DPW SOW Project 2022-0573 Rev 03Aug22.pdf

Project # 2022-0573

1 | P a g e

Rock Island Arsenal Scope of Work

PR# 2022-0573

Repair Quarters 1 – Building 301 23 Jun 22 Revised 03 Aug 22

US Army Garrison‐Rock Island Arsenal

Directorate of Public Works Engineering and Services Division

AMIM‐RIP‐G

1 Rock Island Arsenal

Rock Island, IL 61299‐5000

2 | P a g e

PROJECT SUMMARY: The scope of this project is to retain and repair the exterior envelope of Building 301, while preserving the historic features of the building. The building is located on Gillespie St., Rock Island Arsenal. It is a 3-story building, originally constructed in 1872 and is approximately 15,000 GSF. It is currently utilized by MWR and is designated a National Historic Landmark. The work is required for the project due to the level of deterioration on the envelope, which has led to its poor condition. The work is required to be updated due to the level of deterioration on the envelope, which has led to its poor condition. The expectation is to upgrade the building envelope to sustain itself for the next 10-15 years. It is important to consider the inspection of roof structural members at the exterior porch and all construction work that requires the removal of adjacent material for construction shall be reinstalled to original condition.

1 PART ONE: SPECIFIC PROJECT

1.1 PROJECT DESCRIPTION: U.S. Army Garrison (USAG) – Rock Island Arsenal

(RIA) has a requirement for repairs to the exterior envelope of Quarters 1 – Building

301. Project repairs and requirements will be in accordance with the SOW, the attached specifications (Appendix A) and the attached plans (Appendix B).

Appendixes and references herein shall be considered parts of this SOW and are considered fully enforceable parts of the contract. The Base Bid and awarded options consist of furnishing all labor, equipment, and material to perform repairs in accordance with this SOW and the appendixes.

1.2 Work includes the following activities:

1.2.1 Roof:

1.2.1.1 Replace existing metal chimney cap. Materials shall match existing. Provide new wire screens on all chimney caps.

1.2.1.2 Reuse all copper flashing as required.

1.2.1.3 Replace existing EPDM.

1.2.1.4 Replace existing roof shingle with new shingle matching appearance of slate roofing.

1.2.1.5 Repair roof hatch and install new hardware.

1.2.1.6 Install new security gate at roof access.

1.2.1.7 Replace roof on the basement stairwell access. Refer to pages 12 and 13 in

Appendix H.

1.2.2 Gutters and Downspouts:

1.2.2.1 Improve gutter drainage by augmenting upper ends of gutters while retaining its historic configuration.

1.2.2.2 Repair deteriorated copper downspouts to match existing.

1.2.2.3 Install downspout leaders/ extension at the downspout to carry rainwater away from the foundation.

1.2.2.4 Any new anchors used to secure downspouts to the masonry must be epoxy-type anchors.

3 | P a g e

1.2.2.5 Where the copper downspout extends to below grade, replace the downspout down to the last joint above grade. Refer to pages 10 and 11 in Appendix H.

1.2.3 Exterior & Foundation Masonry Walls:

1.2.3.1 Wash stains off exterior and foundation masonry wall to remove fungus growth.

Utilize neutralizing afterwash to return stone to neutral pH.

1.2.3.2 Repoint deteriorated mortar joints on exterior and foundation masonry wall.

1.2.3.2.1 It is estimated that there is 600 square feet of exterior wall that requires repair of the mortar joints.

1.2.3.2.2 Contractor shall inspect the full exterior of the building and advise the COR of any additional areas requiring repairs.

