W912BV23Q00039 0001.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

Amendment 0001 hereby incorporates RR-F-191/2D dated 14 May 1990 and RR-F-191/2E Dated 7 June 2006 into the Scope of Work.

1. CONTRACT ID CODE PAGE OF PAGES

1 7

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

16C. DATE SIGNED

BY 27-Mar-2023

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 W912BV23Q0039

X 9B. DATED (SEE ITEM 11)

08-Mar-2023

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

27-Mar-2023

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:

W912BV23Q0039

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following have been modified:

SCOPE OF WORK

SCOPE OF WORK

Chain Link Fence Installation

Taylor Ferry South Fort Gibson Lake

PART 1 – GENERAL

1.1 SCOPE OF WORK

The contractor shall provide materials, supplies, services and equipment to install new chain link fence at the Taylor Ferry South sewage lagoon. Taylor Ferry South is located approximately 5 miles east of Wagoner, OK on State Highway 51. Work shall be accomplished in accordance with these specifications. The new fence will be constructed at a height of 4’ for approximately 275’ with a double 48” gate (max opening of 96”) to allow for mowing of the dike. Fence shall be installed in a form of a circle around the new lagoon.

1.2 REFERENCES

Fencing Specification-Federal Specification Sheet RR-f-191-2D and RR-f-191-2E

1.3 BASIS FOR PAYMENT

Upon completion and approval of work items the invoice will be submitted to the Fort Gibson Lake Office for payment

US Army Corps of Engineers Fort Gibson Lake Office 8568 Hwy 251A Fort Gibson, OK 74434

1.4 WORK HOURS

Regular work hours will be from 7 am – 4:30 pm, Monday through Friday, excluding federal holidays. Any proposed changes to the work hours must be approved by the Contracting Officer or Representative.

1.5 COMPLETION TIME

Work will commence upon award letter and after pre work meeting. Work shall be completed within 45 calendar days upon award of contract.

1.6 SAFETY REQUIREMENTS

The contractor shall comply with the Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1 latest online version 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 minimum dress requirements as stated in Section 5 of EM 385-1-1. A safety plan and Job Hazard Analysis may be required and approved prior to commencing work.

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 prior to utilization of such equipment to accomplish work on this contract.

1.8 WEATHER LIMITATIONS

None.

1.9 SUBMITTALS

Prior to the commencement of any work the contractor may need to submit a Verification of Insurance, Safety Plan and Job Hazard Analysis or other required documents to the COR for approval.

1.10 PREWORK CONFERENCE

A mandatory prework conference will be held with the Contracting Officer Representative and the contractor prior to the commencement of any work. The contractor and other persons they deemed necessary such as, administrative staff may attend this meeting. Procedures for proper invoicing and payment, schedule, etc. will be covered at this time.

1.11 ENVIRONMENTAL CLEANUP

The contractor shall always maintain a clean work area. 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 COR. 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 Federal and State environmental requirements.

1.12 COORDINATION OF WORK

Jonathan Polk – (918) 682-4314 Cheri Dixon – (918) 682-4314

PART 2 – PRODUCTS

2.1 MATERIALS

2.1.1 CHAIN LINK FENCE SPECIFICATION:

Zinc Coated Steel 6 Gauge. Posts: 2 3/8” OD Terminal/End/Corner; 1 7/8” OD Line

Fabric: 6 GA X 2” Mesh

Top Rail: 1 5/8” OD

Middle Rail: 1 5/8” OD

Bottom Rail: 1 5/8” OD

Post Caps: Dome Style

Ties: 9 GA Aluminum

Gates: 2 – 48” X 48” Galvanized Steel Welded Walk-Through Gates with Locking Latch

Concrete post anchors: 3000 psi

2.2 DELIVERY AND STORAGE

Materials shall be delivered to the site undamaged. Materials that are damaged during delivery or as a result of improper storage shall be replaced at no cost to the government.

