010150_SOW_MC_AE_Civil-Mech.pdf

MULTIPLE CENTER AE SOW/TO-1

JOB CORPS CCC STATEMENT OF WORK/TASK ORDER

MULTI CENTER AE

JOB CORPS CIVILIAN CONSERVATION CENTERS

STATEMENT OF WORK/GENERAL REQUIREMENTS/TASK ORDER

PART 1 – SUMMARY OF WORK

1.1 DESCRIPTION

A. Work for this project requires the AE to be responsible for supplying all labor, materials, equipment, utilities, miscellaneous items, freight, delivery, and all necessary valid licenses for the work summarized as follows:

1. Base Item No. 1- Jacobs Creek (JAC) Egress.

2. Base Item No. 2- Lyndon B. Johnson (LBJ), Gym and Brick Trade drainage.

3. Base Item No. 3- Oconaluftee (OCO), Multiple Building HVAC

4. Base Item No. 4- Schenck (SCH), Lift Station Generator

5. Base Item No. 5-Frenchburg (FRE). Lift Station Generators

2.2 LOCATIONS OF EACH JOB CORPS CENTER

A. Jacobs Creek (JAC): This project is located at the Jacobs Creek Job Corps Civilian Conservation Center located 32 of miles from Bristol, TN, in Sullivan County. The address is 984 Denton Valley Road, Bristol, TN 37620. Driving instructions can be obtained from the Center by calling (423) 878-4021.

B. Lyndon B. Johnson (LBJ): This project is located at the Lyndon B. Johnson Job Corps Civilian Conservation Center located 8.6 miles from Franklin, NC in Macon County.

The address is 3170 Wayah Rd, Franklin, NC 28734. Driving instructions can be obtained from the Center by calling (828) 524-4446.

C. Oconaluftee (OCO): This project is located at the Oconaluftee Job Corps Civilian Conservation Center located on the East side of the Great Smoky Mountain National Park. It is 2 miles West of Cherokee, NC in Swain County. The address is 502Oconaluftee Job Corps Road, Cherokee, NC, 28719. Driving instructions can be obtained from the Center by calling (828) 497-5411.

D. Schenck (SCH): This project is located at the Schenck Job Corps Civilian Conservation Center located 5.3 miles from Brevard, NC, in Menifee County. The address is 132 Job Corps Rd, Pine Knot, KY 42635. Driving instructions can be obtained from the Center by calling (828) 862-6100.

E. Frenchburg (FRE): This project is located at the Frenchburg Job Corps Civilian Conservation Center located 10.5 of miles from Frenchburg, KY, in Menifee County.

The address is 6969 Tarr Ridge Road, Frenchburg, KY 40322. Driving instructions can be obtained from the Center by calling (606) 768-2111.

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2.3 PROJECT SCHEDULING

A. Work hours for this project are between 8:00 AM-4:30 PM Monday through Friday.

B. The AE must contact the POC’s below to schedule visits with each center, if needed.

2.4 POINT OF CONTACTS

A. Jacobs Creek (JAC): Center Point of Contact: Tony Colobro, (423) 217-6417, anthony.j.colobro@usda.gov

B. Lyndon B. Johnson (LBJ): Center Point of Contact: Kent Gibson, (828) 524-1430, james.gibson1@usda.gov

C. Oconaluftee (OCO): Center Point of Contact: Paul Groce, (828) 497-8025, paul.groce@usda.gov.

D. Schenck (SCH): Center Point of Contact: Vaughn Vanover, (828) 862-6130, vaughn.vanover@usda.gov .

E. Frenchburg (FRE): Center Point of Contact: Shal Thomas, 606-768-7016, Shal.thomas@usda.gov

2.5 SCHEDULE OF ITEMS

A. Schedule of Items: The project Schedule of Items includes several sections to organize the work into Base Items and Optional Items.

1. Provide pricing for all items listed in the Schedule of Items.

2. Contract award will be made for all Base Items.

B. Base Items (BI):

1. Base Item No. 1- Jacobs Creek (JAC) Egress

a. Measurement: Contractor to provide all necessary items to the task.

b. LS Def# 122640, 122641

c. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor, and incidentals to:

1) Conduct a site visit and gather data as necessary to complete the item.