1.2.3.2.3 Contractor shall provide a Unit Price for additional repair of mortar joints.

1.2.3.3 Repair deteriorated stone cornice.

1.2.3.4 Replace deteriorated limestone plinth at portico and apply breathable stone consolidant and salt protectant.

1.2.4 Windows:

1.2.4.1 Replace all existing storm windows.

1.2.4.2 Retain and repair all existing deteriorated windows.

1.2.4.3 Strip/ sand down and paint existing wood windows (exterior side only).

1.2.4.4 Provide wood filler for deteriorated wood window frame

1.2.4.5 Sand, prime, paint & reinstall.

1.2.4.6 Refinish wood window frame color to match existing.

1.2.4.7 Replace all sealant and caulking around windows.

1.2.5 Exterior Woodwork:

1.2.5.1 Replace all deteriorated or damaged wooden elements.

1.2.5.2 All exterior wood surfaces to be lightly scraped and sanded of loose and peeling paint.

1.2.5.3 All exterior wood surfaces to be repaired and painted to match original.

1.2.5.4 Replace and paint wood base at exterior column covers.

1.2.5.5 Replace and paint wood column covers.

1.2.5.6 Repair and paint all exterior wood cornices.

1.2.5.7 Repair and paint exterior wood deck at porch.

1.2.5.8 Repair and paint all exterior wood screens.

1.2.5.9 Repair and paint all exterior wood fascia under wood deck at porch.

1.2.5.10 Repair and paint all exterior wood ceiling at porch.

1.2.5.11 Replace wood stair at east elevation.

1.2.6 Exterior Metal Work:

1.2.6.1 Repair /Scrape and sand existing peeled paint on iron columns.

1.2.6.2 Repaint metal columns to match existing.

1.2.6.3 Repair / Scrape and sand existing peeled paint on iron rails.

1.2.6.4 Repaint metal rails to match existing.

1.2.6.5 Install new wrought iron railing at the porch by the kitchen.

4 | P a g e

1.2.7 Exterior Door:

1.2.7.1 Repair and repaint exterior door and door frame.

1.2.7.2 Clean and refurbish door hardware to ensure operability.

1.3 The design specifications for this project are attached to this SOW in Appendix A.

1.4 The design plans for this project are attached to this SOW in Appendix B.

1.5 All works shall be submitted to RIA Directorate of Public Works (DPW), Environmental and Cultural Resource Program for review and approval and must comply with the Secretary of the Interior’s Standards for Rehabilitation which can be accessed at: https://www.nps.gov/tps/standards/rehabilitation/rehab/index.htm

1.6 SPECIAL SERVICES/REQUIREMENTS

1.6.1 Contractor shall provide all services, labor, materials, supervision, equipment, tools, etc. necessary to accomplish the work described in this Scope of Work.

1.6.2 Contractor shall submit all samples as required by Project Specifications, 14 calendar days prior to commencing Project, to COR for review and approval.

1.6.3 The Contractor shall follow the special services/requirements in accordance with this SOW, the attached specifications (Appendix A), and the attached plans (Appendix B).

1.6.4 Work hours for this project are 06:00 to 17:00, Central Time, on Monday through Friday.

1.6.5 The Following Federal Holidays will be observed and do not constitute a work day: New Year’s Day, January 1; Martin Luther King Day, 3rd Monday in January; President’s Day, 3rd Monday in February, Memorial Day, last Monday in May; Independence Day, , June 19; Juneteenth, July 4; Labor Day, 1st Monday in September; Columbus Day, 2nd Monday in October; Veteran’s Day, November 11, Thanksgiving Day, 4th Thursday in November; Christmas Day, December 25.

1.6.6 If a holiday falls on Saturday, the preceding Friday is a holiday. If a holiday falls on Sunday, the following Monday is a holiday.

1.6.7 For any additional installation operational and working hours see the attached specifications (Appendix A) and the attached plans (Appendix B).

1.6.8 Disruption of the tenants and their missions shall be minimized. Any potential interferences with the tenants or the rest of the RIA’s services, personnel, or entities shall be coordinated with the Contracting Officer (KO) / Contracting Officer’s Representative (COR) so as to minimize disruption.

1.6.9 Contractor shall be responsible for accurate measurements of all existing site conditions.

1.7 BASE BID: The Base Bid consists of furnishing all labor and material as necessary to complete the repairs to the exterior envelope of Quarters 1 - Building 301 as shown on the attached drawings. The Base Bid completion date shall be 180 calendar days after award of the contract.

5 | P a g e

1.8 BID OPTIONS:

1.8.1 Option One: Remove and replace existing limestone piers as shown on the construction drawings. Refer to drawings A-202 and A-203.

1.8.2 Unit Price: Repair mortar joints. Dollars per square foot.

1.9 DRAWINGS:

1.9.1 The design drawings for this project are attached to this SOW in Appendix B.

1.10 SPECIFICATIONS:

1.10.1 The specifications for this project are attached to the SOW in Appendix A.

1.11 SUBMITTALS/DELIVERABLES:

1.11.1 Submittals are required. Refer to the Submittal Register in the Project

Specifications – Appendix A.