PART 3 – EXECUTION

3.1 ACCOMPLISHMENT OF WORK

All work shall be accomplished in a safe, workmanlike manner and in accordance with standard industry practices.

It shall be the contractor’s responsibility to determine the best method for placing and installing fence. Reference 1.2.

3.1.1 Taylor Ferry South New Sewage Lagoon

Provide and install approximately 275 feet of chain link fencing along outer edge of dike on circular sewage lagoon.

Fence shall be installed in a form of a circle around the new lagoon. This will also include installation of two 48” walk through gates for a minimum opening width of 96” for mowing equipment.

3.2 TESTING

None.

3.3 WARRANTY

The contractor shall assume responsibility for any defects in construction or failures in the product for a warranty period of 1 year from completion and acceptance.

SITE MAP

Taylor Ferry South Sewage Lagoon Fencing

From Wagoner, Oklahoma, travel 5 miles east on Highway 51. Turn right on South 330 Road and travel south for approximately 1/4 mile. Turn left on East 746 Road and travel approximately 395’. The sewage lagoon is on the left-hand side of the road.

Lagoon Location

Chain link fencing ~ 275’

2 – 48” gates

(End of Summary of Changes)

RR-F-191/2D

14 May 1990

SUPERSEDING

RR-F-191/2C

July 22, 1981

FEDERAL SPECIFICATION SHEET

FENCING, WIRE AND POST, METAL (CHAIN-LINK FENCE GATES)

(DETAIL SPECIFICATION)

This Federal Specification is approved by the Commissioner, Federal Supply Service, General Services Administration, for the use of all Federal agencies.

(This specification forms a part of the latest issue of Federal Specification RR-F-191K/GEN).

1. SCOPE AND CLASSIFICATION

1.1 Scope. This specification covers detail requirements for chain-link fence gates, and accessories.

1.2 Classification. Chain-link fence gates will be of the following types, as specified (see 6.1):

Type I - Single swing.

Type II - Double swing.

Type III - Single cantilever sliding, wheel sliding gate.

Type IV - Double cantilever sliding.

Type V - Single overhead sliding.

Type VI - Double overhead sliding.

Type VII - Vertical lift.

Type VIII - Special.

2. APPLICABLE DOCUMENTS (Not applicable).

*Beneficial comments (recommendations, additions, deletions) and any pertinent* *data which may be of use in improving this document should be addressed to: * *Commanding Officer (Code 156), Naval Construction Battalion Center, Port * *Hueneme, CA 93043-5000, by using the self-addressed Standardization * *Document Improvement Proposal (DD Form 1426) appearing at the end of this * *document or by letter. *

FSC 5600

DISTRIBUTION STATEMENT A. Approved for public release; distribution is unlimited.

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3. REQUIREMENTS

3.1 Design. Detailed construction requirements for all gates shall be as specified (see 6.1), and shall meet the applicable requirements of this specification. Gate frames shall be of welded construction or shall be assembled using fittings. When fittings are used as the construction method for gate frames, the frames shall be fitted with 5/16-inch minimum diameter truss rods. All gates shall be constructed so that they may be operated by one person.

3.1.1 Color coating and material. When color coating is required the color shall be as specified (see 6.1), and shall match the color specified for chain-link fabric as cited in RR-F-191/1D. Steel frames shall be zinc-coated prior to application of color coating. Unless otherwise specified (see 6.1), color coating material shall be at the option of the manufacturer.

3.2 Frames. Gate frames shall be constructed from applicable class, size, and grade members selected from RR-F-191/3D as specified (see 6.1).

3.2.1 Welded zinc-coated frames. When specified (see 6.1), the frames shall be zinc-coated by the hot dip or metal spray method after fabrication. When frames are not zinc coated after fabrication the welds shall be coated with a zinc rich paint or cold zinc spray.

3.2.2 Color coated frames. When color coated frames are required and the frames are of welded construction, all weld areas shall be finished with a suitable rust preventative coating and a matching color final coating.

