WO52932 SoW Repair Steel Guard Rail and Light Pole on Elam Rd._30Aug21.pdf

400 Young Road Vance AFB, OK 73705 580.213.7174

Prepared By: A. Cole, C. Haney and J. Ortiz Repair Steel Guard Rail and Replace Light Pole on Elam Rd., W.O. 52932

STATEMENT OF WORK

Repair Steel Guard Rail and Replace Pole on Elam Road, W.O. 52932

VANCE AFB, OKLAHOMA

August 30, 2021

PART 1 GENERAL

1.01. LOCATION

A. Location of work to be accomplished under this statement of work is at Vance Air Force Base. Vance AFB is located three miles south of the city of Enid, Oklahoma. The work is to be completed on the north end of Elam Road, approximately 100‐feet south of the Baker Gate (Industrial gate) intersection with Cleveland Street. Latitude 36.354207 and longitude ‐97.907905. A section of the guard rail and a light pole were damaged by a driver last winter and need to be replaced.

B. This Statement of Work contains three parts

a. Part 1 ‐ Scope of Work

b. Part 2 ‐ Execution of Work

c. Part 3 ‐ Site Information

1.02. SCOPE OF WORK

The Contractor shall furnish all supervision, labor, equipment, consumable materials, supplies, tools and other items to complete the construction as listed in the scope of work. All quotes shall include all shipping charges for completion of the project. The contractor shall coordinate all work with AFFS Construction Management before starting any work. The list of items below are to be considered the general scope of work for this project. The work covered under this statement of work shall consist of the following: Replace section of guard rail and one light pole.

A. This project consists of replacing guard rail and supports; and one light pole. Work includes minor site demolition and electrical work. All work should be compliant with ODOT 624.04. Additional details are described below:

a. Demo any remaining structures to include railing, posts, and light pole.

b. Install 37 steel post 6” x 8” spaced at 6’ ‐ 3” on center. Posts must follow guardrail ODOT standards, T‐601. Refer to Appendix A.

c. Install 230 L.F. of guard rails, complete‐in‐place.

580.213.7174

Prepared By: A. Cole, C. Haney and J. Ortiz Repair Steel Guard Rail and Replace Light Pole on Elam Rd., W.O. 52932

d. Install light pole and arm. Material to be StressCrete concrete spun pole to match existing poles, or approved equivalent as approved by the Construction Manager.

i. Serial Number for pole E300‐CPR‐G‐E80 S/F KA1915.

ii. Serial Number for arm KA190‐A‐TR‐1‐15

e. Remove and replace wire from the connecting pole to the new pole. There are an extra set of wires that need to be capped.

i. Distance between connecting poles 190‐feet.

ii. Pole height 30 feet.

iii. Pole arm length 15 feet.

f. Traffic control to be submitted to the Construction Manager for review and approval at least 72 hours in advance.

B. Clean site to preconstruction conditions or better.

C. The Contractor shall provide a standard 1‐year Contractor’s warranty for all labor and material from date of the base’s acceptance of completion.

D. Quotes to include not less than prevailing wage labor rate for Garfield County, OK.

E. Proposals must be valid for a minimum of 180 days.

F. Owner reserves the right to reject any bid which does not completely satisfy the scope of work above.

G. The Contractor must provide basic construction drawing and specification of the proposed scope of work for review as part of the bid package.

H. Existing underground electric line and sewer gravity line may conflict with below groundwork. Existing Utilities will be marked by Vance AFB if below groundwork is to be conducted. The Contractor shall maintain the utility markings after base personnel have located them. The Contractor shall obtain an approved Air Force Form 103, BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST before beginning any below grade work. The Contractor is responsible for repairing any utility damaged during construction.

1.03. SCHEDULE OF WORK

A. Contractor shall schedule work in advance with the AFFS Construction Management.

B. Contractor shall complete work on this contract with minimum interference to normal functions around this area.

580.213.7174

Prepared By: A. Cole, C. Haney and J. Ortiz Repair Steel Guard Rail and Replace Light Pole on Elam Rd., W.O. 52932

C. Contractor shall be responsible for establishing a schedule to meet construction time.

D. Contractor shall develop, and submit a schedule indicating all work activities including required interruptions of utilities, facilities activities, or traffic flow to AFFS Construction Management for approval.

E. Contractor shall coordinate their work with AFFS Construction Management to avoid interference with necessary activities within and adjacent to the construction site. The Contractor shall coordinate the work of all trades to prevent any conflicts. The Contractor, before proceeding with the construction, shall resolve any conflicts of components.