6 | P a g e

2 PART TWO: GENERAL INFORMATION

2.1 COMMENCMENT, PROSECUTION, AND COMPLETION OF WORK:

2.1.1 The contractor shall be required to commence work under this contract within 30 calendar days after the date the Contractor receives the notice to proceed, prosecute the work diligently, and complete the entire work ready for use not later than 180 calendar days after the date the contractor receives the notice to proceed.

The time stated for completion shall include final cleanup of the premises.

2.2 SPECIAL CONDITIONS:

2.2.1 Access and Working Hours:

2.2.1.1 The contractor’s schedule may deviate from the hours, listed above, when approved by the COR.

2.3 Utilities:

2.3.1 Water and electricity shall be provided by the government.

7 | P a g e

3 PART THREE: SECURITY

3.1 OPERATIONS SECURITY (OPSEC) REVIEW

3.1.1 In order to perform project the contractor must do the following:

3.1.2 AT Level I training. All contractor employees, to include sub-contractor employees, requiring access to Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and sub-contractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 5 calendar days after completion of training by all employees and sub-contractor personnel.

3.1.3 Access and general protection/security policy and procedures. Contractor and all associated sub-contractor employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DoD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

3.1.4 For contractors that do not require CAC, but require access to a DoD facility or installation. Contractor and all associated sub-contractor employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

3.1.5 iWATCH Training. The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO). This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within 5 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.

3.1.6 For contracts that require OPSEC Training. Per AR 530-1 Operations Security, the contractor employees must complete Level I OPSEC Awareness training.

New employees must be trained within 30 calendar days of their reporting for duty and annually thereafter.

8 | P a g e

3.1.7 Threat Awareness Reporting Program. For all contractors with security clearances. Per AR 381-12 Threat Awareness and Reporting Program (TARP), contractor employees must receive annual TARP training by a CI agent or other trainer as specified in 2-4b of AR 381-12.

3.1.8 RIA specific provision/clause language:

3.1.8.1 A non-disclosure agreement will be signed by the project prime before report/start date of contract.

3.1.8.2 All Training will be face to face, provided by a level II certified ATO and OPSEC officer, conducted on RIA. Any conflicts with training locations/performance will be directed by the project COR.

3.1.8.3 Contractors, sub-contractors will be escorted by the COR in areas where they may be exposed to classified and/or sensitive materials. All contractor employees, including subcontractor employees who are not in possession of the appropriate security clearance, will be escorted in areas where they may be exposed to classified and/or sensitive materials. The Vendor will coordinate with the COR and/or the facility security office for access when required.

3.1.8.4 Building Stand-Off: All occupied buildings on Rock Island Arsenal require a 33feet stand-off by all vehicles and equipment. At no time will unoccupied vehicles, equipment or tools/tool boxes be left unattended within 33 feet of installation buildings.

3.1.8.5 All personnel requesting access to Rock Island Arsenal will only enter through a manned and operational Access Control Point and present a United States National or State issued identification that is capable of being scanned for valid entry. All contractor and contractor employees' vehicles, equipment, and packages are subject to inspection or examination (search) at entry/exit of the Rock Island Arsenal. Only authorized individuals that pass a screening and vetting process will be permitted access. All contractor and subcontractor personnel will be required to submit the required identification credentials and must receive a favorable background check as conducted through the National Crime Information Center (NCIC) Interstate ID Index (III) to gain access and work on the installation.

9 | P a g e

4 PART FOUR: ROCK ISLAND ARSENAL SUPPLEMENTAL GUIDANCE

4.1 SAFETY REQUIREMENTS:

4.1.1 Contractor shall comply with Engineering Manual EM-385-1-1 “Safety and

4.1.2 Health Requirements Manual.”

4.1.2.1.1 Contractor shall designate a Site Safety and Health Officer (SSHO) in accordance with EM 385-1-1, Section 01.A.17. SSHO shall also be responsible to coordinate contract employees in the event of an emergency.

