-inch High Density Polyethylene (HDPE) waterline, approximately 1600 feet, from the land connection sources across the cove between Santa Fe Trail Park and

Canning Creek Cove Park at Council Grove Lake, Morris County, Kansas. Work includes all aspects of a waterline installation, including but not limited to; locating existing utilities, connection to existing water supply, and testing.

1.1.1 It is the Contractor’s responsibility to repair any damaged utilities, landscaping or park facilities that occur during the performance of this contract.

1.2 REFERENCES

All work shall be accomplished in accordance with all State and Federal standard work practices.

1.3 BASIS FOR PAYMENT

The contractor shall invoice for Lump Sum Payment after all work has been completed and accepted by the Contracting Officer’s Representative (COR).

Mail invoice to: Council Grove Lake Office, 945 Lake Road, Council Grove, KS 66846-9322.

1.4 WORK HOURS

Work hours shall be Monday through Friday, 0800 – 1700 unless otherwise requested in writing by the Contractor and approved in writing by the COR. The Contractor shall not work on Federal holidays unless prior approval is granted in writing by the COR.

1.5 COMPLETION TIME

Refer to the clause contained in this solicitation; FAR 52.211-10 Commencement, Prosecution, and Completion of Work (April 1984).

(this includes any weather delays).

1.6 SAFETY REQUIREMENTS

The contractor shall comply with the current U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1 and all applicable Federal, State, and local safety codes and practices. It is the contractor’s responsibility to ensure 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 Personal Protective and Safety Equipment requirements as stated in Section 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 Section 18 of EM 385-1-1. Equipment shall be inspected by the contractor and the inspection reports shall be submitted to the COR prior to utilization of such equipment to accomplish work on this contract.

1.8 WEATHER LIMITATIONS

NONE

1.9 SUBMITTALS

The contractor may be required to furnish certain submittals to the COR. These submittals may be certifications of materials, safety plans, drawings, training certifications, work plans, etc. These will be specifically listed and shall be furnished to the Contracting Officer. 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 Contractor shall obtain all required information, measurements, dimensions, etc. necessary to field verify all existing conditions and dimensions and provide the specified Detailed Work Plan and all other necessary submittal information. If there are existing conditions that appear to affect the proposed construction, the Contractor shall inform the COR in writing before proceeding with any construction processes, including ordering materials. Work outside the original Scope of Work shall be accomplished only at the direction of the COR through future contract modifications.

1.9.1 WORK PLAN

The Contractor’s work plan shall be submitted to the Contracting Officer or COR for approval prior to the beginning of work. The work plan shall provide detailed procedures defining the Contractor’s provisions for utility and equipment installation activities.

1.9.2 SAFETY PLAN AND JOB HAZARD ANAYYSIS

A written job hazard analysis and safety plan will be submitted for approval at the pre-work conference. This plan shall include the procedures for equipment operation and public safety precautions. No work shall commence before review and approval of this documentation.

1.10 PREWORK CONFERENCE

A pre-work conference will be held with the Contracting Officer or COR and 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 payment, schedule, etc., shall be covered at this time. A written job hazard analysis and safety plan will be submitted for approval at the pre-work conference. This plan shall include the procedures for equipment operation and public safety precautions. No work shall commence before review and approval of this documentation.

1.11 ENVIRONMENTAL CLEANUP

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

1.12 COORDINATION OF WORK

All work will be coordinated through the Council Grove Lake Office. 620-767-5195. Points of Contact for this action are: Mike Lowry, Lake Manager and Gary Kepley, Assistant Lake Manager. The contractor will be required to complete the work with minimal impact to the day to day operations in the park. The contractor shall correct deficiencies as quickly as possible to prevent incurring additional costs.

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.

1.14 PRE-SCREEN CANDIDATES/EMPLOYEES 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.

1.15 CONTRACTOR PERSONNEL

Personnel hired by the contractor shall be fully qualified to perform the work in a professional manner and in industry installation standards.

