A. Attachment D Seed Project SOW dated 10-20-2023.pdf

U.S. General Services Administration Region 10

Public Buildings Service www.gsa.gov

Statement of Work for

Construction Contract July 25, 2023

Redline October 20, 2023 (Section 2, Section 7, Added photos, and Attachment 7.10)

PROJECT IDENTIFICATION

Project Title: Resurface Parking Lot

Building: Vancouver Federal Building

Building ID #: WA0094ZZ

Building Location: 500 W 12th St., Vancouver, WA 98660-2866

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TABLE OF CONTENTS

1. Project Information 3

2. Scope of Work 5

3. Deliverable and Submittal Schedule 7

4. Applicable Standards 11

5. Acceptance Criteria 12

6. General Requirements 13

7. Attachments 17

Appendix: Photos 18

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1. Project Information

1.1. Location of Work:

1.1.1. Building Number: WA0094ZZ

1.1.2. Name: Vancouver Federal Building

1.1.3. Address: 500 W 12th St., Vancouver, WA 98660-2866

1.1.4. Area: Main and Auxiliary Parking Lots

1.2. Background: The Vancouver Federal Building (VFB) in downtown Vancouver, Washington, has functioned as a multi-tenant federal office building since its construction in 1966. Located in

Vancouver’s government center, the building sits directly across from the Clark County

Courthouse. The two (2) story, 21,000 square feet (SF) building is a precast concrete structure with fixed panel glazing. The site includes two (2) parking lots for the tenants.

1.2.1. Project Purpose:

1.2.1.1. The asphalt parking lots and sidewalks in VFB are aging and in need of repair. The purpose of this project is to replace the sidewalk and repave the parking areas to meet ABAAS and P100 standards. The Main Parking Lot is approximately 13,000

SF, consisting of forty (40) parking spaces. The Auxiliary Parking Lot is approximately 4,400 SF, consisting of ten (10) parking spaces.

1.2.2. Project Summary:

1.2.2.1. Contractor shall provide all labor, materials, tools and equipment necessary to provide replacement of the parking lots, located at the Vancouver Federal Building, Vancouver, WA, in accordance with these specifications and attached drawings

Attachment 7.10. The project includes, but is not limited to, the following work:

Demo and dispose of existing asphalt.

Demo and dispose of concrete sidewalks and curbs.

Repair/regrade sub-base as needed.

Installation/resurfacing of new asphalt.

Provide for new catch basins and trench drain as needed.

Repair/replace concrete sidewalk and curb.

Restripe and re-number parking stalls.

1.3. Period of Performance:

1.3.1. The period of performance is one-hundred-fifty (150) calendar days from Award to

Substantial Completion and thirty (30) calendar days from Substantial Completion to

Final Completion, for a total period of performance of one-hundred-eighty (180) calendar days.

1.3.1.1. The contractor shall commence all non-physical construction requirements to include, but not limited to:

1.3.1.1.1. Submission of bonds and/or insurance documents within “ten” (10) days of

SOW - Resurface Parking Lot (Redline October 20, 2023) 4 of 30 contract award. The acceptance of the Bonds and Insurance will set the Post

Award Meeting date (see Section 6).

1.3.1.1.2. The commencement of background investigation documents within “ten” (10)

Days of contract award (see Section 6).

1.3.1.1.3. Accepted project submittal log is required prior to the issuance of the NTP and as described in Section 3, within “ten” (10) days of award.

1.3.1.1.4. Product submittals are required to be submitted within “fifteen” (15) days of contract award unless otherwise noted (see Section 3).

1.3.1.2. The Contracting Officer (CO) will issue a Construction NTP upon acceptance of all required documents, submittals, and approval of security clearances. No physical work onsite will be allowed without NTP.

1.3.1.2.1. Issuance of the NTP is subject to the time of year and projected opening dates of the asphalt and concrete plants in the area.

1.3.1.3. Final completion is required to occur no later than "thirty" (30) calendar days after

Substantial Completion. Final completion includes all site cleanup, demobilization, completed and accepted punch list and closeout documents (see Section 3.7).

1.3.2. Work Hours:

1.3.2.1. The Contractor is required to perform all work specified for this project, per the following requirements: daytime hours: 6:00 am to 5:30 pm Monday through Friday, excluding weekends and Federal holidays.

