J.3 Sample Seed Task Order SOW.pdf

X

COR

Division of Facilities and Asset Management

DESIGN-BUILD SCOPE OF WORK

FOR

DORMITORY BUILDING NO. 4 BATHROOM AND PLUMBING

RENOVATIONS ON FIRST & SECOND FLOORS

AND MISCELANEOUS REPAIRS

AT THE

OLD DOMINION JOB CORPS CENTER

MONROE, VA

U.S. DEPARTMENT OF LABOR

PREPARED BY:

PROJECT NO.4247

AUGUST 2024 DBSOW

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Old Dominion Job Corps Center Design-Build | National Project TOC-1

DORMITORY BUILDING NO. 4 BATHROOM AND PLUMBING RENOVATIONS

FIRST & SECOND FLOORS AND MISCELLANEOUS REPAIRS

OLD DOMINION JOB CORPS CENTER

MONROE, VIRGINIA

TABLE OF CONTENTS

I. GENERAL

A. SCOPE BACKGROUND

B. SCOPE INTENT

II. DESIGN REQUIREMENTS

A. LEGALLY MANDATED STANDARDS

B. JOB CORPS GUIDELINES

C. OTHER STANDARDS

D. SPECIFIC INSTRUCTIONS

III. USE OF THE SITE

A. SITE IMPROVEMENTS

B. SITE UTILITIES

C. SITE ACCESS

D. STAGING AREA

IV. EXTENT OF WORK

A. DESIGN/BUILD OBJECTIVES

B. DESIGN REQUIREMENTS

V. CONSTRUCTION REQUIREMENTS

A. QUALITY REQUIREMENTS

B. TEMPORARY FACILITIES AND CONTROLS

C. ADHERENCE TO SCOPE OF WORK

D. INCIDENTAL CUTTING AND PATCHING

VI. SKETCHES

A. LOCATION MAP

B. VICINITY MAP

C. SITE PLAN

D. EXISTING FLOOR PLAN (Ground Floor) E. EXISTING FLOOR PLAN (First Floor) F. EXISTING FLOOR PLAN (Second Floor) G. PROPOSED LAYOUTS (1st Floor) H. PROPOSED LAYOUTS (2nd Floor)

VII. PROJECT SCHEDULE

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

Old Dominion Job Corps Center Design-Build | National Project TOC-2

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Old Dominion Job Corps Center Design-Build | National Project 1 of 73

DORMITORY BUILDING NO. 4

BATHROOM AND PLUMBING RENOVATIONS

FIRST & SECOND FLOORS AND MISCELLANEOUS REPAIRS

OLD DOMINION JOB CORPS CENTER

MONROE, VIRGINIA

I. GENERAL

A. SCOPE BACKGROUND

1. Old Dominion Job Corps Center is located on 335 acres of land in Amherst County, Virginia. The land and buildings are owned by the Missionary Servants of the Most Holy Trinity and the Center is managed by Odle Corporation, Inc. The Center was activated in 1978. The facilities were originally built in 1960 as a seminary to serve as a Roman Catholic men’s college

2. The property is classified as a historic site. However, the State Historic Preservation Office (SHPO) compliance is not required for this project as the major work is confined to the interior of the building.

3. Dormitory Building 4, the location of the work under this scope, has previously undergone major renovations performed under a center design-build (DB) project. The renovation work involved, but was not limited to, design, demolition and construction for interior dormitory rooms and corridor renovations, asbestos remediation, HVAC and electrical upgrades, and renovation of the ground floor bath/shower rooms and laundry rooms. Ground floor plumbing renovations were completed in the following rooms:

a. Rest Room (G16),

b. Toilet Room (G18)

c. Shower Rooms (G20)

d. Laundry Rooms (G 15B & G 17)

e. Hallway

B. SCOPE INTENT

1. The existing Dormitory Building 4, first and second floor bathrooms have leaking plumbing and piping systems, and fixtures which are in poor condition and requiring replacement.

2. The work includes, but is not limited to, design-build services for bathroom and plumbing renovation work for design, demolition, and new construction on the 1st and 2nd floor. Also includes removal of the 2nd floor dormitory hand sinks, plumbing and electrical work, with associated finish repairs, Stairs A & B railing replacement, and painting.

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3. The extend of the work is described in detail in Section IV of this Scope of Work

(SOW).

4. “DB Contractor Quick Reference Checklist” is a required form that identifies a simplified but not all-inclusive list of issues that the Contractor needs to address as due diligence items during the preparation of bid documents. The JCH-814 provide an initial design reference; however, reference to other sources may be required to fully address the issue. A copy of the checklist can be found at:

http://www.solicitationattachments.com/.

5. “Quality Control, Testing, and Inspection Services Requirements” provides suggested language for consideration to ensure the general contractor develops and uses effective quality control, testing, and inspection procedures to ensure construction meets contract requirements. This document can be found at:

http://www.solicitationattachments.com/.

II. DESIGN REQUIREMENTS

A. LEGALLY MANDATED STANDARDS

The Contractor shall conform to:

1. Federal and National Codes

a. Safety and Health .................................................. OSHA 29 CFR Part 1926

1) For bidding purposes, the contractor shall assume that there is no lead paint present.

2) If lead paint is discovered during the work the contractor shall immediately notify the Contracting Officer (CO).

b. Historic Preservation .......................................................................36 CFR Part 800

N/A

c. Disability/Accessibility ................................................................ FR Part 36

1) The design shall be in strict conformance with the Architectural Barriers Act Accessibility Standard (ABAAS) of 2007 from the General Services Administration.

