03 - Approved SOW.pdf

3/11/2026

X Heejung Chun, COR Division of Facilities and Asset Management Signed by: HEEJUNG CHUN

CONSTRUCTION SCOPE OF WORK

FOR

REPLACEMENT OF SIDING

BUILDINGS A, B, C, D, E, F & G

AT THE

NEW HAMPSHIRE JOB CORP CENTER

MANCHESTER, NEW HAMPSHIRE

U.S. DEPARTMENT OF LABOR

PREPARED BY:

PROJECT 4310

MARCH 2026 CSOW

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TOC-1

REPLACEMENT OF SIDING

BUILDINGS A, B, C, D, E, F & G

NEW HAMPSHIRE JOB CORPS CENTER

MANCHESTER, NEW HAMPSHIRE

TABLE OF CONTENTS

I. GENERAL

A. SCOPE BACKGROUND

B. SCOPE INTENT

II. SPECIFIC REQUIREMENTS

A. LEGALLY MANDATED STANDARDS

B. SPECIFIC REQUIREMENTS

III. USE OF THE SITE

A. SITE ACCESS

B. STAGING AREA

C. SCHEDULE AND DELAYS

D. SITE SAFETY, CONDITIONS, AND SECURITY

IV. EXTENT OF WORK

A. SPECIFIC WORK REQUIREMENTS

B. CONSTRUCTION PHASING

C. ARCHITECTURAL WORK

D. ELECTRICAL WORK

E. MECHANICAL

V. SKETCHES

A. LOCATION MAP

B. VICINITY MAP

C. SITE PLAN

D. AERIAL VIEW

VI. PROJECT SCHEDULE

*Note: Links are provided throughout this document to access attachments and additional information.

TOC-2

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REPLACEMENT OF SIDING

BUILDINGS A, B, C, D, E, F & G

NEW HAMPSHIRE JOB CORPS CENTER

MANCHESTER, NEW HAMPSHIRE

I. GENERAL

A. SCOPE BACKGROUND

1. The New Hampshire Job Corps Center is located on a 20.13-acre site in the City of Manchester. The facility is leased by the U.S. Department of Labor (Department) and is operated by (Adams and Associates).

2. This property is not classified as an historic site.

B. SCOPE INTENT

1. The intent of this Scope of Work is to outline the work needed to replace the entire exterior wood siding throughout the campus with fiber cement siding at the New Hampshire Job Corps Center.

2. A more detailed description of the work may be found in Section IV- EXTENT OF

WORK

II. SPECIFIC REQUIREMENTS

A. LEGALLY MANDATED STANDARDS

1. The Contractor shall conform to:

a. Code of Federal Regulations

b. Safety and Health ................................................................... OSHA CFR Part 1926

c. Life Safety Code ...................................................................................... NFPA-101

1) The Contractor’s shall adhere to the current National Fire Protection Agency requirements as they related to this project.

2) The Contractor’s responsibility for safety related requirements extends to all impacted areas and access ways affected by the work.

2. National and State Building Codes

a. The Contractor shall conform to all applicable construction codes, ordinances, and regulations including the national building code used in the local area, laws and local ordinances. Deviations and interpretations shall be subject to the approval of the Contracting Officer (CO).

b. All work must conform to the current regulations of the Environmental Protection Agency (EPA) and the Occupational Safety and Health Administration (OSHA) (29CFR1926). The regulations of the State of New Hampshire shall prevail if they are more stringent than those of the Federal Government.

c. The Contractor shall not submit plans or specifications to any local authority without the prior approval of the New Hampshire Job Corps Center Director or designated representative.

3. Permits and Licenses

a. The New Hampshire Job Corps Center is leased by the U.S. Department of Labor (Department) and is operated by (Adams and Associates).

b. The Contractor shall be responsible for obtaining all regulatory permits and licensing requirements required to perform this work in Manchester, New Hampshire.