3.3 Fabric. Gate fabric shall be selected from RR-F-191/1D and shall be of the type, size of mesh, gage size of wire, color, and selvage as specified (see 6.1).

3.4 Barbed wire top. When barbed wire top is specified (see 6.1), the end members of gate frames shall extend 1 foot above the top horizontal section of the gate frame. Three strands of barbed wire, uniformly spaced, shall be attached by bands, clips or eyebolts.

3.5 Latches, hinges, stops, and keepers. Latches, hinges, stops and keepers shall be zinc-coated steel or color coated over zinc-coated steel, or aluminum coated steel as specified (see 6.1). When zinc coating is required, the weight of zinc coating shall be 1.2 ounces per square foot unless otherwise specified (see 6.1). When aluminum coating is required, the weight of aluminum coating shall be not less than 0.4 ounces per square foot.

3.5.1 Single gate latches. Single gate latches shall be fork type, gravity drop bar type with positive locking features, or plunger bar type of full gate height as specified (see 6.1).

3.5.2 Double gate latches. Latches for double gates shall be fork type latch with center drop rod, or plunger bar type of full gate height arranged to engage the gate stop, or a positive locking gravity device as specified (see 6.1). Locking devices shall be constructed so that the center drop rod or plunger bar cannot be raised when locked.

3.5.3 Stops. Center gate stop shall be provided for all double gates and shall be suitable for setting in concrete or with anchors for the center drop rod or plunger.

3.5.4 Keepers. Keepers shall be provided for each gate leaf over 5 feet wide. Gate keepers shall consist of a mechanical device for securing the free end of the gate when in full open position.

3.5.5 Gate hinges. Gate hinges shall be of adequate strength for the gate, and shall have large bearing surfaces for clamping or bolting in position.

Hinge action shall be such that gates may be easily opened and closed by one person. Hinges shall provide for full 180 degree swing of gate leaf.

3.6 Rollers. Rollers shall be equipped with bearings. Non-sealed type bearings shall be provided with a grease fitting for periodic maintenance.

Rollers shall be secured to the gate post or gate frame without welding.

Unless otherwise specified (see 6.1), rollers shall be enclosed.

4. QUALITY ASSURANCE PROVISIONS

4.1 Responsibility for inspection. (See RR-F-191K/GEN)

4.2 Sampling. (See RR-F-191K/GEN, section 6)

4.4 Examination. Examine gates for defects listed in table I.

TABLE I. Classification of defects gates.

* Defects Major Minor * *Type of gate not as specified. X * *Materials not as specified. X * *Color not as specified. X * *Truss rods missing or less than 5/16-inch diameter. X * *Dimensions not within tolerance. X * *Welds not painted or protected against corrosion X * *Gate construction not as specified. X * *Damage or defects affecting function or serviceability. X * *Damage or defects not affecting function or serviceability. X *

5. PREPARATION FOR DELIVERY (See RR-F-191K/GEN)

6. NOTES

(This section contains information of a general or explanatory nature that may be helpful, but is not mandatory.)

6.1 Ordering data. Purchasers should select the preferred options permitted herein and include the following information in acquisition documents:

a. Title, number, and date of this specification.

b. Type of gate required (see 1.2).

c. Design and construction of gate required (see 3.1).

d. When color coating is required and color (see 3.1.1).

e. When color coating material is other than specified (see 3.1.1).

f. Class, grade, and size of wire, color, and selvage for fabric required (see 3.3).

g. When barbed wire top on gate is required (see 3.4).

h. Coating required on latches, hinges, stops, and keepers, and weights of coatings if other than that specified (see 3.5).

i. Type latch required (see 3.5.1 and 3.5.2).

j. When rollers are other than specified (see 3.6).