2) The Contractor shall conduct thorough research of these guidelines and, without exception, comply to the fullest extent, including those guidelines pertaining to the visually and hearing impaired.

3) No deviations from these guidelines are allowed. However, if the Contractor, at any Design Review Submittal, demonstrates that the compliance requirements would be technically infeasible or that compliance will cause an http://www.solicitationattachments.com/

Old Dominion Job Corps Center Design-Build | National Project 3 of 73 undue burden as defined by the guidelines, the Contractor is obligated to notify the Contracting Officer (CO), in writing, for a final decision on such requirements.

d. The CFR can be searched at: https://www.ecfr.gov/search.

e. The ABAAS is cited under 36 CFR and a copy can be viewed and printed from the GSA website below:

https://www.gsa.gov/system/files/National_Accessibility_Program_Standards_Pol icies_and_Procedures_2-1.pdf

f. 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 codes used in the local area, laws and locally adopted ordinances.

b. The most recent version of the IBC shall be used.

c. Deviations and interpretations shall be subject to the approval of the Contracting Officer (CO). Consider whether special requirements should be included because of the geographic location, i.e., heavy wind, seismic, or storm features for the United States Mid-Atlantic Region.

B. JOB CORPS GUIDELINES

1. Job Corps publication JCH-814, September 2013 Planning, Design, and Construction Administration Guidelines for Architects and Engineers, including Amendment 1 dated September 2015 (referenced as “JCH-814”) is a companion document to this scope of work. This reference and can be found at http://www.solicitationattachments.com.

2. JCH-814 presents the Contractor with additional design criteria not specifically stated in the scope of work. Where conflicts occur between the requirements of the contract and JCH 814, the requirements of the contract shall take precedence.

C. OTHER STANDARDS

1. Sustainable Design and Building Requirements: The Contractor shall provide materials and equipment that comply with the GREEN “CHEAT SHEET” JOB CORPS https://www.ecfr.gov/search https://www.gsa.gov/system/files/National_Accessibility_Program_Standards_Policies_and_Procedures_2-1.pdf https://www.gsa.gov/system/files/National_Accessibility_Program_Standards_Policies_and_Procedures_2-1.pdf

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SUSTAINABILITY GUIDELINES which is available for download and reference at http://www.solicitationattachments.com/jch814/.

2. Energy Conservation

a. All new work shall be designed in accordance with energy conservation opportunities and applicable federal directives.

b. In response to energy conservation concerns, all proposed construction shall conform to the current edition of the Model Energy Code of the State of Virginia and ASHRAE 90.1-2022 for all buildings except low rise residential buildings.

c. It is the Department’s policy to purchase energy and water consuming products which are in the upper 25% of energy and water efficiency whenever practicable and cost effective.

d. All work must be designed to meet or exceed the requirements of the Energy Policy Act of 2005 (or latest version), which includes Sections 103, 104, 109, 131, 553; Executive Order 14057; and all other applicable federal, state, and local codes and directives. New equipment shall be Energy Star or FEMP designated products where applicable.

e. The Contractor shall evaluate options for the use of energy and water conservation measures in building design and shall include a description of recommended options in the DESIGN NARRATIVE (see JCH-814 for narrative requirements).

3. Environmentally Preferable Products

a. The Contractor shall evaluate options and provide minimum requirements for the use of environmentally preferable products, implementation of environmentally preferable building design, and green construction practices.

b. The Contractor shall include a description of recommended Environmentally Preferable Products and Practice options in the DESIGN NARRATIVE (see JCH- 814 for requirements).

4. Asbestos-Containing Materials (ACM)

a. The Contractor shall conduct surveys for asbestos containing material and lead-based paint of 1st and 2nd floor areas to be disturbed as part of this renovation.

The survey reports shall be submitted with the 15% design submission.

b. For bidding purposes, assume that there are asbestos containing materials in 20 elbows at the chases located at 1st and 2nd floor.

http://www.solicitationattachments.com/jch814/

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c. If asbestos-containing materials, or lead-based paint are discovered during the work the contractor shall immediately notify the Contracting Officer.

5. Permits and Licenses

a. The Old Dominion Job Corps Center is a leased facility.

b. The Contractor shall research, and be responsible for obtaining, all regulatory, permitting and licensing requirements required to perform this work in Monroe, Virginia (Amherst County), and in accordance with 2012 International Building Code with Amendments and the JCH-814, 2013 Section 1.7.

c. The contractor shall submit a Department prepared Letter of Exemption to the Amherst County Building Department for the permit waiver purposes.

d. No drawings or specifications shall be submitted for building permits unless express notification in writing is received from the CO.

e. The existing crawl space is a confined space and cannot be access without an appropriate permit. It is intended that no design or construction work is to be performed within the existing Crawl Space located on the Ground Floor.

f. Plumbing serving the first and second floor toilet rooms, shower rooms, and laundry rooms shall be re-designed to avoid routing of plumbing sanitary and waste piping through the Crawl Space. All existing piping in the crawl space shall be capped outside the crawl space and abandoned in place.

D. SPECIFIC INSTRUCTIONS

1. Center Operation

a. The center shall remain in operation throughout the construction phase.

b. Dormitory Building 4 - 1st and 2nd floors will be vacant during design and construction period of performance. However, Dormitory Building 4 - Ground floor will be occupied during the design and construction period of performance.

c. The Contractor shall, as part of this contract, coordinate with DOL’s Engineering Support Contractor (ESC) and develop a set of construction documents that will minimize disruption of center operations and use of the Dormitory 4 - Ground floor during construction.

d. The Contractor shall propose a sequencing of the work in coordination with DOL’s Engineering Support Contractor (ESC) to minimize potential disruption to center operations.

e. The contractor’s work on 1st and 2nd floors shall be performed between the hours of 8am to 4pm or as agreed and coordinated with the Center.