F. The Contractor shall conduct their work so the Government property and personnel, other personnel, and work areas shall be protected at all times.

1.04. WORKING HOURS

A. Contractor shall perform all work during normal working hours except as otherwise approved to accommodate agreed upon "shut‐downs" and other required "after hours" work. At no time shall any facility have their services or utilities disrupted during normal working hours without prior approval from the AFFS Construction Manager.

B. Working Hours: Normal working hours shall be from 6:00 a.m. to 4:45 p.m., Monday thru Friday. Night, weekend and holiday work shall be subject to approval by the AFFS Construction Management. The gate will be open from 6:00 a.m. to 2:00 pm and traffic control must be provided during these hours. The Contractor shall provide a request, in writing, of their intention to work at such times to the AFFS Construction Management 48 hours in advance of the specified time.

C. Contractor shall have all materials for their work delivered during normal working hours and shall have a representative present to receive shipments. The contractor shall be particularly aware that all delivery vehicles are subject to inspection and must have sufficient project information. This includes name and address of the project site and name of prime contractor and a point of contact for delivery.

D. Contractor is responsible for obtaining passes to enter the installation. The contractor shall coordinate with AFFS Construction Manager to obtain approval and documentation for application of passes/ID.

580.213.7174

Prepared By: A. Cole, C. Haney and J. Ortiz Repair Steel Guard Rail and Replace Light Pole on Elam Rd., W.O. 52932

1.05. CONTRACTOR’S REPRESENTATIVE

A. A representative of the Contractor shall directly supervise accomplishment of this work.

The representative shall be responsible for coordinating all phases of work with the AFFS

Construction Management. The representative shall be on the job site or readily accessible at all times work is being performed and shall have authority to execute no cost field changes on behalf of the Contractor if agreed to by all parties involved.

B. Contractor’s representative shall also be responsible for all quality control of the job site and shall be held responsible by the AFFS Construction Management for the removal and installation of all product in accordance with this statement of work. The representative shall be competent and familiar with all phases of work under their authority. The contractor’s representative shall provide telephone (main and cell phone) contact numbers.

These telephone numbers shall be on record with the AFFS Construction Management.

1.06 PROVIDED SERVICES AND UTILITIES

A. Utilities: Electric power will be made available to the Contractor at the discretion of AFFS Construction Management from the nearest suitable and available connection.

B. Water/Latrine: Water will be made available to the contractor. Contractor will be required to provide their own Latrines.

1.07 INSPECTION

A. The work shall be conducted under the general direction of the AFFS Construction

Management and is subject to the inspection of the Construction Manager to ensure strict compliance with the terms of the contract.

1.08 EXCESS MATERIALS (EXCLUDING HAZARDOUS MATERIALS OR WASTE)

A. All waste materials resulting from accomplishment of this work shall become the property of the Contractor. The Contractor shall haul all non‐hazardous waste from this project off of Vance Air Force Base and dispose of it properly.

B. The Contractor shall be required to control all foreign objects debris from exiting the job site at all times.

580.213.7174

Prepared By: A. Cole, C. Haney and J. Ortiz Repair Steel Guard Rail and Replace Light Pole on Elam Rd., W.O. 52932

C. At no time will the Contractor dispose of any recyclable materials in the landfill. All recyclable material will be taken to an approved recycling center at no cost to the government.

1.09 SPECIAL MATERIALS

A. Prohibited Material; The manufacturer of materials that are to be used in this contract shall certify that the product does not contain mercury, toluene, chlorinated solvents, hydrolysable chlorine derivatives, ethylene base glycol ethers and their acetates, nor any carcinogen, as defined in 29 CFR 1910,1200. Materials used shall not contain lead and hexavalent chromium compounds.

B. At no time shall class 1 Ozone Depleting Chemical (ODC’s) be specified and shall not be used unless otherwise allowed by the AFFS Construction Management.

1.10. MATERIALS

Copies of all materials for this project are to be submitted to the AFFS Construction Management and must be approved by Vance Environmental Office prior to purchasing any items. All hazardous chemicals used on the project are required to have approved Safety Data Sheets by the Vance Environmental Office prior to bringing them on to the installation. All hazardous waste generated by the project will become the property of Vance AFB for proper disposal.

