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BID SCHEDULE

QUARTERS SECURITY FENCING

DELIVERABLES SCOPE SECTION QUANTITY UNIT UNIT PRICE NOTES

CONCRETE 2., C 1 EACH

FENCE MESH 2., D 1 EACH

FENCE POSTS 2., D 1 EACH

FENCE HARDWARE 2., D 1 EACH

EARTHWORK 2., A 1 EACH

BARBED WIRE 2., D 1 EACH

LABOR 2., A-F 1 EACH

Sheet1

INDIAN HEA

L

TH

SERV I CE

1 9

ROSEBUD COMPREHENSIVE

HEALTH FACILITY

PINE RIDGE

RESERVATION

ROSEBUD

CHEYENNE RIVER

STANDING ROCK

LOWER BRULE

CROW CREEK

YANKTON

FLANDREAU SANTEE

SISSETON/LAKE

TRAVERSE

NORTH

DAKOTA

W

YO

M

IN

G

NEBRASKA

M

N

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TA

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W A

AutoCAD SHX Text

DATE

REVISIONS

INIT.

SCALE:

PUBLIC LAW 86-121

FILE NAME:

LAYOUT NAME:

OFFICE OF ENVIRONMENTAL

DEPARTMENT OF FACILITIES MANAGEMENT

HEALTH & ENGINEERING

CHECKED BY:

PROJ ENG:

DRAWN BY:

SHEET

OF

APPROVED BY:

GREAT PLAINS AREA INDIAN HEALTH SERVICE

115 4TH AVE SE; FEDERAL BUILDING RM 309 ABERDEEN, SD 57401 (605) 226-7451

LANCE HANSON, PE

LANCE HANSON, PE

ROSEBUD HOSPITAL MAINTENANCE SHOP

LOGAN GAYTON, EI

EXISTING UTILITES

C. SAWATZKY

GP23RB500Z06

ROSEBUD, SOUTH DAKOTA

1"=50'

11 x 17 PLAN

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TomTom

IHS LEASE BOUNDARY

~5,500 LF OF PROPOSED CHAIN LINK FENCE

o o o o

INDIAN H

EA

L

TH

SERV I CE

1 9

DEPARTMENT OF FACILITIES MANAGEMENT

GREAT PLAINS AREA INDIAN HEALTH SERVICE

LLH

LLH

QUARTERS SECURITY FENCE

LJG

GP26RB600Q03_FIG_QUARTERS SECURITY FENCE

COREY SAWATZKY, PE

ROSEBUD, SD

1"=150'

TAB A - VICINITY MAP

Great Plains Area Indian Health Service Revised 04/2017

Chain Link Fencing 02821 - 1

SECTION 02821 – CHAIN LINK FENCING

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes the furnishing and installation of a 6 foot chain link fabric fence with barbed wire and gates.

1.2 RELATED WORK

A. Section 02300 – Earthwork

B. Section 03100 - Concrete

1.3 REFERENCES

A. AASHTO M279 – Specification for Zinc-Coated (Galvanized) Steel Woven Wire Fence Fabric

B. ASTM A121 - 13 – Standard Specification for Metallic-Coated Carbon Steel Barbed

Wire

C. ASTM A123/A123M - 12 – Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

D. ASTM A392 - 11a – Standard Specification for Zinc-Coated Steel Chain-Link Fence

Fabric

E. ASTM A1011/A1011M - 12b – Standard Specification for Steel, Sheet and Strip, Hot- Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength

1.4 SUBMITTALS

A. Steel posts

B. Fence fabric

C. Smooth wire and fabric fasteners

D. Barbed wire

E. Braces

F. Vehicle gate

G. Person gate

Chain Link Fencing 02821 - 2

PART 2 - PRODUCTS

2.1 STEEL POSTS

A. Product of a manufacturer specializing in fence products.

B. Conform to ASTM F1043 Group IC, ASTM A123, and ASTM A1011.

C. Line Posts.

1. SS40 galvanized steel tubing.

2. Minimum outside diameter: 2.375 inch.

3. Minimum weight: 3.12 pounds per foot.

4. Minimum wall thickness: 0.130 inch.

5. Minimum yield strength: 50,000 psi.

6. Minimum length: 9.5 feet.

7. Set in 1.0 foot diameter concrete footing, 3.5 feet below finished grade.

8. Supplied with vertical barbed wire supporting arms.

D. Top and Truss Brace Rail.

2. Minimum outside diameter: 1.660 inch.

3. Minimum weight: 1.84 pounds per foot.

4. Minimum wall thickness: 0.111 inch.

5. Minimum yield strength: 50,000 psi.

6. Minimum length: 18 feet.

E. Terminal, Corner, Pull and Gate Posts.

2. Minimum outside diameter: 4.000 inch.

3. Minimum weight: 6.57 pounds per foot.

4. Minimum wall thickness: 0.160 inch.

5. Minimum yield strength: 50,000 psi.

6. Minimum length: 11.0 feet

7. Set in 1.0 foot diameter concrete footing, 3.5 feet below finished grade.

8. Supplied with galvanized post tops.

2.2 FENCE FABRIC

A. Conform to ASTM A392 - 11A Class 1.

B. Galvanized No. 9 gauge steel wire.

C. 2 inch diamond pattern mesh.

D. Minimum breaking strength: 1200 lbs.

E. Heavily zinc coated, after weaving, by hot dip spelter process

Chain Link Fencing 02821 - 3

2.3 SMOOTH WIRE AND FABRIC FASTENERS

A. Tie wires: No. 12 gauge zinc coated steel or No. 9 gauge aluminum.

B. Hog rings: No. 9 gauge zinc coated steel or No. 7 gauge aluminum.

C. Bottom Tension wire: No. 7 gauge zinc coated steel or No. 6 gauge aluminum.

2.4 BARBED WIRE

A. Conform to ASTM 121 Class 3.

B. No. 12 1/2 gauge, double strand coated twist wire.

C. Large 14 gauge, 4 point barbs spaced approximately 5 inches apart.

D. Zinc coated with a minimum coating of 0.80 ounces per square foot of surface area on 12 1/2 gauge wire and 0.60 ounces per square foot of surface area on 14 gauge wire.

E. Mark splices in the barbed wire with a crimping tool and sleeves equal to Nicopress.

2.5 BRACE ASSEMBLY

A. Terminal, Corner, Pull, and Gate Post Bracing

1. See part 2.1D

B. Diagonal Truss Rod Assembly.

1. 3/8 inch galvanized steel with turnbuckle.

2.6 GATES

A. 12 foot double swing gate

1. Provide padlockable latching device as manufactured by Dakota Fence Products, Bismarck, ND, or equal.

2. Buried receiver pipe locking system not allowed.

3. Provide two semi-automatic outer catches to secure the gates in the open position.

B. 15 foot rolling cantilever gate

1. Provide padlockable latching device as manufactured by Dakota Fence Products, Bismarck, ND, or equal.

C. Man Gate: 3 foot gate with latching devices.

D. Structural Steel Tubing:

Chain Link Fencing 02821 - 4

2. Minimum outside diameter: 1.900 inch.

3. Minimum weight: 2.28 pounds per foot.

4. Minimum wall thickness: 0.120 inch.

5. Minimum yield strength: 50,000 psi.

6. Jointed at coroners by arc welding to form solid one piece panel.

E. Fence Fabric: see part 2.2 above.

F. Barbed Wire: see part 2.4 above.

G. Diagonal Bracing: see part 2.5 above.

H. Zinc coat all portions of the gate by the hot-dip spelter process.

I. Provide two (2) Master Lock M115XDLF padlocks or equal with four (4) keys.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install fence to the dimensions, spacing, and locations shown on the plans provided by the Project Engineer.

B. Install all posts as indicated in the plans and have no post greater than 10 feet on center from the nearest post.

1. Set posts plumb and in line with the side where the fabric is to be fastened.

2. Set posts in 1.0 foot diameter concrete footing, 3.5 feet below finished grade, as indicated on plans.

a. Mix concrete prior to placing as pouring dry mix around post is not allowed.