1.3.2.2. No work shall be planned or performed outside of the hours defined in Section

1.3.2.1.

1.3.2.3. However, due to several potential conditions, work that needs to be performed outside of the defined hours shall be requested in advance and in writing by the

Contractor. The request shall be reviewed by the Contracting Officer’s

Representative (COR) and approved in writing by the Contracting Officer (CO).

1.4. Project Collaboration and Documentation

1.4.1. Project Management Information System (PMIS) (see Attachment 7.3)

1.4.1.1. GSA uses PMIS throughout the design and construction phases as a repository for all project information and as a tool to manage and monitor progress and modifications. Unless as otherwise provided, the Contractor will rely exclusively on

PMIS to post, review, access, comment on, collaborate, or otherwise submit all project information.

1.4.1.2. The Contractor is required to use GSA’s web-based electronic Project Management

Information System (PMIS). PMIS is a web-based project management tool which

SOW - Resurface Parking Lot (Redline October 20, 2023) 5 of 30 provides GSA with an automated workflow, collaboration, document management and project management solution to assist GSA in the management of design and construction projects.

1.4.1.3. The current PMIS system in use by GSA is Kahua Project Management Software.

1.4.1.3.1. The Contractor is required to request access to Kahua using the Kahua

Account Request Form

2. Scope of Work

2.1. Task 1: Design by Shop Drawings

2.1.1. The Contractor is required to submit detailed shop drawings showing preceding construction and demolition elements. Shop drawings are required to indicate sidewalk scoring patterns, ABAAS compliant parking layout to include accessible compliant stalls, accessible route, necessary signage, and marking. Parking layout, site design and site requirements shall meet GSA P100 requirements, Washington State Construction

Manual M41-01.41, and local ordinances, regulations, and rules.

2.1.2. The Contractor is required to verify dimensions of parking lot and maximize the number of parking stalls. Refer to Attachment 7.10 for preliminary layout.

2.1.2.1. The Contractor shall consider the existing grade when locating accessible stalls and accessible aisle and ensure the slope of accessible space and aisles meet

ABAAS requirements. Refer to Attachment 7.10 for existing drainage and site slopes.

2.1.3. The contractor shall prepare and obtain permits for any street closures the asphalt and sidewalk work, lane closures, and additional permits as required by the local AHJ necessary to complete the project.

2.1.4. The Contractor is required to allow for 30 days for drawing and submittal review and approval by the Government.

2.2. Task 2: Main Parking Lot (Front of Building)

2.2.1. The Contractor is required to provide all labor, materials, tools, and equipment necessary to perform the work summarized below.

2.2.2. The Contractor is required to remove all wheel stops, storage location TBD. take care in the removal of the existing wheel stops as the intention is to re-use stops. Store on-site for re-installation.

2.2.3. Relocate, on-site, two (2) dumpsters on west parking for re-installation.

2.2.4. The Contractor is required to ensure compliance with Environmentally Preferable Asphalt

Standards as outlined in Attachment 7.8.

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2.2.5. Contractor is required to remove existing asphalt pavement as shown on Attachment

7.10, approximately 13,000 SF. Dispose of asphalt at an appropriate recycling facility.

2.2.6. The Contractor is required to remove and replace two (2) catch basins with similar as required to meet Washington State Construction Manual M41-01.41.

2.2.7. Provision to install government provided trench drain The Contractor is required to provide and install a three-inch (3”) conduit, +/- 20’ long, along parking lot’s driveway entry for existing irrigation system (see Attachment 7.10 and Attachment 7.11).

2.2.8. Provision to fine grade lot in preparation of new asphalt.

2.2.8.1. Refer to Attachment 7.10 for existing drainage and site slopes.

2.2.9. Contractor is required to provide and install a new 2” binder and 2” wear course of bituminous asphalt paving. Lot is approximately 13,000 SF.

2.2.10. Contractor is required to re-install thirty-nine (39) new wheel stops 2’ from the front of parking stall.

Eighteen (18) wheel stops shall be furnished by the government.

Provision for an additional twenty-one (21) wheel stops for the remaining parking spaces.