B. SPECIFIC REQUIREMENTS

1. Center Operations

a. The center and its buildings shall remain in operation throughout construction.

b. The Contractor shall, as part of this contract, coordinate with the Department and the Engineering Support Contractor (ESC) to develop a work plan that will minimize disruption of center operations during construction.

c. The Contractor shall also propose a sequencing of the work in coordination with the Center to minimize potential disruption to Center operations.

d. Proper scheduling and phasing of the construction work is required to allow the Center to operate in a normal fashion during construction.

e. Although this scope of work may identify specific elements of construction, it is the Contractor’s responsibility to provide all elements that are incidental to provide a fully complete and functional facility.

1) The Contractor and all persons employed under the contract:

2) Shall observe all security regulations in effect at the center;

3) Shall not be permitted to use the food service facilities at the center;

4) Shall not fraternize with the students or staff of the center;

5) Shall not consume or transport any alcoholic beverages or drugs on the center;

and shall not transport any firearms on the center.

f. Persons violating the above shall be subject to disciplinary actions as set forth by the center.

g. Any proposed interruption to Center operations during construction must have prior approval from the Center Director after a minimum of 72 hours’ notice.

h. The Contractor shall NOT proceed with utility interruptions without written permission from the Center Director.

2. Submittal Requirements

a. The Contractor shall, at a minimum, submit the following for approval before commencing construction:

1) Schedule, CPM in Microsoft Project or Primavera P6, with electronic files:

2) Safety Plan

3) Quality Plan

4) Construction Phasing and Layout Plan

5) Manufacturer’s Product Data, catalog cut sheets, and shop drawings for all material, equipment, and systems to be incorporated into the work.

6) Safety Data Sheets for materials as applicable

b. The Contractor shall allow a 14-calendar day review period by the Government for all submittals.

3. Web Based Project Management System

a. During the construction phase, the Department shall provide, and requires the Contractor to use, the secure online construction management system, Submittal Exchange© (SE), that will expedite submittal information and management exchanges between members of the GC, the ESC, the Department, and other designated project stakeholders.

b. Submittal Exchange will be provided at the Department’s expense, and the Contractor and the Contractor shall be required to attend a 1-hour orientation and overview of SE provided by the Department’s Engineering Support Contractor (ESC) which will be scheduled once the Contractor has been given a notice to proceed.

c. Submittal Exchange offers unlimited online information exchange, as well as a repository for electronic closeout documentation for the project. The program features a comprehensive online system for sharing, reviewing, and archiving project documentation and construction communications between stakeholders.

d. The extent of use of Submittal Exchange shall be determined by the Department and the General Contractor during the Pre-Construction Conference.

e. The following features of Submittal Exchange may be utilized:

1) ASI’s

2) Closeout

3) Commissioning Documents

4) Compliance Documents

5) Construction Photos

6) Construction Submittals

7) Construction Videos

8) Coordination Drawings

9) Design Submittals

10) Meeting Minutes

11) Monthly Executive Reports

13) Product Data

12) O & M Manuals

14) Shop Drawings

15) Reports

16) RFI’s*

17) Schedules / SOVs*

18) Substantial Completion Documentation

19) Tests & Inspections

20) Warranties

f. Schedules, SOVs, Quality and Safety Plans, and RFIs having time and cost impacts, and other submissions such as those listed below will be responded to by the Department through formal correspondence.

g. The following items should not be uploaded to Submittal Exchange unless otherwise instructed by the CO. These items shall be submitted directly to the Department as follows:

Submission Item Submission by Email to the Following:

1. Monthly Payment Applications / Invoices Email to: JCASinvoice@dol.gov

2. Schedule Updates Include with monthly Payment Applications

3. Final Inspection Request Email directly to:

1) the DOL Contracting Officer (CO)

2) the DOL Contracting Officer's Rep. (COR)

3) the DOL Contracts Specialist (CS)

4) the ESC Project Manager (PM)

5) the ESC Regional Project Manager (RPM)

6) the ESC Contracts Specialist (CS)

*Email addresses can be found under the 'Project Team' tab in Submittal Exchange.