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f. No work shall be performed on weekends without prior approval of the Contracting Officer.

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

2. Contractor Responsibilities

a. The Contractor’s design shall meet the programmatic requirements as outlined in this scope of work and in the JCH-814.

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

c. The Contractor is required to provide ten (10) high quality photographs in digital format to document the completed facility.

d. Submission of the requisite photo record shall be following remediation of the Substantial Completion Punch List.

3. Submittal Requirements

a. The required submission levels are as follows (percentages are an approximate fraction of completed construction documents):

Stage Design Level

Schematic Design 15%

Progress Contract Documents 60%

Final Contract Documents, and Coordination Drawings 100%

Issued For Construction (IFC) Final (IFC)

b. All submittals shall be in accordance with JCH-814, Section 8.4. This project will require the following submittals:

1) Schematic Design (15%)

a) The Contractor shall provide a Schematic Design (15%) submission and a presentation within eight (8) weeks of receipt of Notice to Proceed

(NTP).

b) The submission of the Schematic Design will be followed by an on-board presentation conducted by the Contractor team approximately one week

Old Dominion Job Corps Center Design-Build | National Project 7 of 73 after submission. The on-board presentation shall be held at the project site.

c) The DB team shall allow one (1) day to conduct the on-board Schematic Design presentation.

2) Progress Construction Documents (60%)

a) The Contractor shall submit the 60% Progress Construction Documents submission, including all corrections and design review comment responses from the 15% submission based on the schedule contained in Section VII.

b) At the 60% design submission, the design for the following shall be at the 100% design completion stage:

(1) Demolition drawings and specifications

(2) The Contractor shall notify the Department of any unforeseen site conditions discovered during the demolition process and modify the design documents.

c) Upon approval of the 60% design submission, the Contractor may proceed with the submission of the demolition plan and demolition.

3) Final Contract Documents and Coordination Drawings (100%)

a) The Contractor shall provide a Final Contract Documents and Coordination Drawings (100%) submission, including all corrections and the design review comment responses from the 60% submission.

b) The design must include and coordinate all unforeseen site conditions discovered at the 60% design submittal.

c) The Final (100%) submission shall be based on the schedule contained in Section VII.

4) Issued For Construction (IFC) Documents

a) Two (2) weeks from receipt of approval by the Contracting Officer of the Final Contract Documents and Coordination Drawings (100%), the contractor shall submit the Issued For Construction (IFC) Documents.

b) The IFC submission shall include all corrections and design review comment responses from the 100% submission.

c) The Issued For Construction (IFC) submission shall be sealed and dated by the appropriate professionals.

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5) Three copies of the updated “DB Contractor Quick Reference Checklist” shall be provided with each design submission.

4. Submittals for Review

a. The Contractor shall allow the Department a 21-calendar day review period for all submittals.

b. An electronic version shall be included with all submissions.

c. For the Schematic Design (15%) submission, the Contractor shall submit two (2) sets of drawings and specifications, design calculations, design narrative, and asbestos containing materials, fluorescent light ballasts, and lead-based paint survey reports to the Contracting Officer (CO) for evaluation.

d. For the remaining submissions (the 60%, 100%, and IFC sets) the Contractor shall submit two (2) sets of drawings (1 set of full size, 1 set of ½ size) along with specifications, design calculations, and the design narrative to the CO for review and approval. The mailing address for the CO is below:

Department (DOL) Contracting Officer c/o Engineering Support Contractor

2101 Wilson Boulevard, Suite 400 Arlington, VA 22201

e. The Contractor shall also submit one (1) half-size set of drawings and specifications at the 60%, 100% and IFC directly to the Old Dominion Job Corps Center. The mailing address for the Job Corps Center is below:

Old Dominion Job Corps Center 1073 Father Judge Road

Monroe, VA 24574

f. In addition to the above, all design submissions and complete project documents shall also be uploaded electronically through Submittal Exchange© to the Department by the Contractor. See Submittal Exchange section below for additional information.

g. Two (2) sets of Finish Boards shall be included with the 60% submission to the Contracting Officer

h. One (1) set of Finish Boards shall be mailed by the Contractor to the Old Dominion Job Corps Center.

i. The level of detail required for each stage of the submission is outlined in JCH- 814, Section 8.4.

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j. The Contractor is required to maintain the schedule per the contract and shall indicate to the CO ways and means to recover lost time due to delays.

k. No additional time will be given to the Contractor unless it is determined by the CO that the delay is legitimate and unavoidable, and that the Contractor has prudently exercised all options within its authority and ability to avert such delays.

5. Pre-Construction Submittals

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

1) Provide the Department Signed Letter of Exemption to the Amherst County Building Department in lieu of filing and obtaining building permits.

2) Safety Plan

3) Quality Plan

4) Demolition Plan

5) Construction Phasing and Layout Plan

6) Product Submittals and Shop Drawings for all materials, equipment and systems to be incorporated into the work to include but not be limited to plumbing (hot, cold, sanitary pipes), and bathroom components such as, toilet, sinks, bathroom accessories, shower, flooring, paint, toilet partitions, hand dryer, toilet accessories, handrails, guard rails, etc.

7) Electrical cut sheets including lighting fixtures.

8) Safety Data Sheets as applicable.

