Amendment_of_Solicitation-W912BV19Q0055-U0002_Released.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

Heyburn Security Fence

This amendment updated the scope of w ork (SOW) and extends the receipt for proposal 20 June 2019 at 2:00pm CST.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 13

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

16C. DATE SIGNED

BY 17-Jun-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 W912BV19Q0055

X 9B. DATED (SEE ITEM 11)

04-Jun-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 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

17-Jun-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:

W912BV19Q0055

W912BV19Q0055

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following have been modified:

STATEMENT OF WORK

SPECIFICATIONS OF WORK

INSTALLATION OF SECURITY FENCING AT HEYBURN

LAKE PROJECT OFFICE AND DAM, HEYBURN LAKE,

OKLAHOMA 6-17-2019 (Updated)

PART 1 – GENERAL

1.1 SCOPE OF WORK: AWARD CONSTRUCTION CONTRACT FOR INSTALLATION

OF FENCING, AUTOMATIC GATE, AND WALK THROUGH GATE FOR HEYBURN

LAKE PROJECT OFFICE AND DAM, HEYBURN LAKE, OKLAHOMA.

Install security fencing, automatic gate, and walk through gate around the Heyburn Project Office and metal post and cable fencing and gate at the toe of the dam providing all the materials, labor, tools, and equipment necessary for site preparations and installation in accordance with these contract specifications. The contractor shall make all necessary arrangements for utility line locations. Heyburn Project Office and Dam, 27349 West Heyburn Lake Road, at Heyburn Lake, Kellyville, Creek County, Oklahoma 74039.

1.2 It is strongly recommended that any perspective bidder visit the site.

1.2 REFERENCES: All work shall be accomplished in accordance with all State of Oklahoma and National standard work practices and within all requirements of the current

EM 385-1-1

1.3 BASIS FOR PAYMENT: The contractor shall invoice for all work and any option, if exercised, after the work has been completed and accepted by the Contracting Officer’s Representative (COR). Partial payments may be made if acceptable work can be verified.

Mail invoice to: Keystone Lake Office, 23115 West Wekiwa Road, Sand Springs, Oklahoma 74063

1.4 WORK HOURS: Regular work hours will be from 7:00 am – 5:00 pm, Monday through Friday, excluding federal holidays. Any proposed changes to the work hours must be approved by the COR.

1.5 COMPLETION TIME: Work shall be completed within 60 calendar days after notice to proceed.

1.6 SAFETY REQUIREMENTS: The contractor shall comply with the current 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 insure public

W912BV19Q0055

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 Section 5 of EM 385-1-1.

1.6.1 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.

1.6.2 Weekly safety meeting records and an Exposure Report shall be submitted with the invoice.

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. Equipment shall be inspected by the contractor and the inspection reports shall be submitted to the Contracting Officer prior to utilization of such equipment to accomplish work on this contract.

1.8 DEMOLITION OF CURRENT FENCING: The demolition of all current fencing and gates will be completed by the Corps of Engineers

1.9 WEATHER LIMITATIONS AND 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. Weather limitations (NONE)

1.10 SUBMITTALS: The contractor may be required to furnish certain submittals. 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.

1.10.1 Work Plan. The Contractor’s work plan shall be submitted to the Contracting Officer or Contracting Officer’s Representative (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.

1.10.2 Payrolls. Contractor and subcontractor payrolls shall be submitted weekly and directly to USAED, Tulsa District, Attn: Labor Relations Contracting Division, 2488 E. 81st East Ave., Tulsa, OK 74137-4690. 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.

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 Government property in a state approved

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disposal site unless specified otherwise. The contractor shall be required to comply with all Federal and State environmental requirements.

1.12 PRE-WORK CONFERENCE: Pre-work Conference. A pre-work conference will be held with the COR and contractor prior to the commencement of any work. The contractor’s onsite 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. Five working days prior to the pre-work conference the contractor shall provide the COR with these submittals: Safety Plan, Activity Hazard Analysis and required submittals in 11.13 below.

1.13 COORDINATION OF WORK: All work will be coordinated through the Keystone Lake Office. 918-865-2621. Point of Contact for this action are: Travis Miller, Lake Manager and Lindsey Cooper, Natural Resources Specialist. The Contractor will be required to complete the work with minimal impact to the day to day operations in the park. Critical utility connections or interruptions to park utilities shall be coordinated with the Lake Manager and completed within the recommended time frame.

1.14 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.

1.15 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.

1.16 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.

PART 2 – PRODUCTS

2.1 MATERIALS: All 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

W912BV19Q0055

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. All materials will be the name brands as specified or the equivalent thereof.

2.1.1 SECURITY FENCING

Security fencing shall be no less than 2” x 2” x 11 gauge rails in the gauntlet style with a minimum height of 8 feet from ground level. Fencing shall be manufactured of high-tensile steel and is to be pre-galvanized inside and out for superior corrosion protection. Each component shall be roll-formed into a unique profile that yields significant strength properties to encourage an anti-climb and anti-cut perimeter barrier. Each connection point of the system shall be secured with tamper-proof fasteners providing the highest level of security and versatility. The fencing shall be covered with polyester powder coating system that provides a durable and scratch resistant finish black in color. Fencing shall have a crash rating of 30 mph or greater.