4. Key Personnel Substitution Request

5. Notice of Delay

6. Notice of Differing Site Conditions

7. RFCs / Proposals / REAs / Claims

8. Punchlist

9. Substantial Completion Request

10. Substantial Completion Certificate

11. Accident / Incident Reporting

h. For electronic files uploaded directly into Submittal Exchange, the maximum file size for a single file is 100MB. Files up to 2GB can be uploaded indirectly via the end-user account library in Submittal Exchange©.

i. For files that exceed the above size limitations, contact the ESC PM for instructions.

mailto:JCASinvoice@dol.gov

j. When the Contractor’s submission consists of multiple files (such as drawings, specifications, calculations, etc.) individual zip files not exceeding 100MB each can be created for uploading to Submittal Exchange©.

k. Multiple zip files are acceptable if necessary and should be uploaded and properly identified as part of a single submission (i.e., “...File 1 of 4; File 2 of 4; File 3 of 4, etc.”). Contact the ESC PM for guidance when more than one file or zip file is required to be submitted against a single item in Submittal Exchange©.

l. Files that cannot be separated into files of 100 MB or less (such as video files) that exceed 2 GB in size can also be posted to the Department’s External Share site or submitted on flash or thumb drive media directly to the CO at the address below. Contact the ESC PM for guidance and assistance.

Department of Labor Contracting Officer c/o Engineering Support Contractor

2101 Wilson Blvd, 4th Floor Arlington, VA 22201

m. A transmittal cover can be uploaded to Submittal Exchange as a placeholder noting an electronic copy of the submission was sent under separate cover.

Include tracking number(s) on transmittal cover or in email notification for submissions sent via UPS, FedEx, etc.

4. Existing Construction Documents: As-built drawings are available for informational purposes only and can be viewed and downloaded at:

www.solicitationattachments.com/nh_asbuilts

5. Site Visits and Construction Observation

a. The Department Contracting Officer’s Representative (COR) and/or a representative of the Department’s Engineering Support Contractor (ESC) will conduct a site visit at least once a month.

b. During this visit, the Contractor’s payment application will be quantified and verified by the COR or delegated ESC representative.

c. The Contractor will be responsible for verification of all dimensions, layout, and conditions in and around the construction area involved.

d. The Contractor shall be responsible for all cutting and patching incidental to the work described herein.

e. The Contractor shall be responsible for identifying the location of existing utilities and for avoiding damage to same in the completion of this work.

f. The Contractor shall promptly repair/replace any damage to structures, elements, utilities, finishes, etc., occurring due to construction, the cost of which shall be http://www.solicitationattachments.com/nh_asbuilts incurred by the Contractor. Restoration of damaged elements or surfaces shall be promptly executed in like materials, as a part of this contract.

g. Although this scope of work identifies specific elements of construction, it is the Contractor’s responsibility to provide any and all elements which are incidental to the functioning of the work to be provided.

h. It is not intended that other deficiencies not related to the work identified in this Scope be corrected. The Contractor shall limit its efforts only to the work that has been identified in this Scope of Work, including affected areas.

i. The Contractor shall maintain a clean and safe work area throughout the period of construction.

j. The Contractor shall be responsible for receiving, storing, and securing of all materials, equipment and other items to be used in accomplishing the work.

k. The Contractor shall remove all devices/fixtures from the old siding and reinstall the same to the new siding and restore to pre-construction condition and functionality.

l. The Contractor is responsible for removing all cameras attached to the wood siding, storing them in a safe place, and reinstalling the cameras in the same locations and ensuring they are functioning properly.

m. The Contractor will coordinate with the Center for locations of staging areas and vehicle parking.

n. Electricity will be made available by the Center. Connections to existing power shall be by the Contractor.

o. Upon completion, the Contractor shall return the site conditions to their original state.