6. Submittal Formats

a. In addition to physical copies, drawings shall also be in both “AutoCAD” (version 2020 or later) and PDF format shall be uploaded to Submittal Exchange.

b. In addition to physical copies, specifications shall also be in both MS Word and PDF format shall be uploaded to Submittal Exchange.

c. All other project documents submitted shall be in PDF format and uploaded to Submittal Exchange.

7. Web Based Project Management System

a. During the design and construction phase, the Department shall provide, and requires the Contractor to use, the secure online construction management system, Old Dominion Job Corps Center Design-Build | National Project 10 of 73

Submittal Exchange©, that will expedite submittal information and management exchanges between members of the Design-Build Contractor, the ESC, the Department, and other designated project stakeholders.

b. Submittal Exchange will be provided at the Department’s expense, and the Contractor will be required to attend the vendor provided training session before use. A project specific orientation will also be provided by the ESC.

c. The system offers an unlimited user, automatic information exchange and electronic closeout feature for the entire project. The service provides a comprehensive online system for exchanging, reviewing, and archiving design and construction communications.

d. The extent of use of Submittal Exchange shall be determined by the Department and the Contractor during the Pre-Construction Conference. The following features of Submittal Exchange may be utilized:

1. ASI’s

2. Closeout

3. Commissioning Documents

4. Construction Photos

5. Construction Submittals

6. Construction Videos

7. Coordination Drawings

8. Deficiency Notices

9. Design Submittals

10. Meeting Minutes

11. Notice of Non-Compliance

12. Project Data, Shop Drawings

13. Punch Lists

14. Reports

15. RFI’s

16. Substantial Completion

17. Tests & Inspections

18. Warranties

e. RFIs having time and cost impacts, Schedules, and Schedules of Value will be responded to by the Department through formal correspondence.

f. The items in the table below should not be uploaded to Submittal Exchange unless otherwise noted.

g. These items shall be submitted directly to the DOL Contracting Officer (CO) by email with a copy to the ESC PM and if by hard copy, include a flash drive to the following address:

Department (DOL) Contracting Officer c/o Engineering Support Contractor

2101 Wilson Boulevard, Suite 400 Arlington, VA 22201

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Submission Item Submit by Email to:

1. Payments/Invoices w/Schedule

Update* JCASinvoice@dol.gov

2. Schedule of Values

3. Accident / Incident Reporting

4. Final Inspection Request

5. Key Personnel Substitution Request

6. Notice of Delay

7. Notice of Differing Site Conditions

8. RFCs / Proposals / REAs / Claims

9. Punchlist

10. Substantial Completion Documents

• DOL Contracting Officer (CO)

• DOL Contracting Officer’s Rep (COR)

• DOL Contracts Specialist (CS)

**Remember, always Copy the ESC PM and Regional PM on all communications to above.

*Baseline Schedule can be posted to Submittal Exchange but will be responded to by formal letter.

**Email addresses are listed under the Project Teams tab in Submittal Exchange.

g. RFIs having time and cost impacts, Schedules, and Schedules of Value will be responded to by the Department through formal correspondence.

h. The DOL’s Kiteworks service can be utilized for files that exceed either Email server size or Submittal Exchange file size limitations. Contact the ESC PM for instructions.

8. Building Design

a. The Contractor must be familiar with Monroe, Virginia (local) construction methods, applicable codes & standards and building materials, and shall provide a design that exemplifies the optimum balance of economy, aesthetics, life safety, ease of maintenance and speed of construction.

b. Any conceptual drawings provided in this scope of work are NOT TO SCALE.

9. Site Visits - Construction Observation

a. Site visits and construction progress meetings will be performed in accordance with Section G. of the contract

b. As part of the team, the Architect/Engineer will take an active role during construction to:

1) Facilitate all progress meetings.

2) Prepare and distribute meeting minutes within three (3) days of each meeting.

3) Receive, review, and respond to all shop drawing submittals and RFI’s

4) Prepare ASI’s.

mailto:JCASinvoice@dol.gov

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5) Visit the site on a regular basis

6) Provide site visit reports with observations as work progresses.

7) Review all test results.

8) Record and distribute deficiency notices and/or notices of non-compliance as necessary.

9) Review all warranties, operations, and maintenance manuals

10. A representative of the Department’s ESC will visit the site at least once a month.

During this visit, the Contractor’s payment application will be quantified and verified.

11. Availability of Existing Documents

a. The following documents listed below can be found at www.solicitationattachments.com/olddominionbldg4 and are available for reference only:

1) The Issued For Construction Drawing (IFC) of Dormitory Building 4 Renovation project

2) 100% Design of Ground Floor Bathroom/Laundry Rooms

3) Firestone Roof Warranty – Warranty No: 700429173

b. The Contractor is required to become familiar with the existing conditions affecting the work through site verification.

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 inform the Contracting Officer immediately, in writing, of any unforeseen conditions or existing code violations which may affect the work.

14. Pre-Design Meeting

a. Within ten (10) days of Notice-To-Proceed, as the preliminary step, the Department will be conducting an introductory Pre-Design workshop at the Old Dominion Job Corps Center. The contractor’s key members of each design discipline and construction team members are required to participate.

b. Participants of the Pre-Design workshop will also include representatives from the Department of Labor and its Engineering Support Contractor (ESC), and the Center personnel.

http://www.solicitationattachments.com/olddominionbldg4

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c. The workshop is intended to familiarize the Contractor and the A/E with the objectives of the project, the programmatic requirements and other inputs and constraints stemming from center operations

d. Project data, budget, schedule, etc., will be further defined or clarified, if necessary.

e. The A/E shall utilize this opportunity to gather as much data as it deems necessary to aid in the preparation of design documents.