2.2.11. Provisions to re-stripe and re-number parking lot with thirty-nine (39) parking spaces to new layout as noted below and on the new layout, see Attachment 7.10.

Provide thirty-seven (37) standard parking stall. Dimensions are required to be a minimum of 9’-0”x18’-6”.

Provide two (2) accessible van parking stalls 132” W, as required by ABAAS guidelines with shared 60” W accessible aisle.

o Relocate existing accessibility parking sign to the front of the accessible.

2.3. Task 3: Auxiliary Parking Lot (Esther Street)

2.3.1. The Contractor is required to provide all labor, materials, tools, and equipment necessary

2.3.2. The Contractor is required to ensure compliance with Environmentally Preferable Asphalt

Standards as outlined in Attachment 7.8.

2.3.3. Contractor is required to remove existing asphalt pavement as shown on Attachment

7.10, approximately 4400 SF. Dispose of asphalt at an appropriate recycling facility.

2.3.4. The Contractor is required to remove and replace existing trench drain with similar as required to meet Washington State Construction Manual M41-01.41.

2.3.5. Provision to fine grade lot in preparation of new asphalt.

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2.3.6. Contractor is required to provide and install a new 2” binder and 2” wear course of bituminous asphalt paving. Lot is approximately 4,400 SF.

2.3.7. Contractor is required to re-provide and install ten (10) new wheel stops 2’ from front of parking stall or as required to meet code.

2.3.8. Provisions to re-stripe and re-number parking lot to new layout as noted below and on

Attachment 7.10.

Provide nine (9) standard parking stall. Dimensions are required to be a minimum of

9’-0”x18’-6”

Provide one (1) accessible van parking stall, 132” W, and 60” W accessible aisle, as required by ABAAS guidelines.

o Provide accessibility parking sign. Dimension and location as required per

ABAAS guidelines.

2.4. Task 4: Sidewalk Replacement

2.4.1. The Contractor is required to provide all labor, materials, tools, and equipment necessary

2.4.2. The Contractor is required to ensure compliance with Low Embodied Carbon Concrete

Standards as outlined in Attachment 7.9.

2.4.3. The Contractor is required to repair and/or replace approximately three-hundred-fifty square feet (350 SF) of concrete under the east and west stairs of the building.3,000 SF of sidewalk as deemed necessary.

Provision for two-hundred square feet (200 SF) under the East Stair and Employee entry.

Provision for one-hundred-fifty square feet (150 SF) under the West Stair.

Repair and/or replace concrete sidewalks along the front of the building.

Repair and/or replace damaged sidewalks around perimeter of the building.

2.4.4. The Contractor is required to replace approximately two-thousand-three-hundred square feet (2,300 SF) of the concrete sidewalk provide and install new a new concrete sidewalk, accessible ramp, and concrete curb in the front of the building. The new concrete is required to match the existing concrete in color and texture. Scoring pattern to be approved by the government.

2.4.5. The Contractor shall remove and replace all concrete curbs along the perimeter of the parking.

Remove/replace approximately 600 LF concrete curb along the perimeter of the Main

Parking Lot o The Contractor shall take care not to damage irrigation system buried along planting areas.

Remove/replace approximately 150 LF concrete curb along the perimeter of the

Auxiliary Parking Lot.

o Remove approximately 200 LF 50 LF and the planting area along the north side of the Auxiliary Lot parking lot. Replace with new curb as shown on

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Attachment 7.10.

2.4.6. All concrete shall be properly removed, hauled, and dispose of, off site. The contractor shall provide all disposal/recycle records.

3. Deliverable and Submittal Schedule

3.1. All submittals are required to be submitted to GSA using GSA’s Project Management

Information System. (Refer to section 1.4)

3.2. PMP - The Contractor is required to prepare and submit to the COR for approval, a Project

Management Plan within 10 calendar days following award. The Plan is required to communicate the contractor management approach to the work and is required to include, but is not limited to, the following:

3.2.1. Work Plans - the work plan is required to communicate the intent as to how the contractor will accomplish their work.

3.2.2. Communication Plan - the communication plan is required to include a list of key personnel, with contact information.

3.2.3. Schedule - the schedule is required to be prepared using Gantt chart format with Critical

Path, in Microsoft Projects.