4.1.3 The following safety submittals are required prior to performing work:

4.1.3.1 Accident Prevention Plan (APP) (EM 385-1-1, Section 01.A.12)

4.1.3.2 Activity Hazard Analysis (AHA) (EM 385-1-1, Section 01.A.15)

4.1.3.3 Emergency Plan (EM 385-1-1, Section 01.E)

4.1.3.4 Supplemental plans in accordance with EM 385-1-1 shall be required as dictated by the types of work being performed (e.g. Hazardous Energy Control Program, Hot Work, Hazardous Material Abatement)

4.1.4 The Contractor shall adhere to the most current requirements of NFPA 241, EM 385-1-1 and local Fire Department requirements as supplemented below. If a conflict between requirements occurs the most stringent shall apply.

4.1.4.1 Fires, regardless of size, will be reported to the fire department.

4.1.4.2 Contractor storage areas in RIA buildings shall be inspected and approved by the

RIA Fire Department prior to use.

4.1.4.3 Extinguishers for hot work shall be a minimum of 10 lb. ABC Type (UL Rating

4A:80B:C). Building extinguishers shall not be used to meet this requirement.

4.1.4.4 Contractors shall provide flameproof tarps or shields to protect combustible material during hot work.

4.1.4.5 Tar kettles shall not be located any closer than 20 feet to any building or 100 feet to an ammunition/explosive storage area.

4.1.4.6 The Contractor shall make requests in writing to the COR no less than two weeks in advance for approval to connect to a fire hydrant. The Contractor is responsible for installing the water meter/back flow preventer and providing their own hose, hose connections, and hydrant wrenches for opening/closing fire hydrants. The Contractor shall not use pipe wrenches, channel locks, etc. for opening/closing of fire hydrants.

4.1.5 Contractor shall comply with all emergency communication instructions provided through official channels to include the outdoor speaker system, building notification systems, direction by emergency service personnel, or the COR.

4.1.6 Upon award, the Government will provide further information regarding building points of contact, areas of refuge, and access restrictions.

4.1.7 Contractor vehicles and/or equipment shall not block fire department access, hose connections, alarm panels, access roads, fire hydrants, building safety features, etc. without prior approval. The Contractor shall make requests in writing to the COR no less than three weeks in advance of blocking items listed above. Request shall include proposed length of closure.

10 | P a g e

4.2 ENVIRONMENTAL PROTECTION:

4.2.1 The Contractor shall follow all environmental requirements in accordance with this SOW, the attached specifications (Appendix A), and the attached plans (Appendix B).

4.2.2 Compliance with Environmental Laws and Regulations. Contractor shall comply with all applicable federal, state, and local environmental laws, statutes, regulations, executive orders, permits, Army regulations (with supplements), as well as Major Subordinate Command (MSC) and installation regulation, policy, Host Tenant Agreement, Interagency Service Support Agreement, or Status-of- Forces Agreement. Contractor shall immediately report any conflicts between applicable federal, state, local environmental laws, statutes, executive orders, and provisions of Army Regulation 200-1, and any specifications within this contract to the KO/COR. The Environmental Coordinator’s Office will review questions on environmental compliance, and provide guidance as needed. In case of an environmental event or disaster, the Contractor shall comply with the Government’s emergency services plan. All environmental protection matters shall be coordinated with the KO/COR.

4.2.3 Compliance with Green Procurement Requirements. Contractor shall follow Federal EPA Comprehensive Procurement guidelines (www.epa.gov/cpg) and Army Contracting Command Quick Guide (https://acc.aep.army.mil/accapps/ACCMAP/Documents/Quick-Guide-for- Sustainable-Procurement.docx) for acquisition of building materials and products and select materials that have a long life cycle; the least toxic materials;

recyclable materials; materials that are resource-efficient; materials with the maximum recycled content; materials harvested on a sustained yield basis; and products causing the least pollution during their manufacture, use, and reuse.

4.2.4 Compliance with License and Certification Requirements. Contractor shall obtain all licenses and certifications required by Federal, State, and Local environmental laws and regulations necessary to adhere to the specifications of this contract. The Contractor shall submit all plans, notifications, reports, submittal documents, and fees required by Federal, State, and Local environmental laws and regulations to the appropriate Federal, State, and Local authority and/or agency as necessary to adhere to the specification of this contract. All required licenses and certifications required by Federal, State, and Local environmental laws and/or regulations shall be considered a contract deliverable upon award.