3. Set line posts vertically to full depth without cutting off the top to avoid rock or other obstructions.

C. Install fence fabric and barbed wire on the side of the post away from the facility.

D. Attach fence fabric to steel posts using fabric ties.

1. Line post maximum tie spacing: 15 inches.

2. Top post maximum tie spacing: 24 inches.

E. Install fence fabric parallel with finished grade with a maximum gap of 2 inches.

F. Install tension bars on all terminal, corner, pull, and gate posts.

G. Install bottom tension wire, fastened to chain link fabric, at maximum 24 inch intervals with hog rings.

Chain Link Fencing 02821 - 5

H. Install top rail with galvanized couplings for connecting the lengths into a continuous run not less than 18 feet.

I. Install vertical barbed wire arms at the top of each post with holes suitable for through passage of top rail and provide means to connect to corner and gate posts.

J. Connect 3 lines of barbed wire to each vertical barbed wire arm.

1. Install top barbed wire 12 inches above top of fence fabric.

2. Space wires uniformly.

3. Extend corner and gate posts vertically to accommodate attaching the 3 strands of barbed wire by suitable means.

K. Install brace assemblies on all corner, end, and gate posts.

1. Supply two brace assemblies, one in each direction for each corner post.

2. Attach 3/8 inch adjustable truss rod diagonally to the first ensuing line post.

3. Install braces so that posts are plumb and true when diagonal rod is under proper tension.

L. Construct and install all gates as shown on the plans.

1. Provide tension bars with bands at vertical edges and tie wires at a maximum of 12 inches on center along top and bottom edges.

2. Provide diagonal bracing to ensure frame rigidity without sag or twist.

3. Provide a 2.5 inch maximum gap between gate bottom and finished grade.

4. Ensure gate will fully open without obstruction and semi-automatic outer catches are adjusted to secure gates in the open position.

3.2 PREPARATION

A. Clear fence line of obstructions.

B. Grade surface to provide uniform gap between the fence bottom selvage and finished grade.

END OF SECTION

SECTION 02821 – CHAIN LINK FENCING

PART 1 - GENERAL

PART 2 - PRODUCTS

PART 3 - EXECUTION

END OF SECTION

D

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1 9 5 5

X X X X

XXXX

XXXXXXXXXXXXXX

XXXXXXXXXXXXXX

XXXXXXX

X X X X X X X

X X X X X X X X

XXXXXXX

10'-0"

12"

6'-0"

2"

3'-6"

TENSION WIRE

LINE POST

(2.375" MIN. O.D.)

VERTICAL ARM ON LINE

POST FOR BARB WIRE

12" DIA.

12'-0"

7'-6"

GATE POST

(4.00" MIN. O.D)

10'-0"

3/8" TRUSS

ROD

TRUSS BRACE

(1.66" O.D.)

TENSION WIRE

CORNER POST

(4.00" MIN. O.D.)

3/8" TRUSS

SEE SHEET-X FOR SLIDING

GATE LATCH DETAILS

** SEE SHEET-X FOR CHAIN-LINK

FENCE DETAILS

GATE POST

(4.00" MIN. O.D)

TOP RAIL

TOP RAIL

18"

LINE FENCE DETAIL

NOT TO SCALE

DOUBLE GATE DETAIL

LINE FENCE W/CORNER POST DETAIL

SANITATION FACILITIES CONSTRUCTION

GREAT PLAIN INDIAN HEALTH SERVICE

M-11_CHAIN_LINK_FNCING

NTS

C. SNELL

M-11_CHAIN LINK FENCING DETAILS

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1 9 5 5

LANDSCAPE EDGING DETAIL

"L-SHAPED" ALUMINUM

MAINTENANCE STRIP, 3-1/2" CRUSHED

ROCK

3" OF 3/8" - 1/2" CRUSHED

ROCK

10 MIL POLY SHEETING

12" ALUMINUM STAKE, 6 PER

16' SECTION OF EDGING STRIP

BACK FILL MATERIAL

(EXISTING ON SITE)

SLIDE BAR FRONT VIEW

SLIDE BAR TOP VIEW

TOP VIEW OF ASSEMBLY POSITION

FRONT VIEW

TOP VIEW

LOCKING ROD

RECEIVING COLLAR

PIPE COLLAR

LATCH COLLAR

PIPE SPACERS

4"

1'-7"

4'-2"

3/4"

VIEW

A-A

4'-2"

1" 2-5/8"

5-3/8"

2" 2"

TERMINAL POST WITH FABRIC FASTENING

TRUSS BRACE & TRUSS ROD

LINE POST SET IN

CONCRETE

METHOD OF FASTENING

FABRIC TO LINE POSTS

PLAN VIEW OF CORNER

TERMINAL

POST CAP

TERMINAL POST

TENSION

STRAP

TURNBUCKLE

TRUSS ROD

EARTH

TRUSS ROD

CORNER POST

CONCRETE FOOTING

12" DIAMETER MIN.