3.2.4. Waste Management Plan per the PBS P-100 1.7.2.2

3.2.4.1. The contractor is required to prepare and submit a Waste Management Plan to the

COR no later than 14 days prior to starting Construction Demolition.

3.2.4.2. Construction and Demolition (C&D) Waste Management Requirements: GSA's minimum requirement is to divert 50% of C&D waste from landfills/incinerators, (See Attachments, Waste Management Plan).

3.2.4.3. Document their actual waste diversion performance throughout the project. The

Waste Management Plan, therefore, should also include progress reporting procedures to record actual diversion and cost corresponding to each diversion and cost estimate.

3.2.4.4. Provide monthly reports with documentation to the COR

3.3. Site Safety Plan - The Contractor is required to prepare and submit to the COR for approval, an Accident Prevention and Site Safety Plan within 10 calendar days following award. The Site

Safety Plan is a living document and is required to be updated to address emergent, current, or national conditions. The Plan is required to define how the contractor will protect the general public, their employees and the environment, to include, but not limited to:

3.3.1. Responsibilities and Lines of Authority

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3.3.2. Prime Subcontractors and their participation in the Plan

3.3.3. Activity Hazard Analysis (AHA).

3.3.4. Accident Prevention Plan

3.4. Schedule of Values - The Contractor is required to prepare and submit to the COR for approval, a Schedule of Values (SOV) within 10 calendar days following award. The SOV is required to be defined and expressed in CSI MasterSpec Divisional order or as otherwise agreed upon.

3.5. Construction Quality Control Plan (CQC) - The Contractor is required to prepare a CQC plan like the Army Corps of Engineer's three phase format - preparatory, initial and follow up phases within “ten” (10) calendar days following award. Detail of the plan to be commensurate with the complexity and level of the project. (See Section 5.1)

3.5.1. Daily Reports - The Contractor is required to submit to the COR a daily report for days when site work is being performed. As a minimum, include the following in the daily report form: report number, date, weather (if an impact to the project), work performed, numbers of workers, list of subcontractors on site, photos and test performed and results. Also include any three phase inspections performed.

3.6. Shop Drawings, Material and Product Submittals

3.6.1. The Contractor is required to submit shop drawings and product data as stipulated in the project plans and specifications in Attachment 7.10 and/or this Statement of Work. All submissions are required to be made to the Contracting Officer's Representative (COR).

Prior to submitting shop drawings to the COR, the Contractor is required to review the shop drawings for completeness and is required to establish that the shop drawings meet the contract requirements.

3.6.1.1. The Contractor is required to provide shop drawings and product data for all systems, equipment and materials per the plans and specifications in Attachment

7.5 (see section 3.7 and section 5.1).

3.6.1.2. The Contractor is required to utilize early submission to minimize lead time.

3.6.1.3. Each submittal is required to be presented with a letter of transmittal or cover sheet, and provide the following:

3.6.1.3.1. Each submittal is required to be titled, serially numbered and included in an approved submittal log. Rejected submittals are required to be resubmitted with an additional number or character such as .1, .2 or a, b. to identify the submittal history.

3.6.1.3.2. Submittals are required to be logged and outlined using CSI MasterSpec

Divisions.

3.6.1.3.3. Provide product sheets defining and demonstrating what and how the

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Buy American Act under the contract.

3.6.1.3.4. Provide Safety Data Sheets (SDS) as applicable, defining and demonstrating what and how the submittal conforms to PBS Key Sustainable Products

Initiative PBS 1096.1.

3.6.1.3.5. The CO/COR requires ten (10) calendar days for product submittals and ten

(10) calendar days for shop drawings.

3.7. Request For Information (RFI)

3.7.1. The Contractor is required to include procedures in the QCQ Plan for RFI process. As a minimum, all RFI are required to include the following:

3.7.1.1. Information Requested - explain in detail your request, including referencing drawings, specification, codes, etc.

3.7.1.2. Contractor’s Recommendation - provide a recommendation to the CO to address

RFI concerns.

3.7.1.3. Time and Cost Impact - indicate if the RFI is for clarification only, no-cost minor field change, or if the RFI may result in a modification for additional time and/or cost.