6. Progress Meetings

a. Once construction commences, in coordination with the Department, the Contractor shall organize, prepare agenda, and conduct weekly construction progress meetings to include recording and preparing meeting minutes; and distribution to team members and attendees within 3 days after the meeting.

b. Attendees to weekly progress meetings shall include representatives from the Contractor, the Engineering Support Contractor (ESC), the Department, and others as determined by the CO.

c. Meetings may be held at the construction site in conjunction with ESC site visits and/or attended by conference call. The ESC will provide the teleconference platform.

III. USE OF THE SITE

A. SITE ACCESS

1. Access to the construction site will be from the road located on the South side of the site.

2. The Contractor will maintain this road during construction and repair the road as necessary at the completion of the project.

B. STAGING AREA

1. The primary laydown and staging area will be located on the west side of Dormitory F. The Contractor shall coordinate with and obtain approval for the Center and the CO for use of additional laydown and staging locations as necessary (see Section V -

SKETCHES).

2. The Contractor shall restore the laydown area to its current condition after completion of the project.

C. SCHEDULE AND DELAYS

1. The Contractor shall immediately notify the Center of any expected delays in the acquisition of materials, as well as any unforeseen conditions, such as water damage, mold, wood rot, etc. which may delay the completion of the project.

2. Should this impact the approved construction sequence schedule the Contractor shall adjust the schedule and resubmit it to the CO for approval.

3. No extensions in time will be granted unless the modified schedule is approved by the

CO.

D. SITE SAFETY, CONDITIONS, AND SECURITY

1. The Contractor must maintain site safety and minimize disruptions affecting building occupants and Center operations.

2. The Contractor must cover and protect all nearby surfaces from dust and debris, and protect surroundings of any work area to ensure the safety of all students and employees on campus.

IV. EXTENT OF WORK

A. SPECIFIC WORK REQUIREMENTS

1. The work involves the phased removal of the existing wood siding system and installation of new fiber cement plank siding system. Targeted areas of replacement include all existing wood siding on Buildings A through G.

2. All work includes necessary surface preparation, underlayment wrap, and finishing touches. All products used shall be compatible with the siding manufactures products.

3 Buildings A, B, C, D, E, and F consist of two levels and Building G is one level. The approximate square footage of the total elevations is 58,000 SF.

Building Approximate Square Footage of Wood Siding

A 5,000 SF

B 10,000 SF

C 9,000 SF

D 12,000 SF

E 9,000 SF

F 12,000 SF

G 1,000 SF

Total 58,000 SF

4. Before construction begins, the Contractor must provide storage for all materials for each phase. Location of storage containers/trailers shall be coordinated with the Center prior to start of work.

5. The Contractor is also responsible for the disposal of all removed material after demolition. Dumpsters must be provided by the Contractor and coordinated with the Center for the most suitable location during construction, for every building. Reduce waste disposed of in landfills and incineration facilities by recovering, reusing, and recycling materials.

6. Weather Protection

a. The Contractor shall incorporate into the project schedule reasonable allowances for typical regional weather impact based on historical weather data.

b. The Contractor must provide weather protection over exposed surfaces during construction to safeguard exposed areas.

c. No elevation shall be left unprotected overnight or during forecast adverse weather conditions.

7. Site Operation and Occupant Protection

a. The Contractor shall coordinate daily work areas with the center operations to:

1) Maintain required egress routes

2) Protect entrances and pedestrian pathways.

3) Limit noise, dust, and debris migration

4) Provide barricades and overhead protection as needed.

b. Work shall be planned to avoid blocking entrances, windows, and other openings required for ventilation or emergency exits.

c. Work must comply with all applicable building codes, manufacturer installation requirements and project specifications.

B. CONSTRUCTION PHASING

1. Proper scheduling, phasing, and sequencing of the work is required to enable the Center to operate in normal fashion during construction.

2. Each building shall be treated as an individual phase of construction.

3. Work shall be sequenced by building to maintain continued workflow while limiting building exposure and operational impact.