PART 2 EXECUTION

2.01 SITE SAFETY REQUIREMENTS

A. All work shall be done in compliance with the safety standards as defined in AFMAN 91‐ 203.

B. The Contractor shall comply with all applicable standards and provisions of the Occupational Safety and Health Act (OSHA).

C. The Contractor shall take all necessary and prudent safety precautions to ensure the safety of the workforce and other exposed personnel.

D. Contractor shall implement local Base procedure for entries to Air Force control/restricted areas where Contractor personnel will work.

580.213.7174

Prepared By: A. Cole, C. Haney and J. Ortiz Repair Steel Guard Rail and Replace Light Pole on Elam Rd., W.O. 52932

2.02 INSTALLATION

A. The duration of the project is 120 calendar days. The contractor will have up to 60 calendar days of nonperformance for mobilization and material lead time. If material lead time will be greater than 60 days, the nonperformance period may be extended, with permission of the AFFS Construction Management. All work will be completed within 60 calendar days after starting work.

B. All materials must meet the Buy American Act.

C. All materials shall be included in preconstruction submittals for approval by AFFS Construction Management prior to construction.

D. The Contractor shall be responsible for the repairs of any property damage as a result of Contractor negligence.

E. Installation includes the following items and other work incidental to:

a. Removing existing guard rail, posts and light post base and cabling.

b. Installing guard rail and posts.

c. Installing new light pole and cabling, complete‐in‐place.

d. Restoring and cleaning site to preconditions or better.

e. The Contractor shall provide traffic control and protect construction site after working hours.

F. Selected left‐over, new materials shall become the property of Vance Air Force Base as directed by the AFFS Construction Management.

G. Contractor shall restore all areas disturbed during the execution of this project to their original condition; and shall clean and remove equipment and material from the site when the work is completed; and as directed by the AFFS Construction Management.

580.213.7174

Prepared By: A. Cole, C. Haney and J. Ortiz Repair Steel Guard Rail and Replace Light Pole on Elam Rd., W.O. 52932

PART 3 SITE INFORMATION

Figure 1. Project Location (Not to Scale)

580.213.7174

Prepared By: A. Cole, C. Haney and J. Ortiz Repair Steel Guard Rail and Replace Light Pole on Elam Rd., W.O. 52932

LIST OF APPENDICES

APPENDIX A – Site Pictures

APPENDIX B – Oklahoma Department of Transportation Construction Standards

APPENDIX C – StressCrete Concrete Pole Standards

580.213.7174

Prepared By: A. Cole, C. Haney and J. Ortiz Repair Steel Guard Rail and Replace Light Pole on Elam Rd., W.O. 52932

APPENDIX A – SITE PICTURES

Fig. A.1 – Guardrail looking south. Fig. A.2 – Guardrail and road shoulder.

Figure A.3 – Damaged post. Figure A.4 – Electrical pole cabling.

580.213.7174

Prepared By: A. Cole, C. Haney and J. Ortiz Repair Steel Guard Rail and Replace Light Pole on Elam Rd., W.O. 52932

APPENDIX B – Oklahoma Department of Transportation Construction Standards

T‐605 – Guardrail and Hardware (31‐in system)

T‐606 ‐ Guardrail and Hardware (31‐in system)

580.213.7174

Prepared By: A. Cole, C. Haney and J. Ortiz Repair Steel Guard Rail and Replace Light Pole on Elam Rd., W.O. 52932

APPENDIX C – StressCrete Concrete Pole Standards

Pole Catalog Number

Pole Height Above

Grade

Pole Butt Diameter (Inches)

Base Plate Size

(Inches)

Bolt Circle***

(Inches)

Ultimate Ground- Line Moment

(ft. lbs.**)

Nominal Weight

(lbs.)

P-300-CPR-G

P-325-CPR-G

P-350-CPR-G

P-375-CPR-G

P-400-CPR-G

P-425-CPR-G

P-450-CPR-G

30' 0" 32' 6" 35' 0" 37' 6" 40' 0" 42' 6" 45' 0"

11.90 12.35 12.80 13.25 13.70 14.15 14.60

14.5 x 14.5

14.5 x 14.5

14.5 x 14.5

14.5 x 14.5

14.5 x 14.5

16 x 16 16 x 16

33600 36600 39600 42600 45600 48600 51600

Round, Class C - Heavy Duty Pole Physical Details:

• Round symmetrically tapered shaft.

• 6.5”” diameter pole tip.

• 0.18” per linear ft. taper increase.

• 1200 lb. transverse bending strength (2 ft. from tip).