4.2.5 Notification of Federal and State Regulators. Contractor shall immediately notify the Designated Government Representative (DGR) and KO/COR of the arrival on site of any Federal, State, and/or DoD environmental regulator or enforcement agent and/or the receipt of any correspondence from a Federal or State environmental agency.

4.2.6 Inspections of Work Sites. Any of the facilities operated by the Contractor may be inspected by the KO/COR, the RIA Environmental Coordinator, or other Regulatory Officials on a non-notice basis. Contractor shall submit to potential Federal, State, Army and installation work site environmental regulatory inspections and/or investigations into noncompliance, and fully cooperate with such inspections/investigations by providing the appropriate records and

11 | P a g e documentation. Environmental regulatory agencies are authorized by law to inspect any work site for environmental compliance with regulatory requirements.

If an inspection is conducted, it will not stop or disrupt ongoing contract activities. The inspection will only require the work site environmental officer, or supervisor/manager to answer questions and/or escort the inspector to specific work site areas with the potential to affect environmental quality.

4.2.7 Reporting Noncompliance and Citations. Citations/Fines for non-compliance with environmental standards on Government facilities operated by the Contractor are a matter for resolution through the Environmental Coordinator’s Office and between the RIA Garrison Commander and the issuing office of Environmental Protection Agency (EPA) or State of Illinois Regulatory Authorities. If the citations/fines are issued due to faulty operation or maintenance practices, the KO/COR shall deduct the fine from any monies due the Contractor.

4.2.8 Verification of National Environmental Policy Act Documents. Contractor shall obtain from the COR or DGR a copy of the National Environmental Policy Act (NEPA) environmental analysis and/or status of the NEPA review done if analysis was not required. NEPA review and analysis is done in accordance with 32 CFR Part 651 and addresses actions to be taken by contractor prior to and during commencement of contract actions. The NEPA process consists of evaluating the environmental effects of a federal action including its alternatives.

There are three levels of analysis depending on whether or not the construction activity or project could significantly affect the environment. These three levels are: categorical exclusion determination; preparation of an environmental assessment/finding of no significant impact (EA/FONSI); and preparation of an EIS. This project is categorically excluded under 32 CFR Part 651.29(a) (1, 2, and

3) and 32 CFR Part 651, Appendix B, Section II.

4.2.9 Assignment of Environmental Compliance Designee (ECD). Contractor shall appoint an ECD for all contract work periods exceeding 180 consecutive days.

Contractor shall appoint a primary and alternate ECD for each production, shop or work area that uses and/or stores hazardous materials and/or generates hazardous wastes. Contractor ECDs shall monitor implementation of all environmental regulatory requirements, report all environmental noncompliance to the work site supervisor, correct all environmental noncompliance, and verify implementation of directed actions to correct identified environmental noncompliance. Contractor shall have at least one ECD on duty at all times at each shop or work area.

Contractor shall require all personnel designated as ECDs to complete the initial ECD training through the installation or Major Subordinate Command (MSC) environmental compliance point of contact within 15 days of the start of contract performance. Contractor personnel appointed as ECDs may perform other duties provided they do not prevent the performance of ECD duties. Contractors may request a waiver of this requirement through the KO/COR and DGR, if using and/or storing very small quantities of hazardous materials.

4.2.10 Competency Training for Contractor Personnel. Contractor shall not allow personnel to perform any activities and/or tasks on the installation without proper and adequate qualifications or job competency training. In the event of any identified noncompliance, the Contractor shall, if requested, provide proof of

12 | P a g e contract personnel training or qualification (individual name, training / qualification type, training / qualification certificate, and date of training / qualification) to perform those contract activities associated with the identified noncompliance.

4.2.11 Generation of Solid Waste. Contractor shall remove from the installation and dispose of all solid waste generated, which cannot be recycled to an approved and permitted off-post disposal facility.