III. USE OF THE SITE

A. SITE IMPROVEMENTS

1. The Contractor must repair/restore any damage to the construction area and any adjacent landscaping or paving damaged on Center, in the public right-of-way, or landscaping on adjacent private property caused by the work contained herein.

2. During construction of the 1st and 2nd floor bathroom renovations, the ground floor will be occupied, and the contractor shall coordinate all work performed with the center to minimize disruption.

B. SITE UTILITIES

1. Before any site utility work can take place on-site, the Contractor shall contact a private utility locator to locate and mark any underground utilities in the area.

2. The Contractor shall camera the entire plumbing drain at the north end of the building outside the laundry room G15B and report findings to be included in the 15% Design Submittal.

C. SITE ACCESS

1. Access to the construction site will be from the main Center Entrance located on the east side of the site (located on N.E. Father Judge Road).

2. Once on-site, the entrance to the project location is through the Singleton Road located in the northwest corner of the parking lot. The Contractor, workers, and vehicles must report to the Security Counter to gain access to the Center.

3. The Contractor will maintain the roads/parking lots during construction and repair the road as necessary at the completion of the project.

4. Photograph all areas of work and adjacent areas prior to commencement of work and upload to Submittal Exchange within 5 business days of taking photographs including the parking lot of Building 4.

D. STAGING AREA

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1. Unless otherwise approved by the Department of Labor, an 8’– 0” chain link secured fenced in lay-down area will be located on the parking area east of Building 6 – Recreation Building (Refer to Site Plan).

2. The Contractor shall restore the laydown area to its current condition after completion of the project. Photograph all areas of work prior to commencement of work and upload to Submittal Exchange within 5 business days of taking photographs.

IV. EXTENT OF WORK

A. DESIGN/BUILD OBJECTIVES

1. The intent of this project is to design and renovate Dormitory - Building 4 bathroom and plumbing, to include 1st and 2nd floor interior bathroom renovations.

2. The scope of work to includes replacement of domestic water and sanitary and vent piping and upgrading the existing electrical services in the areas being renovated.

3. Areas to be renovated are as follows:

a. First Floor Toilet Rooms (114 & 121)

b. Laundry Rooms (115 & 122)

c. Second Floor Toilet Rooms (212 & 204B)

d. Shower Room (210), and Laundry Rooms (204A).

e. Replace railings in Stairs A & B

f. Remove wall mounted bathroom sinks and electrical fixtures in Second Floor dormitory rooms.

g. Repair of areas where sinks have been removed and extend the existing electrical duplex outlets to the new finished wall surface.

4. Restrooms (128C & 120B), Shower Rooms (123 & 124) and Janitor’s Closet (119 and 201) are not part of this scope of work; however, the existing plumbing for these rooms shall be re-connected to the existing plumbing piping with new shut-off valves where tap connections are made, and the plumbing system put back into service.

5. Sketches provided in this scope of work are to be used as a guide only for the Contractor to establish design and construction quantities, and design information.

6. Floor plans are intended to be used as a Basis of Design only and is not intended to restrict the Contractor’s design or construction for the work under this scope.

7. The Contractor must visit the site and become thoroughly familiar with all pertinent conditions that are included in this Scope of Work.

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8. The prospective bidders must take such steps as may be necessary to ascertain the nature and condition of the work, and the general and local conditions which can affect the work or cost thereof.

9. Failure to do so will not relieve bidders from the responsibility for estimating properly the difficulty or cost of successfully performing the work. Arrangements must be made with the Center prior to inspecting the site.

B. DESIGN REQUIREMENTS

Architectural

a. General

1) This scope of work is to provide design and construction services including all labor, materials.

2) The Contractor shall scrape all existing plaster, remove old peeling paint, repair and prepare walls to receive one (1) coat of low VOC primer and two

(2) coats of low VOC gloss enamel paint.

3) Prior to paint application, seal all masonry walls and concrete ceilings that have been repaired with a masonry/brick or concrete sealer. Once sealed, paint masonry walls and ceilings.

4) Paint colors shall be selected from the manufacturer’s standard color palette.

a) The Contractor shall assume two color selections for the interior finish – light color for the walls and a second color for the concrete ceiling and all exposed conduits, piping, etc. above.

b) Patch and repair any damages areas along the walls and ceiling, prior to painting.

c) Epoxy paint shall be applied in two coats at Stair A and Stair B, where surfaces have been previously painted using epoxy paint.

5) For bidding purposes assume the following:

Area Approximate Square Footage Stairs 1,400 SF (one thousand four hundred) Plaster 1,400 SF (one thousand four hundred) Drywall 2,500 SF (two thousand five hundred Exposed Masonry Wall 4,000 SF (four thousand) Concrete Ceiling 2,400 SF (two thousand four hundred)

6) Professionally clean and disinfect ceramic tile flooring and wall tiles in areas where existing building elements are to remain.

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7) The Contractor shall build wood-frame temporary barriers using 2x4s spaced 16” o.c. (on center) with painted plywood sheathing on the side coming in contact with students along each of the floors or at the exit stairwell to keep the students out during construction. Provide a painted plywood locked door to allow work crews to enter and leave space, as needed.

8) Any temporary partition construction shall be coordinated with existing lighting and sprinkler and HVAC elements of the building.

9) Allow stair access for egress from the First Floor of the main building through the Ground Floor, and access to and from the cafeteria for students on the ground floor without having to leave the building.

10) The Contractor to provide protection of the existing finishes and systems in 1st and 2nd floor.