3.7.2. As part of project quality control, the contractor is required to maintain an RFI log to keep track of RFIs. RFI log will be reviewed at QC or progress meetings to discuss RFI status and will be made available to the COR upon request.

3.8. Closeout submittals

3.8.1. The contractor is required to provide the following closeout documents, as applicable, in electronic format no later than "thirty" (30) calendar days after Substantial Completion, to include, but not limited to:

3.8.1.1. Final inspection and test results specified in this Statement of Work, Architectural/Engineer plans and specifications (see Section 5).

3.8.1.2. As-built drawing and redline documents.

3.8.1.2.1. As-builts are required to be in CAD_2019 (minimum) and PDF format.

3.8.1.3. Specifications manuals, as applicable, with changes approved during the project.

3.8.1.4. Product data and shop drawings:

3.8.1.4.1. The contractor is required to combine all inspection and test results, As-builts and shop drawings, product data and specification changes into an electronic record, like pdf.

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3.8.1.4.2. The data is required to be organized in CSI divisional format and hierarchy.

3.8.1.5. Operations and Maintenance Manuals (O&M) in PDF format

3.8.1.5.1. O&M manuals are required to provide detailed information identifying the building, floor number, specific space, tools, procedures, equipment and parts necessary to assure satisfactory operation and maintenance per the manufacturer’s recommendations.

3.8.1.5.2. The contractor is required to provide maintenance training, Maintenance

Training is required to address cycles of replacement and use of any special tools, etc.. Include references to record documents, spare parts and material lists, warranties, maintenance agreements and similar continuing commitments.

3.8.1.6. Warranty Letters

3.8.1.6.1. The Contractor is required to provide signed copies in electronic format of all warranties. The warranty start date is required to begin no earlier than the date of the installation and acceptance. The warranty letters are required to include the point of contact with current contact information and response times.

3.8.1.7. Attic Stock

3.8.1.7.1. N/A

3.8.1.8. Final Requesting Official Contractor Approval List (ROCAL) and Access

Credentials

3.8.1.8.1. The Contractor is required to provide a final ROCAL, indicating the dates that all staff have been removed from the project.

3.8.1.8.2. The Contractor is required to return all access credentials to the GSA and provide written or email confirmation from the issuing official.

4. Applicable Standards

Conflicts Between Codes or Standards and GSA Requirements

To ensure flexibility, GSA’s policy is to make maximum use of equivalency clauses in all codes and standards. If a conflict exists between GSA requirements and the GSA-adopted codes or standards, the

GSA requirements take precedence. All such conflicts must be brought to the attention of the GSA project manager as appropriate for resolution.

4.1. The Contractor is required to comply with federal, state, and local codes at the time of award, using the latest editions, including, but not limited to the following:

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4.1.1. PBS P-100

4.1.2. PBS P-120

4.1.3. PBS Key Sustainable Products Initiative PBS 1096.1

4.1.3.1. In addition to the above listed key sustainable products, all other interior finishes must meet, at a minimum, the baseline environmental requirements specified in the

GSA P100 facilities standards, Chapter 3, Architecture and Interior Design.

Contractor shall submit product data for each finish material used, demonstrating compliance with the appropriate environmental requirements. Sustainability requirements for specific interior finishes and construction materials may also be found at https://sftool.gov/.

4.1.4. Occupational Safety and Health Administration (OSHA)

https://www.osha.gov/Publications/OSHA3990.pdf

4.1.5. International Building Code (IBC)

4.1.6. National Fire Protection Association (NFPA)

4.1.7. Architectural Barriers Act Accessibility Standard (ABAAS)

4.1.8. GSA National Standard for Low Embodied Carbon Concrete

4.1.9. GSA National Standard for Environmentally Preferable Asphalt.

5. Acceptance Criteria

5.1. The Contractor is required to prepare and submit to the COR a Construction Quality Control

Plan (CQC) for review, modification and/or acceptance (refer to Section 3.4)

5.1.1. The CQC is required to follow the standard format like the Army Corps of Engineering and as follows:

5.1.1.1. The Preparatory Phase is required to be performed prior to beginning work on each definable feature of work and after all required documents and submittal materials are approved and/or accepted. Document in the contractor's daily report the results of the preparatory phase action. (See Section 3.4)

5.1.1.2. The Initial Phase is required to be performed at the start of the definable features of work and soon after a reasonable sample of work is completed to establish basic workmanship acceptance standards. Document in the contractor's daily report the results of the initial phase inspection performed. (See Section 3.4)

5.1.1.3. The Follow Up Phase is required to be performed daily or routinely to assure acceptable workmanship standards are maintained and control activities, including testing and safety, are providing continued compliance with contract requirements.