2) There are 2 entrances on Building 205 Lincoln Hall, and 2 entrances on

Building 204 Collins Hall that have 10 +/- inch drop out the door.

3) Lincoln Hall 205, design the egress to design standards and find match points to existing sidewalks to each entrance.

mailto:anthony.j.colobro@usda.gov mailto:james.gibson1@usda.gov mailto:paul.groce@usda.gov mailto:vaughn.vanover@usda.gov mailto:Shal.thomas@usda.gov

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4) Collins Hall, 204. East Entrance: design the egress to design standards and find match points to existing sidewalks to each entrance.

North Entrance: Re-design the main entrance to eliminate the step down from the front door to the raised patio deck. Design a gable roof to provide adequate head clearance at the entrance and to provide refuge from the rain/snow. The center brick pillar is to be removed.

Design a ramp to access the front entrance.

5) Evaluate using engineering practices and principles and current ICC International Building Code and the Architectural Barriers Act Accessibility Standard (ABAAS).

6) Provide the following for review in stages: Conceptual drawings; 60% plans, cost estimate and specs; and 100% package. Calculations and recommendations as necessary. The USFS will have 12 calendar days, to review each submittal and return. The AE shall factor 4 +/- hours for review time on a Teams Call with USFS.

7) The USFS will provide coversheet, title block, Box Drive for file delivery, 010150 sample spec, site plan and location map as pdfs for construction documents.

8) Provide a specification package including the 010150 JCC Specification provided.

9) Provide a cost estimate with 2 main items. 1 for the East Entrance, 1 for the North Entrance. Sufficient detail to each item for later breakdown of bids shall be provided. Federal jobs use Davis Bacon wages (basically union wages).

10) AE to provide all files at completion of project. Base files such as Word, Excel, ACAD, CSV of survey, and a PDF of the final documents.

2. Base Item No. 2- Lyndon B. Johnson (LBJ), Gym and Brick Trade drainage.

b. LS Def# N/A

c. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to:

1) Conduct a site visit and gather data as necessary to complete the item.

2) Building 22, Gym has very poor drainage around the building and the surrounding area.

3) The south side of Building 34-Brick Masonry building has slope and drainage issues.

4) The AE to evaluate the areas and engineer a solution to the drainage around the building and the area outlined on the site plan. The USFS desires drainage using gravity to keep cost and maintenance low.

5) Evaluate using engineering practices and principles.

6) Provide the following for review in stages: Conceptual drawings; and

100% package (Plans, Specifications, Cost Estimate). Calculations and

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recommendations as necessary. The USFS will have 12 calendar days, to review each submittal and return. The AE shall factor 2+/- hours for review time on a Teams Call with USFS.

7) The USFS will provide coversheet, title block, Box Drive for file delivery, 010150 sample spec, site plan and location map as pdfs for construction documents.

8) Provide a specification package including the 010150 JCC Specification provide.

9) Provide a cost estimate with 1 or more main items. Sufficient detail to each item for later breakdown of bids shall be provided. Federal jobs use Davis Bacon wages (basically union wages).

10) AE to provide all files at completion of project. Base files such as Word, Excel, ACAD, CSV file of survey and a PDF of the final documents.

3. Base Item No. 3- Oconaluftee (OCO), Multiple Building HVAC

b. LS Def#: 124952, 124959, 124965, 124970, 124973, 124979, 124994 lacks air. 124666 and 124668 equipment guards.

c. Buildings: B1-Administration, B2-Dorm A, B3-Dorm B, B5-Dorm D, B6

Dorm E, B7-Education, and B15-Wellness Center.

d. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor, and incidentals to:

1) Each building equipment list is provided. The equipment may be newer, but all equipment was replaced in kind recently.

2) The AE needs to determine if the current mechanical systems are providing adequate ventilation, make up air, and outside air in each building listed in c.

3) AE to determine on B5-Dorm D, and B6-Dorm E if the exhaust fans on the edge of the roof are connected to the mechanical system, operational, needed, etc.