Key

2.1.2 AUTOMATIC GATE ATTACHED TO SECURITY FENCING

Security gate shall be a single, cantilever-style slide gate that utilizes rollers or similar; no portion of the gate shall utilize the ground as a means of movement. The gate shall be of sufficient width to allow a 12 feet wide opening for vehicular access. Security gate shall be automatic (electric) and matches the design of the security fencing. The gate shall be 14 feet wide. 120 volt with battery backup accompanied with solar power. Electric will be supplied by Corps of Engineers. Opener must be equal to or greater than Elite SL3000UL8DC Slide Gate Operator with Battery Backup. The opener must have the ability to be set to multi-function which will allow the opener to be auto close or close on push button demand. The opener must have the ability to be set to multi-function which will allow the opener to be auto close AND open & close on push button demand. Request 15 push button remotes and one wireless key pad to be placed outside of the security fence on driver’s side of road coming into compound.

2.1.3 WALK THROUGH GATE ATTACHED TO SECURITY FENCING

Security walk through gate shall be a manual lockable gate that matches the design of the security fencing. The gate shall be 4 feet wide.

2.1.4 POST AND WIRE FENCING

The post shall be round 4” diameter metal pipe with each having a rounded cap welded to the top of each post. Posts are to be 60” in total length, each with 24” to be underground set in concrete and 36” to be above ground. The post should also have holes drilled 6” below top of pipe on each side so that wire rope can be pulled through each post. The wire rope shall be 3/8” galvanized wire rope and 3/8” galvanized wire clamps shall be used wherever necessary to achieve a neat and uniform drape to secure the wire rope. Wire rope sag limits should not allow a person to lift or lower that allows any motorized vehicle access including ATV’s, 4- Wheelers, dirt bikes, or road vehicles. Contractor will install h-brace using 4” diameter vertical and horizontal posts at an interval of every 400’ to tie cable into creating anchor points.

2.1.5 MANUAL GATE ON EAST END OF DAM

Gate shall be similar to an A frame style gate constructed of 2” metal pipe for gate to not allow sagging of the gate, attached to a 4” diameter vertical pipe and 4” diameter pipe knees on each side. Gate should swing in and be lockable. Install a 2” post suitable to lock the gate open. See drawing.

2.2 DELIVERY AND STORAGE: Materials shall be delivered to the site undamaged and stored out of contact with the ground. Materials that are damaged during the delivery or improper storage shall be replaced at no cost to the government

2.3 GOVERNMENT FURNISHED PROPERTY: None.

PART 3 – EXECUTION

3.0 ACCOMPLISHMENT OF WORK: All work shall be accomplished in a safe, workmanlike manner and in accordance with standard industry practices. Plumbing work shall comply with the National Plumbing Code. Electrical work shall comply with the National Electrical Code. The contractor shall provide a copy of all required licenses.

3.1 UTILITY LINE LOCATE: Contractor is responsible for contacting locate company to identify all existing utility lines. Work that is accomplished by excavating or breaking the earth’s surface shall not occur until all utility lines are clearly marked. Any damage to utility lines will be the contractor’s responsibility and will not equate any cost to the Gov.

3.1.1 SECURITY FENCING

The security fencing shall be installed around the Heyburn Lake Project Office approximately 730 of fencing and each post shall be set in concrete.

3.1.2 AUTOMATIC GATE ATTACHED TO SECURITY FENCING

Security gate shall be 14 feet wide and an automatic (electric). The design shall match the security fencing.

3.1.3 WALK THROUGH GATE ATTACHED TO SECURITY FENCING

Security walk through gate shall be 4 feet wide. It shall be manual and lockable. The design shall match the design of the security fencing.

3.1.4 POST AND WIRE FENCING

Install metal post and wire rope in the below areas. The posts shall be 20 feet apart and each post shall be set in concrete. Each post should be painted with exterior paint and color should be cedar brown. In Area 2, at location specified on map, install a section where a 12’ break in cable can be created when cable is lowered for equipment access. On each side of cable break, install H-brace using 4” diameter pipe.

W912BV19Q0055

Area 1 (RED) – Dam length of fencing is approximately 2,965 feet Area 2 (GREEN) – Auxiliary Spillway length of fencing is approximately 3,035 feet.

3.1.5 MANUAL GATE ON EAST END OF DAM

Install gate at the East end at the crest of the dam. Gate shall be 14 feet wide. The gate should be secured to a metal H-post 4” diameter with each post shall be set in concrete. The gates and posts shall all be painted with exterior paint and the color should be cedar brown.

3.2 FINAL GRADING AND LANDSCAPING: Upon completion of the backfill operations the Contractor shall ensure that all rocks, roots and any other debris is cleaned up from the work area and disposed of off government property.

3.3 TESTING: Standard industry practices.

3.4 WARRANTY: One year warranty.

3.5 MANUALS: The contractor shall furnish a copy of all the related drawings and manufacturer’s manuals to the Keystone Lake Office.

APPENDIX A – Security Fence Style

APPENDIX B – Aerial Layout of Fencing and Gates

*South side of security fence shall be located on high side of berm

Include a 12’ wide opening to allow equipment in area. Cable must be lockable to post and able to be lowered.

Blue – Security Fencing Red – Metal Post and Wire Rope (Area 1) Green – Metal Post and Wire Rope (Area 2)

Gate Location East end of Dam (Near Overlook)

Gate Location East end of Dam

(End of Summary of Changes)

4” pipe 2” Pipe

14’ opening

7’ length

3’ deep

Concrete

3’ length