4. Phasing of the work shall be performed as identified below:

a. Phase 1 – Building G - WELCOME CENTER complete removal and disposal of old siding and install new siding. In parallel, during installation of the last side of Building G, the Contractor may perform removal of old siding of Building A on one side of the structure.

b. Phase 2 – Building A - ADMIN-WELLNESS complete removal and disposal of old siding and install new siding. In parallel, during installation of the last side of Building A, the Contractor may perform removal of old siding of Building B on one side of the structure.

c. Phase 3 – Building B – EDUCATION complete removal and disposal of old siding and install new siding. In parallel, during installation of the last side of Building B, the Contractor may perform removal of old siding of Building C on one side of the structure.

d. Phase 4 – Building C – CAFETERIA complete removal and disposal of old siding and install new siding. In parallel, during installation of the last side of Building C, the Contractor may perform removal of old siding of Building D on one side of the structure.

e. Phase 5 – Building D – DORMITORY complete removal and disposal of old siding and install new siding. In parallel, during installation of the last side of Building D, the Contractor may perform removal of old siding of Building E on one side of the structure.

f. Phase 6 – Building E - RECREATION CENTER complete removal and disposal of old siding and install new siding. In parallel, during installation of the last side of Building E, the Contractor may perform removal of old siding of Building F on one side of the structure.

g. Phase 7 – Building F – DORMITORY complete removal and disposal of old siding and install new siding.

C. ARCHITECTURAL WORK

1. Demolition

a. The Contractor must remove the existing cedar siding as outlined under each phased section above.

b. Inspect and repair any damaged substrate and install sheathing as needed and match existing.

c. For bidding purposes, include 100 SF of sheathing per building. Sheathing material is Glass-Mat Gypsum Sheathing Board. Type X, 5/8 inch thick.

d. The Contractor shall inspect all security cameras and document their operational status prior to removal.

e. The Contractor shall safely remove and store all cameras for reinstallation on the new siding to ensure cameras are in the same condition and function properly.

Camera count is as follows:

Building A B C D E F G Total Security Camera 3 8 3 6 5 8 3 36

g. Prior to removing old siding, uninstall all existing exterior utility fixtures and devices from each building’s siding and store securely until reinstallation.

h. The Contractor shall reinstall all existing fixtures and devices on the new siding.

Devices and fixtures located on wood siding are as follows:

Building A B C D E F G Totals Electric Wall Pack Lighting 5 5 6 13 12 12 1 54 Hose Bibb (Frost Free, Secure Handle) 2 2 5 3 6 18 Steel Trim Frame Penetrations 30 30 Public Address Horns + Box 1 3 1 4 2 11 Natural Gas Line/Meter 1 1 1 3 Main Electrical Distribution/Meter 4 4 HVAC Electric Disconnect Boxes 2 1 1 4 Fire Department Connection (FDC) 1 1 1 1 4 Misc. Plumbing Drain/Vent Pipe 3 1 2 6 8 6 26 Misc. Small Electric Device 6 7 6 11 3 8 10 51

Building A B C D E F G Totals GFCI Outlet 4 2 2 3 8 1 2 22 Misc. Signage 2 2 2 6 6 10 10 38 Gutter Downspouts 7 1 1 9 Scupper Openings 2 2 Small Motion Light + Box (Solar) 13 3 10 26 Motion Light, Wired 1 1 Exterior Wi-Fi Booster 1 1 1 3 Roof Access Ladder, Mounted 1 1 Totals 60 38 24 70 52 66 33 343

i. The Contractor shall coordinate with the appropriate utility services companies (electric, gas, water, etc.) as required prior to removal of devices, specifically with service entrance equipment, such as the main disconnect switch and meter on Building G, and gas meters in Buildings A, D, and F.

j. De-energize power by turning off at the associated building electrical panel feeders serving disconnect switches and enclosed circuit breakers serving and protecting HVAC equipment on exterior of Buildings A, C, and G.

k. Carefully remove existing siding, trim, flashing, and deteriorated sheathing as needed.

l. Properly dispose of all demolition debris offsite in accordance with local regulations.

m. Inspect underlayment sheathing, framing and insulation for damage or deterioration.

k. The exposed area must be sufficiently dry, free of any wood rot, and adhere to manufacturer's specifications for new coverings.