4) AE to provide a report and any calculations with the findings in a PDF format.

5) Evaluate using engineering practices and principles and current ICC International Codes, current ASHRAE 90.1, NFPA requirements, and Federal Energy Management Program.

6) The AE shall factor 1 +/- hours for review time on a Teams Call with

USFS.

4. Base Item No. 4- Schenck (SCH), Lift Station Generator

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to:

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1) Lift Station located at Building 32-2, Pump House, needs a backup generator sized to run the lift station. The construction documents shall contain everything for the system to have a back power source.

2) Evaluate using engineering practices and principles, industry standards, and current ICC International Codes and current NFPA standards.

3) Provide the following for review in stages(a-c):

a) Conceptual drawings.

b) 60% plans, cost estimate and specs.

c) 100% package.

d) Calculations and recommendations as necessary in each stage.

The USFS will have 12 calendar days, to review each submittal and return. The AE shall factor 2 +/- hours for review time on a Teams Call with USFS.

4) The USFS will provide coversheet, title block, Box Drive for file delivery, 010150 sample spec, site plan and location map as pdfs for construction documents.

5) Provide a specification package including the 010150 JCC Specification provide.

6) Provide a cost estimate with sufficient detail to each item for later breakdown of bids shall be provided. Federal jobs use Davis Bacon wages (basically union wages).

7) AE to provide all files at completion of project. Base files such as Word, Excel, ACAD, and a PDF of the final documents.

5. Base Item No. 5-Frenchburg (FRE). Lift Station Generators

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor, and incidentals to:

1) The existing wastewater treatment plant (WWTP) was installed in 2007 with no backup generator system for either the wastewater treatment system, or the 2 Lift Stations. The State of Kentucky requires that all lift stations with less‐than‐minimum off power storage capacity to have a backup generator in place. Recent and more recurring power outages are causing issues with plant downtime, and often nearly kill off the plant's bug population.

2) Work will consist of the following:

a) Generator #1 will serve Lift Station #1 and all the WTTP facilities, including the treatment plant buildings and the influent area.

b) Generator #2 will serve Lift Station #2, which is north of the

Carpentry Building (Bldg. 534)

c) Generator #3 will serve Lift Station #3, which is at the Culinary

Arts Building. (Bldg. 577). This will be a replacement of an existing generator that also serves the Culinary Arts Building.

(Bldg. 577) (250kw, exterior rated with ATS). The existing generator is currently not working, and the Center has been told

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by a contractor that parts are no longer available, due to its age.

Most of the cooking equipment in this building has been changed from electric to gas, so that the replacement generator can most likely be downsized compared to the existing.

3) Evaluate using engineering practices and principles, industry standards, and current ICC International Codes and current NFPA standards.

4) Provide the following for review in stages(a-c):

a) Conceptual drawings.

b) 60% plans, cost estimate and specs.

c) 100% package.

d) Calculations and recommendations as necessary in each stage.

The USFS will have 12 calendar days, to review each submittal and return. The AE shall factor 2 +/- hours for review time on a Teams Call with USFS.

5) The USFS will provide coversheet, title block, Box Drive for file delivery, 010150 sample spec, site plan and location map as pdfs for construction documents.

6) Provide a specification package including the 010150 JCC Specification provide.

7) Provide a cost estimate with sufficient detail to each item for later breakdown of bids shall be provided. Federal jobs use Davis Bacon wages (basically union wages).

8) AE to provide all files at completion of project. Base files such as Word, Excel, ACAD, and a PDF of the final documents.

9) If this option is awarded, it will add 45 days to the contract.

2.6 TECHNICAL REQUIREMENTS

The work shall be prepared by professional engineer, any state where the work is to be done is constructed.

2.7 DELIVERABLES

a. The work will be uploaded to a Box Folder provide by the government.

b. Final reports shall have PE stamp and signature.

2.8 PROJECT LEADER

a. William S. Knaack Jr, will be the Government Engineer conducting the reviews, answering questions and the COR for the contract. He can be reached at William.knaack@usda.gov.

mailto:William.knaack@usda.gov