11) The Contractor can proceed with shop drawing submittals and demolition at 60% submittal approval. Demolition shall not adversely affect operations of the plumbing and sewer systems of the Ground Floor.

12) New wall hung fixtures shall be rigidly supported so that loading in not transmitted to the plumbing system.

13) Protect all existing flooring to be re-used during the construction process.

14) Provide fire-rated caulking along rated floor and wall penetrations with an approved 3M fire caulking product or equal.

15) After the completion of construction, the Contractor shall provide As-Built drawings for the completed construction.

b. Bathroom Demolition (First Floor)

1) Building 4 - Toilet Room (114)

a) Ceramic Tile Floors - The existing bathroom is approximately 316 SF, and the floor consists of 2”x2” ceramic tiles. Remove approximately 10% of the floor tiles that are damaged and/or missing and prepare surface for installation of new tile.

b) Furred Wall – Remove existing furred wall consisting of 3-5/8” metal studs spaced 16” o.c. (on center) with 5/8” cement board, located behind the lavatories in Toilet Room (114), to allow access to existing piping. For bidding purposes assume approximately 104 sf.

c) Toilets and Urinals – Remove and dispose offsite the existing six (6) toilets and three (3) urinals in Toilet Room (114) and associated wall carriers.

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d) Counter Tops and Lavatories – Remove and dispose offsite the existing 11’– 9” x 2’-0” countertop with three (3) lavatories and repair walls to receive new finish.

e) Toilet Panels – Remove the six plastic laminate floor-mounted toilet partition panel stalls and dispose offsite.

2) Building 4 – Laundry Room (115)

a) Remove Ceramic Tile Floors - The existing laundry room is approximately 161 SF, and the floor consists of 2”x2” ceramic tiles.

b) Remove approximately 10% of the floor tiles that are damaged and/or missing and prepare surface for installation of new tile.

c) Remove Ceramic Tile Wall- The existing 6”x24” ceramic tile along wall requiring removal and replacement, approximately 238 SF.

d) Chase Wall – Remove existing wall and door along chase in Laundry Room (115) to allow access to existing piping. See plan below for layout

e) Remove existing damaged laundry sink.

3) Building 4 - Toilet Room (121)

a) Wall – Remove portion of jog in CMU wall, approximately 60 SF, and 3’- 0” x 7’-0” solid wood core door and metal frame between Toilet Room

(121) and Laundry Room (122).

b) Furred Wall – Remove existing furred wall constructed of studs and cement board construction located behind the lavatories in Toilet Room

(121) to allow access to existing piping. For bidding purposes assume approximately 126 sf.

c) Toilets and Urinals – Remove and dispose offsite the existing seven (7) toilets and five (5) urinals in Toilet Room (121) and associated wall carriers.

d) Counter Tops and Sinks – Remove and dispose of offsite the existing 17’– 9” x 2’-0” countertop and five (5) sinks.

e) Toilet Panels – Remove the (7) toilet plastic laminate floor-mounted toilet partition panel stalls and dispose offsite.

4) Building 4 – Laundry Room (122)

a) Remove Ceramic Tile Floors - The existing laundry room is approximately 316 SF, and the floor consists of 2”x2” ceramic tiles.

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b) Remove approximately 10% of the floor tiles that are damaged and/or missing and prepare surface for installation of new tile.

c) Remove Ceramic Tile Wall - Demolish and properly dispose of approximately 154 SF of existing 6x24 inch ceramic wall tile and prepare the surface for application of new tiles.

d) Wall – Remove existing double wall, consisting of clay tile wall with CMU on top, totaling approximately 264 SF, then an additional CMU wall with tile in front of it, totaling approximately 264 SF, along the chase in Laundry Room (122) to allow access to existing piping.

e) Create new door with lentil opening in CMU block wall, approximately 3’-4” x 7’-4”. See plan below for layout.

c. Bathroom Demolition (Second Floor)

1) Building 4 - Toilet Room (212)

a) Furred Wall – Remove existing furred wall behind lavatories in Toilet Room (212), studs with cement board construction, to allow access to existing piping.

b) Counter Tops and Lavatories – Remove and dispose offsite the existing 21’– 0” x 2’-0” countertop with six (6) lavatories and repair walls to receive new finish.

c) Toilets – Remove and dispose offsite the existing seven (7) toilets in Toilet Room (212) and associated wall carriers.

d) Toilet Panels – Remove the six (6) plastic laminate floor-mounted toilet partition panel stalls and dispose offsite.

2) Building 4 - Shower Room (210)

a) Remove existing 4 inch by 4 inch ceramic tile with backer board on CMU, to allow access to plumbing in wall at location designated for roll-in shower, totaling approximately 147 SF.

b) Remove existing tub basin and dispose offsite.

c) Remove portion of existing wall between Shower 210 and Dorm Room 208, totaling approximately 130 SF. See layout below for location.

3) Building 4 – Laundry Room (204A)

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a) Wall – Remove existing 30-minute rated wall, 20-minute UL rated solid core wood door, and fire labeled door frame at Corridor (225) for reconfiguration.

b) Flooring – Remove existing vinyl tile floors at Laundry Room and newly created corridor alcove, totaling approximately 300 SF.