4.2.11.1 Contractor shall submit a non-hazardous solid waste disposal plan identifying methods and locations for solid waste disposal, including clearing debris. The plan shall include schedules for disposal. The Contractor shall identify any Sub-Contractors responsible for the transportation and disposal of solid waste. Licenses or permits shall be submitted for solid waste disposal sites that are not a commercial operating facility. Evidence of the disposal facilities acceptance of the solid waste shall be attached to this plan. Submit in writing the quantities of waste removed and recycled to the DGR and/or KO/COR on a monthly basis. The submittal shall include the date of disposal/recycling, the disposal/recycling facility, the types of material disposed/recycled and the quantities of materials disposed/recycled by weight.

4.2.11.2 Contractor shall submit a recycling and solid waste minimization plan.

The plan shall detail the Contractor’s actions to comply with and to participate in Federal, State, Regional, and local government sponsored recycling programs to reduce the volume of solid waste at the source. It is the goal to recycle and/or divert 50% of the total waste stream from this project. Prior to any work, the Contractor shall submit a preliminary Non-Hazardous Construction/Demolition Debris Disposal/Diversion/Recycling Submittal form, copy included in Appendix D. Form shall be annotated to depict the various non-hazardous waste streams expected during the work and the anticipated recycle and/or diversion rate.

4.2.11.3 Prior to final payment, the Contractor shall submit a final Non-Hazardous Construction/Demolition Debris Disposal/Diversion/Recycling Submittal form.

Form shall be annotated to depict the actual quantities for the various non-hazardous waste streams generated during the work and the final recycle and/or diversion rates. Copies of all certified weigh-bills shall also be provided for each load of material that was disposed, diverted, or recycled.

4.2.12 Generation of Hazardous Waste. The Contractor shall follow all hazardous/special waste disposal requirements in accordance with this SOW, the attached specifications (Appendix A), and the attached plans (Appendix B). Contractor shall assign all hazardous waste management responsibilities to the appointed ECD. Contractor shall contact the DGR and/or COR to obtain technical assistance from the Environmental Office for assisting the ECD with achieving and maintaining compliance with hazardous waste storage and disposal requirements.

Contractor shall properly profile all waste generated as part of this contract to determine if any waste is hazardous waste as defined by 40 CFR. Contractor shall accumulate hazardous waste prior to disposal shipment in a satellite accumulation point at or near the point of generation or in a less-than-90-day site, in accordance with Federal, State, Army, and installation regulation, policy, Host Tenant Agreement, Interagency Service Support Agreement or Status-of-Forces

13 | P a g e

Agreement. The Contractor shall properly package the hazardous waste and complete the hazardous waste manifest, then take the manifest to DGR for approval and signature prior to removing any hazardous waste from the installation. Contractor shall contact DGR to obtain the installation’s hazardous waste EPA ID number for the hazardous waste manifest. The Contractor shall notify the DGR 24 hours prior to removing any hazardous waste from the installation. The contractor shall remove and dispose of manifested hazardous waste generated by contract activities from the installation, to an approved offpost permitted hazardous waste disposal facility. The DGR shall assist contractors with profiling their waste upon request. All disposal procedures will be IAW Federal and State EPA regulations. A copy of any paperwork, including manifests, shall be forwarded to, Environmental Coordinator’s Office, RIA.

4.2.13 Use of Hazardous Materials: Contractor shall assign all hazardous materials management responsibilities to the appointed ECD. Contractor shall contact the DGR or KO/COR to obtain technical assistance from Environmental Office for assisting the ECD with achieving and maintaining compliance with hazardous material storage, issue, use, and disposal requirements. Contractor shall submit to the KO/COR and/or DGR a hazardous material inventory. The hazardous material inventory will be submitted 30 days prior to commencement of work for contracts that exceed 180 consecutive days. The inventory list will contain the hazardous material type and maximum quantities of materials anticipated to be stored onsite.

The hazardous material shall be properly identified and include any applicable identification number, such as National Stock Number or Special Item Number.

The Contractor shall maintain copies of Safety Data Sheets for all hazardous materials used and stored on-site during performance of the contract. Contractor shall not supply or deliver any hazardous materials or chemicals to an installation that are listed on EPA toxic chemical list without prior written approval from DGR and/or KO/COR.

4.2.14 Prevention of Spills: Contractor shall adopt the installation’s Spill Prevention Control and Countermeasures Plan (SPCC) if transporting, processing, storing, or in any way managing hazardous waste, hazardous material, petroleum- oils lubricants, or other restricted items. In case of a spill, the person in control of the spill site or their designated representative shall take appropriate action to protect workers and bystanders; contain the spill (if it can be done safely); secure the spill site; restrict ignition sources; and immediately contact the installation Fire and Emergency Services (Fire Department).