WIRE CLIP

WIRE CLIP

LATCH COLLAR PIPE COLLAR SLIDE BAR

3/4" LOCKING

RECEIVER

COLLAR

SLIDE BAR

3/4" LOCKING

3/4" ROD

1/2" X 3-1/2" BOLTS

2-1/2" X 5" X 3/16"

RECT. TUBE

2-3/8" O.D. PIPE

2-3/8" O.D. PIPE

1-7/8" O.D. PIPE

1-7/8" O.D. PIPE

RECEIVER

COLLAR

LATCH COLLAR

1/2" ELASTIC NUTS

10'-9" MIN.

3"

3"

2'-1 3/4"

2'-1 3/4"

7"

8"

SLIDING GATE LATCH DETAIL

CHAIN-LINK FENCE DETAILS

4'

6'

5'

X X X

FORK LATCH

SINGLE GATE DETAIL

XXX

NOTE: FACE LIGHT TOWARDS CONTROL PANEL

1" PVC CONDUIT

TO CONTROL PANEL

FLOOD LIGHT WITH POLE

TOP MOUNTING BRACKET

VERTICAL ARM ON LINE

POST FOR BARBED WIRE

6'

FENCE MOUNTED LIGHT DETAIL

SANITATION FACILITIES CONSTRUCTION

GREAT PLAIN INDIAN HEALTH SERVICE

M-11_CHAIN_LINK_FNCING

NTS

M-11_CHAIN LINK FENCING DETAILS

x

Sheets and Views

M-11_CHAIN_LINK_FNCING-CHAIN_LINK-1

M-11_CHAIN_LINK_FNCING-CHAIN_LINK-2

STATEMENT OF WORK

INDIAN HEALTH SERVICE

GPA IDIQ CONTRACT SCHEDULE B – ROSEBUD, SD

QUARTERS UNITS

DECEMBER 2025

Statement of Work Page 2 Quarters Security Fencing November 2025

Table of Contents

1. Project Description

2. Scope of Work (SOW)

3. Period of Performance

4. Submittals

5. Schedule/Meetings

6. Miscellaneous

7. Payments to the Contractor

8. Contracting Officer Representative (COR)

9. Invoice Format

10. Closeout Documents

Appendix A – Quote Schedule

Appendix B – Fence Location

Appendix C – Fence Codes

Appendix D – Fence Details

Statement of Work Page 3

STATEMENT OF WORK

ROSEBUD SERVICE UNIT

1. Project Description A. Title: Quarters Security Fencing

B. Location: This project installs a fence along the northern, western, and southern property line of the upper quarters of the Rosebud Hospital. Location of the fence can be seen in Appendix B.

C. Period of Performance: 180 calendar days from Notice to Proceed.

D. Description: The project defined within this Scope of Work is the installation of a 6ft tall chain link fence topped with barbed wire in the location shown in Appendix B. Contractor shall install products following all manufacturer’s specifications.

E. Background: Security concerns have arisen due to vehicle break-ins and property damage. To protect the quarter’s units and their inhabitants, a security fence is to be installed.