4) Building 4 - Toilet Room (204B)

a) Ceramic Tile Floors – Remove and dispose of existing 1 inch by 1-inch ceramic tile floors, totaling approximately 27 SF.

b) Remove Ceramic Tile Wall- The existing 4”x4” ceramic tile along wall requiring removal and replacement, totaling approximately 231 SF.

c) Wall – Remove existing stud walls along Laundry (204A) for reconfiguration of Toilet Room (204B), totaling approximately 216 SF.

d) Sinks – Remove and dispose offsite the existing one (1) sink and repair walls, totaling approximately 15 SF, to receive new finish.

e) Toilets – Remove and dispose offsite the existing one (1) toilet in Toilet Room (204B) and associated wall carrier.

f) Shower – Remove walls and tiles surrounding shower, totaling approximately 50 SF, and dispose offsite.

5) Building 4 – Dormitory Room (208)- Rappahannock 16

a) Remove existing vinyl tile, totaling approximately 48 SF.

6) Building 4- Second Floor Dormitory Rooms

a) Remove (14) existing lavatories total, one in each dormitory, room along the Second Floor.

b) Remove existing ceramic tile behind (17) lavatories, totaling approximately 255 SF, along with soap trays.

c) Remove existing wall base, totaling approximately 85 LF.

7) Building 4- Stairs A & B – Ground, First, & Second Floors

a) Remove existing tubular galvanized steel handrails along each floor level flight of stairs and chain link infill at wall openings at the landings, totaling approximately 108 LF each of railing and 20 sf of chain link at landing.

b) See Sketches D, E, and F below for stair location.

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d. New Work (First Floor)

1) Building 4 - Toilet Room (114)

a) The area of Toilet Room (114) is 285 SF. See Sketches for layout.

b) Ceramic Tile Floors

(1) For bidding purposes, the contractor shall assume 10% of the floor tiles to be replaced with new tiles matching the existing finish and color include mortar and grout to match existing.

(2) Provide new 2 inch by 2 inch ceramic tile flooring, where damaged or missing tile.

(3) The existing bathroom is approximately 285 SF, and the floor consists of 2”x2” ceramic tiles.

d) Masonry Repair

(1) For bidding purposes assume 50 SF.

(2) Repair damaged mortar joints by raking existing mortar joints.

(3) Re-align CMU units and point existing mortar joints with mortar color and mortar joint size to match the existing joint.

e) Chase Wall

(1) Provide and attach new moisture-resistant drywall to new 18 gauge heavy-duty 3-5/8” metal studs, approximately 20’-9” x 12’-0”.

(2) Prime and paint the new furred wall with one coat of low VOC primer and two coats of low VOC paint. Paint colors are to be selected from the manufacturer’s standard color palette.

f) Furred Wall near sinks and urinals–

(1) Provide and install new moisture-resistant drywall to new 3-5/8” metal studs, approximately 19’-11” x 12’-0”.

(2) Prime and paint the new furred wall with one coat of low VOC primer and two coats of low VOC paint-. Paint colors are to be selected from the manufacturer’s standard color palette.

g) For Ceiling, patch, prime and paint the existing ceiling with one coat of low VOC primer and two coats of low VOC paint, approximately 285 SF.

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h) Counter Tops and Sinks

(1) Provide and install a new plastic laminate post-formed countertop with end splashes and a bull nose edge, approximately 10’-6”L x 2’-0”W.

(2) Support the countertop with metal channels at the wall and front edge.

Support the front channels with either metal channel legs or triangulated wall mounted supports.

(3) Install 3’-0” Above finish floor (AFF). Submit shop drawings for approval prior to fabrication.

(4) Provide and install four (4) 20-3/8” x17-3/8” stain-resistant vitreous china drop-in counter sinks with hot and cold-water fixtures with a built-in stopper

(5) Use American Standard Reliant Drop-in Counter Sink as a basis of design or equal.

i) Mirrors and Shelves

(1) Provide and install four (4) new 24” x 36” commercial grade wall mounted mirror with stainless steel channel frame over each new sink.

Use Bobrick B165 2436 24” x 36” mirror as a Basis of Design or equal.

(2) Provide and install four (4) 24” x 5” stainless steel shelves – one (1) shelf per mirror. Total 4 shelves. Use Bobrick B-295 x 24 as a Basis of Design or equal.

(3) Should conflicts arise, the Contractor shall not install utility shelves and mount the mirrors to clear any potential conflict with the faucet and backsplash at the ADA accessible sink locations.

j) Toilets and Urinals

(1) Provide and install six (6) wall-mounted toilets with manual flush valve.

(2) Provide new toilet wall carriers, 500 lbs. capacity. Use American Standard, Toto or Zurn as a basis of design or equal. Toilet wall carriers to be mounted on 18-gauge heavy-duty metal studs, approximately 240 SF.

(3) Provide and install two (2) wall-hung urinals with manual flush valve, Use American Standard, Toto or Zurn as a basis of design or equal.

k) Toilet Panels

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(1) Repair walls and floors where toilet and shower partitions are removed.

(2) Provide and install new floor mounted with top bracing solid phenolic panels – colors thru at the six toilet stalls.

(3) Submit shop drawings and submittal cut sheets for approval prior to fabrication and installation.

(4) The toilet stall sizes are approximately:

(a) 32” x 60” (5 total)

(b) 60” x 60” (1 total) – ADAAG compliant

(c) Provide and install a 30” door and lock/latch and hinges each toilet.

(d) Provide and install a double toilet paper holder accessory built into the panel,

(e) Provide and install a clothing hook on the rear of each door.

(g) Use One Point Partitions as the Basis of Design.

2) Building 4 – Laundry Room (115)

a) The area of Laundry Room (115) is 145 SF– See plan below for layouts.

b) Chase Wall

(1) Provide and attach new one-hour 5/8” Type-X fire-rated drywall onto metal studs, approximately 20’-9” x 12’-0”, 8’-5” x 12’-0”, and 4’-5” x 12’-0”, with an access door installed for maintenance. See plan below for layout.