1.15.1 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.

1.16 POTENTIAL BIDDERS

An authorized contractor representative in conjunction with the COR and/or technical representative(s) shall conduct a pre-bid site visit at the proposed construction site. The purpose of the site visit will be to meet with project representative(s) and obtain a more detailed understanding of this Scope of Work. The site visit will also allow the contractor the opportunity to examine the project site conditions. Contracting Officer will establish the date and time for the pre-bid site visit. It is strongly encouraged that all potential bidders participate in this site visit to ascertain exact site conditions.

1.17 LIQUIDATED DAMAGES

Liquidated damages of $300.00/day shall be incurred by the contractor for every day beyond the end of the performance period in which the contract is not completed.

1.18 WEEKLY SAFETY MEETINGS

Weekly safety meeting records shall be submitted by the third workday of each month. Monthly exposure reports shall be submitted by the second workday of each month.

1.19 PAYROLLS

Contractor and subcontractor payrolls shall be submitted weekly and directly to USAED, Tulsa District, Attn: Labor Relations Contracting Division, Tulsa District, 2488 East 81st Street, Tulsa, OK 74137-9998. The contractor shall submit DD Form 879, Statement of Compliance with payrolls. If there are subcontractors, the contractor shall submit Standard Form 1413, Statement of Acknowledgment signed by both the contractor and subcontractor.

PART 2

MATERIALS

2.1 CONTRACTOR FURNISHED

All Contractor furnished materials shall be inspected by the Contractor at the time of delivery and before placement.

All materials shall be new and undamaged. Any materials found to be damaged or defective shall be rejected and removed from the job site immediately. The Contractor will be required to remove and replace any defective work and materials at no cost to the Government.

2.1.1 The contractor shall submit specifications on the type of HDPE pipe, valves, joints, fittings and couplings planned to be used for construction. The contractor must follow KDHE specifications.

2.2 WATERLINE

Contractor shall purchase the following:

2.2.1 Water pipe shall be 6-inch HDPE DR 11 rolled pipe PE 63 equivalent or higher (ductile iron-pipe sized), HDPE splice joints shall be Butt Fusion welded, fittings and couplings shall be as specified for HDPE pipe.

2.2.2 2 inch analog meter (1), brass curb stop isolation shut-off valves (both sides of the meter, total of 2), brass curb stop isolation shut-off valve with stand pipe (on the upstream side of boring/Santa Fe Trail PUA, total of 1), drain valve (1) and valve box/vault (1) to be placed at the connection point from the existing line on the downstream side of the new waterline (Canning Creek PUA side).

2.2.3 MJ fittings shall be used on the brass curb stop isolation shut-off valves on the lake side and MJ fittings shall be used on the drain valves on the park side. All of the valves and meter in 2.2.2 shall have the ability to be replaced individually. The intent of this is so they can be replaced or repaired as needed.

2.2.4 Valve box/vault will be designed to prevent debris and silt deposits. Valve box/vault shall be appropriately sized (length) to accommodate all required valves, meter, drain valve, etc. specified above. Top of vault to be no less than 6” above surrounding grade. Existing pipe depth is approximately 36”; vault depth to match existing water line and allow for 12” minimum clearance between the lowest point on the water line, valves, meter, drain, etc. and the bottom of the vault. Width shall allow a minimum clearance of 18”on all four sides. It shall have a minimum 12” x 12” sump/drainage hole in the bottom of the vault (near lowest point). Valve box/vault shall have a lockable (accepting of standard padlock) access cover/lid to prevent unauthorized access/vandalism. The access cover/lid shall be easily opened with removal of the padlock and provide enough room to allow appropriate servicing of the contained components without requiring the complete removal of the valve box/vault top.

2.3 GOVERNMENT FURNISHED PROPERTY

NONE.