MILITARY CUSTODIANS: CIVIL AGENCY COORDINATING ACTIVITIES:

Army - ME GSA - FSS Navy - YD HHS - FEC Air Force - 99 INTERIOR - BLM

USDA - AFS

Review Activities

PREPARING ACTIVITY:

Air Force - 84 DLA - CS Navy - YD

User Activities (Project 5660-0089)

Army - CE Navy - MC, CG

Orders for this publication are to be placed with General Services Administration, acting as an agent for the Superintendent of Documents. See section 2 of this specification to obtain extra copies and other documents referenced herein.

INCH-POUND

RR-F-191/2E

7 JUNE 2006

SUPERSEDING

14 May 1990

FEDERAL SPECIFICATION SHEET

FENCING, WIRE AND POST, METAL (CHAIN-LINK FENCE GATES)

(DETAIL SPECIFICATION)

The General Services Administration has authorized the use of this federal specification sheet by all Federal agencies.

(This specification forms a part of the latest issue of Federal specification RR-F-19l/GEN).

1. SCOPE AND CLASSIFICATION

1.1 Scope. This specification covers detail requirements for chain-link fence gates, and accessories.

1.2 Classification. Chain-link fence gates will be of the following types, as specified (see 6.1):

Type I - Single swing.

Type II - Double swing.

Type III - Single cantilever sliding, wheel sliding gate.

Type IV - Double cantilever sliding.

Type V - Single overhead sliding.

Type VI - Double overhead sliding.

2. APPLICABLE DOCUMENTS

2.1 Non-Government documents. The following other non-Government documents form a part of this specification to the extent specified herein. Unless otherwise specified, the issues are those cited in the solicitation.

American Society for Testing and Materials Standard (ASTM)

ASTM F900 Standard Specification for Industrial and Commercial Swing Gates.

ASTM F1184 Standard Specification for Industrial and Commercial Horizontal Slide Gates.

(Application for copies should be addressed to the ASTM, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959 or www.astm.org ).

Comments, suggestions, or questions on this document should be addressed to Defense Supply Center Philadelphia (DSCP), ATTN: DSCP-ITAA, 700 Robbins Avenue., Philadelphia, PA 19111-5096 or e-mail to dscpg&inspecomments@dla.mil. Since contact information can change, you may want to verify the currency of this address information using the ASSIST Online database at http://assist.daps.dla.mil.

FSC 5660

Downloaded from http://www.everyspec.com http://www.astm.org/ http://assist.daps.dla.mil/

3. REQUIREMENTS

3.1 Design. Detailed construction requirements for all gates shall be as specified (see 6.1), and shall meet the applicable requirements of this specification and ASTM F900 for Type I, and II, or ASTM F1184 for Type III, IV, V and VI. Gate frames shall be of welded construction. All gates shall be constructed so that they may be operated by one person.

3.1.1 Color coating and material. When color coating is required the color shall be as specified (see 6.1), and shall match the color specified for chain-link fabric as cited in RR-F-191/1. Steel frames shall be zinc-coated prior to application of color coating. Unless otherwise specified (see 6.1), color coating material shall be at the option of the manufacturer.

3.2 Frames. Gate frames shall be constructed from applicable class, size, and grade members selected from RR-F-191/3 as specified (see 6.1).

3.2.1 Welded zinc-coated frames. When specified (see 6.1), the frames shall be zinc-coated by the hot dip or metal spray method after fabrication. When frames are not zinc coated after fabrication the welds shall be coated with a zinc rich paint or cold zinc spray.

3.2.2 Color coated frames. When color coated frames are required and the frames are of welded construction, all weld areas shall be finished with a suitable rust preventative coating and a matching color final coating.

3.3 Fabric. Gate fabric shall be selected from RR-F-191/1 and shall be of type, size of mesh, gage size of wire, color, and selvage as specified (see 6.1).

3.4 Barbed wire top. When barbed wire top is specified (se 6.1), the end members of the gate frames extend 1 foot above the top horizontal section of the gate frame. Three strands of barbed wire, uniformly spaced, shall be attached by bands, clips or eyebolts.