(2) Prime and paint existing and new walls with one coat of low VOC primer and two coats of low VOC paint, approximately 600 SF. Paint colors are to be selected from the manufacturer’s standard color palette.

c) For Chase Access Door, provide and install 2’-8” x 7’-0” 20-minute fire-rated solid core wood door with associated fire labelled door frame and door lever hardware.

d) Wall

(1) Provide and install new wall with 3-5/8” metal studs and 5/8” mold-resistant gyp board on each side, approximately 6’-6” x 12’-0”. See plan below for layout.

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(2) Prime and paint new walls with low one coat of low VOC primer and two coats of low VOC paint, approximately 78 SF. Paint colors are to be selected from the manufacturer’s standard color palette.

e) Door

(1) Provide and install 3’-0” x 7’-0” 20 minute UL fire rated stained solid core factory finished wood door with fire labelled door frame, surface mounted door closer, 1-1/2 pair of hinges and door lever hardware.

(2) Provide and install new 34” x 20” laundry sink. Use Mustee- 19CF UTILATUB - with hot and cold-water faucets as Basis of Design or equal.

f) For ceiling patch, prime and paint the existing ceiling with one coat of low VOC primer and two coats of paint, approximately 145 SF.

3) Building 4 - Corridor (116)

a) Pipe Chase near Toilet 114: Provide and attach new 30-minute 5/8” type X fire-resistant drywall to new 3-5/8” metal studs framing, approximately 10” x 1’-10” to deck above. Provide and install new 4” vinyl base to match the existing vinyl base.

b) Prime and paint new walls with one coat of low VOC primer and two coats of low VOC paint, approximately 50 SF. Paint colors are to be selected from the manufacturer’s standard color palette.

c) Pipe Chase near Laundry 122: Provide and attach new 30-minute 5/8” type X fire-resistant drywall to new 3-5/8” metal studs framing, approximately 10” x 1’-10” to deck above. Provide and install new 4” vinyl base to match the existing vinyl base.

4) Building 4 - Toilet Room (121)

a) The area of Toilet Room (121) is 360 SF. See plan below for layout.

b) Ceramic Tile Floors

(1) Provide new 2 inch by 2 inch ceramic tile flooring, where damaged or missing tile.

(2) For bidding purposes, the contractor shall assume 10% of the floor tiles to be replaced with new tiles matching the existing finish and color.

(3) Provide and install mortar and grout to match existing.

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c) Masonry Repair

(1) For bidding purposes assume 50 SF.

(2) Repair damaged mortar joints by raking existing mortar joints.

(3) Re-align CMU units and point existing mortar joints with mortar color and mortar joint size to match existing joint.

d) Wall

(1) Provide and install new wall with 3-5/8” metal studs and 5/8” mold-resistant gyp board on each side, approximately 4’-6” x 12’-0”.

(2) Prime and paint existing and new walls with one coat of low VOC primer and 2 coats of low VOC paint, approximately 800 SF. Paint colors are to be selected from the manufacturer’s standard color palette.

e) Chase Wall

(1) Provide and attach new one-hour 5/8” Type-X fire-rated drywall onto 18-gauge heavy-duty metal studs, approximately 20’-0” x 12’-0”, with a access door, installed for maintenance. See plan below for layout.

(2) Prime and paint the existing and new walls with one coat of low VOC primer and two coats of paint, approximately 240 SF. Paint colors are to be selected from the manufacturer’s standard color palette.

f) For Chase Access Door, provide and install 2’-8” x 7’-0” 20-minute fire-rated solid core wood fire labelled frame and hardware.

g) For Ceiling, patch, prime and paint the existing ceiling with low one coat of low VOC primer and two coats of low VOC paint, approximately 360

SF.

h) Furred Wall (Near Sinks)

(1) Provide and attach new moisture-resistant drywall to 3-5/8” metal studs, approximately 17’-9” x 7’-4”.

(2) Prime and paint new furred wall with one coat of low VOC primer and two coats of low VOC paint, approximately 144 SF. Paint colors are to be selected from the manufacturer’s standard color palette.

i) Counter Tops and Sinks

(1) Provide and install a new plastic laminate post-formed countertop with end splashes and a bull nose edge.

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(2) Support the countertop with metal channels at the wall and front edge.

Support the front channels with either metal channel legs or triangulated wall mounted supports.

(3) Install 3’-0” above finish floor (AFF). Submit shop drawings for approval prior to fabrication.

(4) Provide and install seven (7) 20-3/8” x 17-3/8” stain-resistant vitreous china drop-in counter sinks with hot and cold-water fixtures with a built-in stopper.

(5) Use American Standard Reliant Drop-in Counter Sink as a basis of design or equal.

j) Mirrors and Shelves

(1) Provide and install seven (7) new 24” x 36” commercial grade wall mounted mirror with stainless steel channel frame over each new sink.

Use Bobrick B165 2436, 24” x 36” mirror as a Basis of Design or equal.

(2) Provide and install seven (7) 24” x 5” stainless steel shelves – one (1) shelf per mirror. Total 7 shelves.

(3) Use Bobrick B-295 x 24 as a Basis of Design or equal.

(4) Should conflicts arise, the Contractor shall not install utility shelves and mount the mirrors to clear any potential conflict with the faucet and backsplash at the ADA accessible sink locations.

k) Toilets and Urinals

(1) Provide and install seven (7) wall-mounted toilets with manual flush valve. Provide new toilet wall carriers, 500lbs capacity

(2) Toilet wall…