• Mold finish is standard but optional etched Decor colors are available.

• For various luminaire mounting details, please reference arms and accessories.

Round Class C - Heavy Duty Pole

Pole Catalog Number

Pole Height Above

Grade

Assumed Embedment

Depth*

Overall Pole

Length

Pole Butt Diameter (Inches)

Ultimate Ground- Line Moment

(ft. lbs.**)

Nominal Weight

(lbs.)

E-300-CPR-G

E-325-CPR-G

E-350-CPR-G

E-375-CPR-G

E-400-CPR-G

E-425-CPR-G

E-450-CPR-G

E-475-CPR-G

E-500-CPR-G

25' 0" 27' 0" 29' 6" 32' 0" 34' 0" 36' 6" 39' 0" 40' 6" 43' 0"

5' 0" 5' 6" 5' 6" 5' 6" 6' 0" 6' 0" 6' 0" 7' 0" 7' 0"

30' 0" 32' 6" 35' 0" 37' 6" 40' 0" 42' 6" 45' 0" 47' 6" 50' 0"

11.90 12.35 12.80 13.25 13.70 14.15 14.60 15.05 15.50

27600 30000 33000 36000 38400 41400 44400 46200 49200

Direct Embedment

Base Plate

LP-7

Color Eclipse Ash Pearl Dusty Aztec Desert Saluki (Black) White Gray Rose Jade Sand Bronze

Finish (Green) (Buff) (Brown)

Etched E11 E35 E40 E41 E51 E70 E90 Finish

Class - EPA Loading Decor Colors & Finishes

Mold finish, catalog #M00, is standard on all poles. Decor colors and finishes must be specified. A clear acrylic coating is standard on all Decor poles.

When selecting a pole strength class, care must be taken to ensure it will carry the desired EPA loading of arm and luminaire for the wind conditions at your location. If you are unsure of your location's wind condition, please reference Isotach Map in General and Technical section.

Pole Height Post Top & Imbalanced Loads Above Grade Bal. Loads 8’ arm 10 arm 12’ arm 15’ arm

30 33 30 28 3/4 27 1/4 24 3/4 35 31 1/2 29 28 26 3/4 24 1/2 40 30 28 27 26 24 1/4 45 28 1/2 26 3/4 26 25 23 1/2 30 26 1/4 24 22 1/4 21 1/4 19 35 24 3/4 22 3/4 21 1/2 20 1/2 18 3/4 40 23 1/4 21 1/2 20 3/4 19 3/4 18 1/4 45 21 3/4 20 1/4 19 1/2 19 17 1/2 30 21 19 17 1/2 16 1/2 14 3/4 35 19 1/2 18 16 3/4 16 14 1/2 40 18 16 3/4 16 15 1/4 14 45 16 3/4 15 1/2 15 14 1/4 13 1/4 30 17 15 1/4 13 3/4 13 11 1/2 35 15 1/2 14 1/4 13 12 1/4 11 1/4 40 14 1/4 13 12 1/4 11 3/4 10 3/4 45 12 3/4 11 3/4 11 1/4 10 3/4 10 30 13 3/4 12 1/4 11 10 1/4 9 35 12 1/2 11 1/4 10 1/4 9 3/4 8 1/2 40 11 10 9 1/2 9 8 45 9 3/4 9 8 1/2 8 1/4 7 1/4 30 11 1/4 10 8 3/4 8 7 35 10 9 8 7 1/2 6 1/4 40 8 3/4 9 3/4 7 1/4 6 3/4 6 45 7 1/2 6 3/4 6 1/4 6 5 1/4 30 9 8 6 3/4 6 1/4 5 1/2 35 8 7 6 1/4 5 3/4 5 40 6 3/4 6 5 1/2 5 5 1/2 45 5 1/2 4 3/4 4 1/2 4 1/4 3 3/4

90 mph

100 mph

110 mph

120 mph

130 mph

140 mph

150 mph

* Recommended burial depth for normal soils. Where large imbalanced loads are applied or soil strength is questionable, deeper burial may be necessary.

** Ultimate Ground Line Moment = Height above grade minus 2 ft x transverse bending strength.

*** Anchor bolt information - 17" and 18” BC’S use 1” x 36” anchor bolts.

580.213.7174

Prepared By: A. Cole, C. Haney and J. Ortiz Repair Steel Guard Rail and Replace Light Pole on Elam Rd., W.O. 52932

END OF STATEMENT OF WORK