3.5 Latches, hinges, stops, and keepers. Latches, hinges, stops and keepers shall be zinc-coated steel or color coated over zinc-coated steel as specified (see 6.1). When zinc coating is required, the weight of zinc coating shall be 1.2 ounces per square foot unless otherwise specified (see 6.1).

3.5.1 Single gate latches. Single gate latches shall be fork type, gravity drop bar type with positive locking features, or plunger bar type as specified (see 6.1).

3.5.2 Double gate latches. Latches for double gates shall be fork type latch with center drop rod, or plunger bar type arranged to engage the gate stop, or a positive locking gravity device as specified (see 6.1). Locking devices shall be constructed so that the center drop rod or plunger bar cannot be raised when locked.

3.5.3 Stops. Center gate stop shall be provided for all double gates and shall be suitable for setting in concrete or with anchors for the center drop rod or plunger.

3.5.4 Keepers. Keepers shall be provided for each gate leaf over 5 feet wide. Gate keepers shall consist of a mechanical device for securing the free end of the gate when in full open position.

3.5.5 Gate hinges. Gate hinges shall be of adequate strength for the gate, and shall have large bearing surfaces for clamping or bolting in position. Hinge action shall be such that gates may be easily opened and closed by one person. Hinges shall provide for full 180 degrees (°) swing of gate leaf.

3.6 Rollers. Rollers shall be equipped with bearings. Non-sealed type bearings shall be provided with a grease fitting for periodic maintenance. Rollers shall be secured to the gate post or gate frame without welding. Unless otherwise specified (see 6.1), rollers shall be enclosed.

4. QUALITY ASSURANCE PROVISIONS

4.1 Responsibility for inspection. (see RR-F-191/GEN)

4.2 Sampling. (see Section 6 of RR-F-191/GEN).

4.3 Examination. Examine gates for defects listed in Table I.

TABLE I. Classification of defects gates.

Defects Major Minor Type of gate not as specified. X Materials not as specified. X Color not as specified. X Truss rods missing or less than 5/16 – inch diameter. X Dimensions not within tolerance. X Welds not painted or protected against corrosion. X Gated construction not as specified. X Damage or defects affecting function or serviceability. X Damage or defects not affecting function or serviceability. X

5. PREPARATION FOR DELIVERY (see RR-F-191/GEN)

6. NOTES

(This section contains information of a general or explanatory nature that may be helpful, but is not mandatory.)

6.1 Ordering data. Purchasers should select the preferred options permitted herein and include the following information in acquisition documents:

a. Title, number, and date of this specification.

b. Type of gate required (see 1.2).

c. Design and construction of gate required (see 3.1).

d. When color coating is required and color (see 3.1.1).

e. When color coating material is other than specified (see 3.1.1).

f. Class, grade, and size of wire, color, and selvage for fabric required (see 3.3).

g. When barbed wire top on gate is required (see 3.4).

h. Coating required on latches, hinges, stops and keepers, and weights of coatings if other than that specified (see 3.5).

i. Type latch required (see 3.5.1 and 3.5.2).

j. When rollers are other than specified (see 3.6).

6.2 If gates are to be electrically operated, caution should be taken by following the safety design standard per ASTM F2200.

6.3 Changes from previous issue. The margins of this specification are marked with vertical lines to indicate where changes from the previous issue were made. This was done as a convenience only and the Government assumes no liability whatsoever for any inaccuracies in these notations. Bidders and contractors are cautioned to evaluate the requirements of this document based on the entire content irrespective of the marginal notations and relationship to the last previous issue

CUSTODIANS: PREPARING ACTIVITY:

Army - CR4 DLA - IS Navy - YD Air Force - 99 (Project 5660-2006-002)

Reviewing Activity:

Army - CE Navy - CG, MC

NOTE: The activities listed above were interested in this document as of the date of this document.

Since organizations and responsibilities can change. You should verify the currency of the information above using the ASSIST online database at http://assist.daps.dla.mil.

http://assist.daps.dla.mil/

RR-F-191_2E