PART 3

DISPOSAL OF EXISTING WATERLINE

3.1 The contractor shall be responsible for the removal and the disposal of existing structure(s), cutting the HDPE Pipe at the connections, separate the existing pipe from the concrete anchor blocks, and deposit all for disposal in a state approved disposal site off government property as per COR approval. Existing pipe is 3” diameter by approximately 1600’ in length, HDPE Pipe.

PART 4

EXECUTION FOR WATERLINE

4.1 One (1) waterline of approximately 1600’ shall be installed.

4.2 SITE PREPARATION

4.2.1 The Contractor shall be responsible for clearing access to the work area.

4.2.3 All tree removal shall have COR approval.

4.2.4 Site preparation shall follow the manufacturer’s suggested installation procedures.

4.3 EXECUTION

4.3.1 The new water line shall be bored under Canning Creek Cove (between Santa Fe Trail and Canning Creek Cove Public Use Areas), a minimum of 7 foot clearance below the stream bottom (or as per KDHE regulations), and connected to the existing water line on both ends.

Upstream side of the installed waterline (Santa Fe Trail PUA side) shall have an isolation valve with stand pipe top set no less than 6 inches above the ground. Isolation valve shall be at or above approximate elevation 1290.0 msl.

Downstream side of the of the installed waterline (Canning Creek PUA side) shall have a valve box/vault located at or above approximate elevation 1290.0 msl. Valve box shall be set no less than 6 inches above the ground and the valve box/vault cut-outs for pipe shall not touch the pipe. The new waterline will enter the valve box and in this order there shall be an isolation valve, meter, isolation valve and drain valve.

The contractor shall construct a new waterline using 6-inch High Density Polyethylene (HDPE) DR 11 pipe (ductile iron pipe size) utilizing butt-fusion welding to meet manufacturer recommendations and specifications for submerged water line applications using standard industry methods. When work is not in progress, open ends of pipe or fittings shall be securely closed so that no trench water, earth, or other substance will enter.

The Canning Creek streambed channel elevation is the deepest point/part of waterline route and this elevation is approximately 1262.00 Mean Feet above Sea Level (M.S.L.).

4.3.2 Upon completion; the line, valves and meter shall be pressure tested for a minimum of 1 hour. Any leakage shall be repaired. The line must be flushed, disinfected and inspected by Contracting Officer’s Representative with the assistance of contractor before final connections are made.

4.3.3 Disinfect new water piping and existing water piping affected by Contractor's operations in accordance with AWWA C651AWWA Manual of Practice M55 Chapter 10, and PPI Handbook of Polyethylene Pipe Chapter 2 (2nd Edition). Fill piping systems with solution containing minimum of 50 parts per million of available chlorine and allow solution to stand for minimum of 24 hours. The disinfection chemicals should be limited to less than 12% active chlorine (Water furnished by the government). Flush solution from the systems with domestic water until maximum residual chlorine content is within the range of 0.2 and 0.5 parts per million, or the residual chlorine content of domestic water supply. Obtain at least two consecutive satisfactory bacteriological samples from new water piping, analyze by a certified laboratory, and submit the results prior to the new water piping being placed into service. Waste water from disinfection procedures shall be disposed as per all federal, state and local environmental laws and regulations.

4.3.4 All ground surface damaged during work shall be landscaped to topography, planted with K31 fescue grass seed and hay mulch spread on the area to assist with reseeding.

PART 5

WARRANTY

5.1 A minimum warranty of one (1) year on materials and work. All defects and poor workmanship found will be corrected with no extra charge to the government.

APPENDIX A.

6.1 Canning Creek Waterline Location

6.1.1 Between Santa Fe Trail Park and Canning Creek Cove Park at Council Grove Lake, Morris County, Kansas. The red line drawn indicates the approximate location of existing waterline structure. Approximate depth of cove at the submerged waterline is estimated between 6-12 feet and boat traffic is possible.

The following have been deleted:

STATEMENT OF WORK

(End of Summary of Changes)