F. Related Documents

1. This SOW and any other standard government or IHS documents are included and considered a part of this contract.

2. IHS Architecture and Engineering Design Manual – 2019

3. FGI 2018 – Healthcare Facility Design Guide

4. NFPA 101 Life Safety Code – 2012

5. NFPA 70 National Electric Code (NEC)

6. ASHRAE 170

7. ASHRAE Fundamentals Handbook 2017

8. NFPA 99 Healthcare Facilities Codebook, 2012

G. Common Acronyms or Definitions

1. IHS – Indian Health Service

2. CMS – Centers for Medicare & Medicaid Services

3. RB – Rosebud

4. BAS – Building Automation System

5. Metasys – Name of the existing BAS

6. CO – Contracting Officer

7. COR – Contracting Officer’s Representative

8. PM – Project Manager

9. IGCE – Independent Government Cost Estimate

Statement of Work Page 4

10. BIM – Building Information Model

11. LOD – Level of Design

12. CAD – Computer Aided Design

13. RFI – Request For Information

2. Scope of Work (SOW) The scope of this project includes all demo, new installation, and clean up for installation of the products described below. The exact location of the fence to be installed shall be coordinated with the facility manager and/or COR. The location of the fence can be seen in Appendix B. The fence shall be one continuous fence along the path shown in Appendix B. The north end of the Fence will attach to an existing fence that surrounds the OST Nursing quarters building.

The contractor shall provide all engineering, design, material, labor, equipment and supervision required to accomplish the following:

A. Demolition: Appendix C and Appendix D give instruction on ground preparation around fence-line.

B. Warranty: Provide a 1-year labor and material warranty at no additional cost to the government which provides for the repair of all work and equipment that was provided under this scope of work.

C. Concrete: See Appendix C and Appendix D for concrete type, size, and installation

D. Metals: Appendix C and Appendix D give all details and requirements for Chain Link Fencing for this project.

E. Clean Up: Jobsite shall be cleaned daily. The construction areas involved shall be free of any debris, rubbish and left over material scraps upon completion of the project. Trash receptacles used for the collection of this debris and their removal from the project site shall be provided by the contractor. The site will be inspected by the engineer prior to final payment to ensure the sites return to their original condition prior to construction.

F. Site Restoration: The construction site shall be free of any materials, debris and/or rubbish. The contractor will be responsible for the removal of this debris and must restore the site to its original condition as approved by the project engineer. Photo are to be taken before construction begins for documentation the sites original condition by the contractor.

3. Period of Performance.

A. Time of the Essence: All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract.

B. The Work will be substantially completed within One Hundred Eighty (180) calendar days after the date when the Contract Times commence to run.

Statement of Work Page 5

4. Submittals A. Submittals or shop drawings shall be submitted for the following items and shall be delivered electronically to the COR or designated PM for final approval before ordering any new material or equipment.

1. Fencing Materials

2. Fence Layout Submittals

3. All Fence Hardware to be used

5. Schedule/Meetings A. The general contractor shall submit a detailed schedule to the COR for approval within (14) calendar days of the award.

B. Pre-Construction Meeting: One Pre-Construction meeting shall be conducted prior to the start of the construction of the contract.

C. Progress Meetings: Progress meetings shall be conducted at regular intervals as merited by the progress of the work.

D. Substantial Completion: One substantial completion meeting shall be held following notification of the COR by the General Contractor that the project is Substantially Complete.

E. Final Completion: One final completion meeting shall be held following determination that the project is complete.

6. Miscellaneous A. Occupancy of Government Facilities. The contractor shall be responsible for properly informing the

COR of any condition which would jeopardize the building or its contents, such as loss of heat, air conditioning, danger of pipes freezing, loss of electrical power, water, sewer or loss of building security.

B. Correspondence. All correspondence shall be addressed to the COR. Each letter, document, etc., shall contain the following information:

1. Date

2. Project Numbers, Contract Number, Delivery Order Number and Service Unit Name/Location.

3. Name of those who were sent copies.

C. Superintendent. The prime contractor shall have an onsite superintendent for this project while any and all work is being performed unless prior approval is grant from the COR.

D. Tribal Requirements.

1. The Contractor and all subcontractors engaging in work on the ROSEBUD Indian Reservation will be required to comply with the Indian preference and Indian preference program requirements administered by the Oglala Sioux Tribe Tribal Employment Rights Office (TERO).

2. Before commencing work, contractors and sub-contractors are required to submit an acceptable “Compliance Agreement” to the TERO office. Copies of this form can be obtained from the

Statement of Work Page 6

TERO office. Typical requirements of TERO include a fee of 4% on the total contract price, and submission of weekly certified payroll reports to TERO.

3. Additionally, the rules and regulations of the TERO Ordinance require that no person who is not a local Indian shall be employed by a covered employer until a work permit has been obtained for them from TERO. The annual work permit fee for each employee is $250.00.