2. Fiber Cement Siding

a. Subject to compliance with requirements, available manufacturers offering fiber cement siding products that may be incorporated into the work include, but are not limited to:

1) James Hardie

2) Nichiha

3) or approved equal

b. Siding shall be in compliance with specifications under the following standards:

1) ASTM C1185 – Warm Water/Freeze/Thaw Resistance

2) ASTM C177 – Thermal Resistance

3) ASTM G23 – UV Accelerated Weathering Test

4) ASTM E84 – Surface Burning Characteristics

5) ASTM E136 – Non-combustibility

6) ASTM E119 – Fire Resistance Rated Construction

5) NFPA Class – A

6) Minimum Thickness: 5/16”

c. Preparation

1). Ensure the surface is clean, dry, and free of debris.

2) Ensure all necessary materials are on site and ready.

3) Repair/replace damaged sheathing, insulation, wood rot, cracks, holes, or uneven spots with appropriate materials, and framing if any.

4) Furnish and install new fiber cement siding system per the manufacturer’s instructions as outlined in phasing sections above.

d. Building Wrap

1) Install proper underlayment/building wrap (weather resistant barrier).

2) Building Wrap: ASTM E 1677, Type I air retarder; with flame-spread and smoke-developed indexes of less than 25 and 450, respectively, when tested according to ASTM E 84; UV stabilized; and acceptable to authorities having jurisdiction.

3) Subject to compliance with requirements, available products that may be incorporated into the work include, but are not limited to the following:

a) Dow Chemical Company (The); Styrofoam Weathermate Plus Brand Housewrap.

b) DuPont (E. I. du Pont de Nemours and Company); Tyvek CommercialWrap.

c) Raven Industries Inc.; Rufco-Wrap.

d) Reemay, Inc.; Typar HouseWrap.

e) Or approved equal.

4) Allowable UV Exposure Time: Not less than three months.

5) Building-Wrap Tape: Pressure-sensitive plastic tape recommended by building-wrap manufacturer for sealing joints and penetrations in building wrap.

3. Sheathing

a. Glass-Mat Gypsum Sheathing Board: ASTM C 1177.

b. Install sheathing as needed and include 100 SF per building for bidding purposes.

c. Subject to compliance with requirements, available products that may be incorporated into the work include, but are not limited to, the following:

1) CertainTeed Corp.; GlasRoc.

2) Georgia-Pacific Gypsum LLC; Dens-Glass Gold.

3) National Gypsum Company; Gold Bond, e2XP.

4) USG Corporation; Securock.

d. Type and Thickness: Type X, 5/8 inch thick.

4. Cleaning and Protection

1) Comply with manufacturer's written instructions for cleaning and protecting fiber cement siding.

2) Clean the site daily and ensure property safety protocols are followed.

3) Conduct a walkthrough after each building installation. Address any surface defects, or inconsistencies before project completion.

4) Provide the Center with maintenance guidelines for long-term durability.

D. ELECTRICAL WORK

1. General

a. For buildings in all phases, follow the outlined phasing sequence and de-energize all electrical/fire alarm/safety equipment before removal of siding.

b. Remove and safely store all electrical equipment and install new siding with necessary penetrations.

c. Re-install all removed equipment for each building after siding installation is completed.

d. Test all removed and re-installed systems for operation.

e. Reconnect exterior lights to photocells and time clocks for control.

f. Check exterior lights and photocells for operation.

g. Check GFCI receptacles, disconnects, and HVAC equipment for operation.

h. After siding replacement is completed in all buildings, coordinate with the Job Corps Data Center (JCDC) to retain the services of a licensed security contractor to test all security cameras, horns, loudspeakers, and other equipment for proper operation.