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5.2. Visual inspections

5.2.1. Visual inspections are required to be performed for all work elements prior to closing the assembly from vision or upon completion of the installation and are required to be recorded on GSA form 220 by the COR or Construction Manager (CM).

5.2.1.1. Inspections are required to verify that the assembly or work product meets applicable standards (see Section 4.0) and CQC plans.

5.2.1.2. Inspection Criteria for visual inspections of completed installations is required to be conducted with “normal” lighting, “normal” viewing angles, without magnifications:

Normal lighting position- Normal lighting conditions are described as those in place when the project is finished. This includes, but not limited to, design lighting (e.g. wall washers, spots and floods, etc) and natural lighting.

Normal viewing position- The normal viewing position is required to be established at a minimum distance of five feet perpendicular from the surface to be viewed.

5.2.1.2.1. Inspection lighting is required to be representative of normal lighting conditions in intensity and location. Consider window treatments and/or any other decorative finishes that could affect lighting and viewing.

5.2.1.2.2. A normal viewing position is required to be used. Visual evaluation for acceptance can be determined from a normal viewing position, at any angle, provided it is established at a minimum distance of five feet perpendicular from the surface to be viewed.

5.2.1.2.3. When viewed without magnification under occupancy conditions with normal lighting conditions and from a normal viewing position, a level of visual appearance is achieved as established by the approved job site standard.

6. General Requirements

6.1. Post Award Meeting

6.1.1. The contractor and teams are required to attend the Post Award Meeting. The CO/COR will host an administrative Post Award meeting within ten (10) calendar days from the contract award date to review contractual and technical issues, objectives of the project and communication protocols. This meeting will include the discussion of schedules, submittal dates, site conditions and requirements and establish points of contact prior to the commencement of work. At the meeting, the contractor is required to provide evidence that all employees and subs are in the process of obtaining security clearances

(see Section 6.11) and provide for approval any revisions in the Project Schedule or PMP, per Section 6 below. As a minimum, the following items are required to be discussed:

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6.1.1.1. Confirm all preliminary documentation and badging is in process.

6.1.1.2. Clarify outstanding questions.

6.1.1.3. Review security and safety issues

6.1.1.4. Review the Initial RO List and identify POC 1

6.1.1.5. Schedule, phasing, integration, and coordination

6.1.1.6. Schedule site visits and additional discussions

6.1.1.7. Site conditions and rules

6.1.1.8. Submittals (see Section 3)

6.2. Pre-Construction Meeting

6.2.1. The Contractor is required to attend Pre-Construction Meeting conducted on site and coordinated by CO/COR. Prior to this meeting all Pre-Construction activities (submittals, contractor adjudications, etc.) are required to be complete.

6.2.1.1. Agenda - will be provided by CO/COR NLT “two” (2) calendar days prior to meeting. This meeting will discuss all expectations of each stakeholder associated with this contract.

6.2.1.2. Meeting Minutes - will be captured by CO/COR and distributed to stakeholders NLT one business day after meeting.

6.3. Progress Meetings

6.3.1. The Contractor is required to be available to meet with the CO/COR upon request to present deliverables, discuss progress, exchange information and resolve emergent technical problems and issues.

6.3.2. The Contractor is required to keep CO/COR informed, through meetings or reports, onsite discussions or emails of progress and potential problems with the project.

6.3.3. The Contractor is required to Chair (weekly/bi-monthly) progress meetings.

6.3.3.1. The contractor is required to prepare an agenda addressing the schedule and progress, scope, deliverables and action items.

6.3.3.1.1. Daily reports with photos and CQC are required to be reviewed.

6.4. Building Requirements

6.4.1. The building will be occupied by federal staff and potentially the public during the

SOW - Resurface Parking Lot (Redline October 20, 2023) 15 of 30 construction phase. The Contractor is required to minimize disruptions and ensure the safety of building tenants and the public is maintained at all times, to include, but not limited to:

6.4.1.1. Keep supplies and materials in their staging areas and provide safety features such as cones, fencing or locked doors.