4. Contractors are strongly encouraged to contact the TERO office at (605) 867-5167 for an explanation of tribal requirements. Other fees may apply.

E. Construction Materials and Storage

1. All materials shall be stored and handled according the manufacturers’ recommendations.

2. All materials shall be submitted to the COR prior to ordering, for approval by the project engineer.

3. The contractor(s) shall be present and on site to receive all construction material, equipment, or products. IHS staff will not be present, responsible, nor receive, or provide any type of offloading equipment for construction materials, products, or equipment. It is solely the contractor(s) responsibility to properly receive any and all construction equipment, products, and materials on site.

4. The contractor(s) shall provide their own means of storing any and all construction materials, products, or equipment required for installation. IHS staff will not be responsible or provide any means of storing construction material, products, or equipment before or during construction.

All material, products, or equipment remain the contractor(s) property until the project has been deemed substantially completed by all parties.

F. Hours Of Operation

1. The project shall start after award and receipt of the Notice to Proceed

2. The work hours shall be 8:00am – 5:00pm, Monday – Friday. Weekends and after hours work may be available upon request.

7. Payments to the Contractor

1. The Government will pay the Contractor a fixed price, as indicted below, which will constitute full compensation for all Contractor professional and incidental services, travel expenses, and materials necessary to furnish complete project as required and specified in this SOW.

2. Progress payments will be paid following acceptance by the Government of that particular schedule item and a properly submitted and approved invoice.

Statement of Work Page 7

8. Contracting Officer Representative (COR) Logan Gayton will be designated as the Contracting Officer’s Representative (COR) for this Order. His address and telephone are:

Logan Gayton, EI Great Plains Area Indian Health Service Division of Facilities Management & Engineering 3200 Canyon Lake Dr.

Rapid City, SD 57702 Office: 605-945-5451 logan.gayton@ihs.gov

Any change in COR designation will be documented by the Contracting Officer in writing.

9. Invoice Format Invoice Processing Platform (IPP) The Indian Health Service (IHS) is in the process of implementing an electronic invoicing system In compliance with the Office of Management and Budget (OMB) M-15-19 memorandum, Improving Government Efficiency and Saving Taxpayer Dollars Through Electronic Invoicing, directing Federal agencies to adopt electronic invoicing as the primary means to disburse payment to vendors. Invoices submitted under any award resulting from this solicitation will be required to utilize the Invoice Processing Platform (IPP) in accordance with HHSAR 352.232-71, Electronic Submission and Processing of Payment Requests.

IPP is a secure, web-based electronic invoicing system provided by the U.S. Department of the Treasury’s Bureau of the Fiscal Service, in partnership with the Federal Reserve Bank of St. Louis (FRSTL).

Respondents to this solicitation are encouraged to register an account with IPP if they have not already done so. If your organization is already registered to use IPP, you will not be required to re-register-however, we encourage you make sure your organization and designated IPP user accounts are valid and up to date.

The IPP website address is: https://www.ipp.gov If you require assistance registering or IPP account access, please contact the IPP Helpdesk at (866) 973- 3131 (M-F 8AM to 6PM ET), or IPPCustomerSupport@fiscal.treasury.gov Should the contractor feel that use of the IPP would be unduly burdensome, their response to this solicitation should include an explanation of this position for a determination by the contracting officer.

10. Closeout Documents The Contractor shall submit one hard copy set of all final, installed submittal items, accessories, and all installation/operation/maintenance documents to the facility manager/engineer. The final installed submittal package and O&M shall also be sent electronically to the COR and/or PM.

https://obamawhitehouse.archives.gov/sites/default/files/omb/memoranda/2015/m-15-19.pdf https://www.ipp.gov/ mailto:IPPCustomerSupport@fiscal.treasury.gov

Statement of Work Page 8

Appendix A – Quote Schedule

Appendix B – Fence Location

Appendix C – Fence Codes

Appendix D – Fence Details

1. Project Description

4. Submittals

5. Schedule/Meetings

6. Miscellaneous

A.

B.

C.

D.

E.

F.

7. Payments to the Contractor

8. Contracting Officer Representative (COR)

9. Invoice Format

10. Closeout Documents

Appendix A – Quote Schedule

Appendix B – Fence Location

Appendix C – Fence Codes

Appendix D – Fence Details