2. Electrical Work (Phase 1-Building G WELCOME CENTER)

a. Existing Condition

1) Welcome Center Building G has its exterior service entrance equipment, including a 200A, 120/240V, 1-phase service disconnect switch and secondary utility meter, both located on the front exterior wall.

2) A 200A automatic transfer switch (ATS) connecting the building to the 38/39 kVA gas-powered standby generator is located next to the service disconnect.

3) In addition to the above-mentioned electrical equipment, the following components are also located on the building exterior:

(a) Large Junction Box

(b) Conduit System Connecting the Service Disconnect

(c) Automatic Transfer Switch (ATS)

(d) Panelboards (inside the building)

(e) Disconnect Switch (serving and protecting condensing unit)

(f) Security Camera with Associated Junction Box

(g) Building-Mounted Light Fixture

(h) Receptacle Outlet.

b. Removal & Reinstallation

1) Prior to removal of the siding at Welcome Center Building the Contractor must:

(a) Coordinate with the utility for deenergizing the service entrance equipment.

(b) Provide a new Unistrut post in the vicinity of the building and existing generator.

(c) Locate Unistrut post such that the post will not be in the way of construction.

(d) Relocate the existing ATS to the new/temporary Unistrut post.

(e) Provide a 3x3/0 THWN feeder+#6 GND conductor in 2-inch conduit from the generator to the temporary location of the ATS and from the ATS to the 200A MCB panelboard inside the building.

(f) Provide code required temporary grounding (ground rod) at the generator.

2) During the construction, the Contractor shall serve the building from the existing gas-operated generator. As an alternative consider request from the utility for temporary service.

3) Remove the 200A disconnect switch, utility meter, conduit, wiring, and junction box associated with the service entrance equipment.

4) The Contractor should de-energize all branch circuits by turning off and locking all circuit breakers serving electrical/fire alarm, and security components mounted on the siding before removal of the electrical/fire alarm, and security equipment.

5) Safely store all removed electrical components, fire alarm, and security equipment and re-install them after new siding installation is completed.

6) Reinstall the existing service entrance disconnect switch and utility meter, ATS, junction box/boxes, conduit and wiring.

7) When installation is completed, contact the utility company to energize the service.

8) Restore grounding and feeders to original condition following NEC requirements.

9) Re-connect ATS to the feeders from generator and service disconnect and to the feeder to panelboard.

E. MECHANICAL

No Mechanical work has been included except that which is incidental to the rest of the work.

V. SKETCHES

*Drawings and Sketches Not to Scale and for Reference and Bidding Purposes Only

A. LOCATION MAP

B. VICINITY MAP

C. SITE PLAN

D. AERIAL VIEW

Legend:

1 = Building A: Admin/Wellness 5 = Building E: Recreation Center 2 = Building B: Education 6 = Building F: Dormitory 3 = Building C: Cafeteria 7 = Building G (Welcome Center) 4 = Building D:Dormitory 8 = Laydown / Staging Area

Dunburton Road

VI. PROJECT SCHEDULE

Activity Description Duration (Calendar Days)

CONSTRUCTION ADMINISTRATION # days

1. Construction Notice to Proceed (NTP) ................................................................................TBD

2. Substantial Completion Phase 1...................................................................................... 45 days

3. Substantial Completion Phase 2...................................................................................... 60 days

4. Substantial Completion Phase 3...................................................................................... 60 days

5. Substantial Completion Phase 4...................................................................................... 60 days

6. Substantial Completion Phase 5...................................................................................... 60 days

7. Substantial Completion Phase 6...................................................................................... 60 days

8. Substantial Completion Phase 7...................................................................................... 60 days

9. Final Completion ............................................................................................................ 30 days

TOTAL PERIOD OF PERFORMANCE 435 days

*if phased, include Substantial Completion duration for each phase

--------------END SCOPE OF WORK--------------

VI. PROJECT SCHEDULE