6.4.1.2. Provide dust and odor containment, meeting GSA Indoor Air Quality standards.

6.4.1.3. Plan noisy or vibrating work to ensure disruptions to the Government operations and work are minimal. Provide planning documents like “Sequence of Operations” or “Look-ahead Schedules” to inform stakeholders.

6.4.1.4. Erect safety barriers (passive and/or active) and provide warning signs.

6.5. Daily Cleanup

6.5.1. The contractor is required to keep all areas open to the public or the tenant free from hazards, dirt and debris.

6.5.1.1. Remove all waste and debris from the worksite and building, by the end of each day.

6.5.1.2. The building disposal system may not be used for construction waste.

6.5.1.3. The contractor is required to provide waste removal for construction debris and a dumpster or roll-off bin with a lockable lid.

6.6. Utilities

6.6.1. Water and electric service will be provided to the Contractor at no cost. Use of the onsite fire hydrants shall be the contractor’s responsibility to coordinate with the local water company for usage.

6.6.2. The contractor is required to provide for exterior portable restrooms for crews, facility restroom use is approved by the Property Manager, utility outages etc.

6.7. Protection

6.7.1. The Contractor is required to provide all labor, material, and equipment necessary to protect personnel, furnishings, equipment or the building structure from damage.

6.7.2. The Contractor is required to provide all engineering controls to protect all areas being worked on from the migration of dirt, dust, oils and spray.

6.7.3. The Contractor is required to replace or repair to the original condition any items damaged due to work performed under this contract, at no additional cost to the

Government.

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6.8. Work Site Access

6.8.1. The Contractor is required to ensure access to the site maintains the following protocols:

6.8.1.1. Enter the worksite through employee entries or roll up doors for the dock access.

6.8.1.2. Coordinate all deliveries with the Property Manager.

6.8.1.3. Use rubber-tired vehicles for conveying material inside the building and provide temporary covering to protect floors.

6.8.1.4. Provide and/or coordinate elevator wall protections.

6.8.1.5. Provide safety barriers per the site safety plan.

6.9. Safeguard of Equipment, Supplies, and Materials

6.9.1. The Contractor is required to safeguard all equipment, supplies and materials. The

Government will not be responsible for any loss or damage to materials, supplies, tools, or equipment on the site, including materials in which salvage value may have been reflected in their bid.

6.10. Site Closeout Requirements

6.10.1. The Contractor is required to complete all tasks listed below prior to submitting the final invoice for payment:

6.10.1.1. Clean each surface or unit to the condition expected in a normal, commercial cleaning and maintenance program. Ensure that cleaning covers the pathways to the work site as well as inside the work site. Ensure cleaning materials comply with all manufacturer’s written instructions and meet GSA PBS Key Sustainable

Products Initiative PBS 1096.1 and 1000.8 PBS Indoor Air Quality Management.

6.10.1.2. Remove all debris, tools, equipment and materials from the job site.

6.11. Security and Access

6.11.1. The Contractor is required to ensure all workers pass a background investigation prior to the start of the work. Refer to GSA Office of Mission Assurance (OMA), HSPD-12 Policy.

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7. Attachments

7.1. Vendor Security Training_6_2021

7.2. Submittal Transmittal Form

7.3. Project Management Information System

7.4. P120 - Cost and Schedule Management Policy and Requirements

7.5. C&D_Waste_Mgmt_Plan_&_Reporting_Template

7.6. ROCAL- Current Version - 2020

7.7. CIW GSA820-16a exp date 9302022

7.8. Environmentally Preferable Asphalt-Sept 22

7.9. Low Embodied Carbon Concrete-Sept 22

7.10. Concept Drawings Site Plan 10.20.23 (Revised, renumbered, and added new sheet).

SK.01 – EXISTING DRAINAGE SITE PLAN

SK.02 – EXISTING/DEMO SITE PLAN

SK.03 – NEW SITE PLAN

7.11. Trench Drain

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Appendix: Photos Main Lot

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Auxiliary Lot

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Curbs and Sidewalks

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