4.2.15 Corrective Action for Noncompliance. Contractor shall when given a verbal and/or written notice of environmental noncompliance or nonconformance by the KO/COR, take immediate corrective action. Failure or refusal to comply promptly may be grounds for the Contracting Officer to invoke the appropriate contractual remedies. This may cause all or part of the work to be stopped immediately until satisfactory corrective action has been taken.

4.2.16 Noise: Contractor shall make the maximum use of low-noise emission products, as certified by the EPA. Blasting or use of explosives will not be permitted without written permission from the Contracting Officer, and then only during the

14 | P a g e designated times. Pile-driving operations shall be coordinated through the DGR and KO/COR.

4.2.17 Mercury. Mercury is prohibited, unless specified otherwise, and with the exception of mercury vapor lamps and fluorescent lamps. Dumping of mercury containing materials and devices such as mercury vapor lamps, fluorescent lamps, and mercury switches, in rubbish containers is prohibited. Remove without breaking, pack to prevent breakage, and transport out of the activity in an unbroken condition for disposal as directed. Immediately report to the DGR and KO/COR instances of breakage or mercury spillage. Clean mercury spill area to the satisfaction of the Contracting Officer. Cleanup of a mercury spill shall not be recycled and shall be managed as a hazardous waste for disposal.

4.2.18 Universal Waste / e-Waste Management. Universal waste including but not limited to some mercury containing building products such florescent lamps, mercury vapor lamps, high pressure sodium lamps, CRTs, batteries, aerosol paint containers, electrical equipment containing PCBs, and consumed electronic devices, shall be managed in accordance with applicable environmental law and installation instructions.

4.2.19 Pollution Prevention / Hazardous Waste Minimization. Contractor shall minimize the use of hazardous materials and the generation of hazardous waste. Consult with the Environmental Office for suggestions and to obtain a copy of the installation’s pollution prevention/hazardous waste minimization plan for supporting waste minimization.

4.3 SPACE ASSIGNED/OPERATED: As required in performance of the requirements of this contract. Contractor shall be required to maintain such space (both assigned and operated) in a clean and orderly manner. Each area shall be equal to or better than when it was occupied by the Contractor. Any Contractor configuration changes to such space cannot be made without the expressed written consent of the KO/COR.

All approved configuration changes will be made at the Contractor's expense.

Conversely, the Contractor will, at its own expense, restore this space to its original configuration upon completion of the contract.

15 | P a g e

5 PART FIVE: DEFINITIONS:

5.1 N/A.

6 PART SIX: APPLICABLE PUBLICATIONS:

6.1 The Contractor shall follow the publications referenced in accordance with this SOW, the attached specifications (Appendix A), and the attached plans (Appendix B).

6.2 References:

6.2.1 UFC 1-200-01 DoD Building Code Requirements

6.2.2 UFC 3-101-01 Architecture

6.2.3 National Fire Protection Association (NFPA): NFPA 101 Life Safety Code

6.2.4 The Architectural Barriers Act (ABA)

6.2.5 Sheet Metal and Air Conditioning Contractors’ National Association (SMACNA)

Architectural Sheet Metal Manual

6.2.6 AWI - Architectural Woodwork Institute

6.2.7 SDI – Steel Door Institute

6.2.8 BHMA – Builders Hardware Manufacturers Association

6.2.9 SHPO – State Historic Preservation Office

6.3 PRECEDENCE

6.3.1 RESOLUTION OF CONFLICTING CRITERIA: In the event of conflict between

References and/or Applicable Military Criteria, the most stringent criteria will apply, unless otherwise specifically noted in the scope of work.

6.4 COMPLETION OF DD FORM 1354:

6.4.1 The Contractor shall be required to submit a DD Form 1354. To ensure the proper use of this form, the Contractor shall meet with the Government representatives prior to any demolition or construction to receive training and sample documents.

A draft version of the form shall be prepared and maintained by the Contractor throughout construction and shall be made available to the Government upon request. Upon project completion, the draft DD Form 1354 shall be finalized by the Contractor to reflect all construction, repair, relocation, and demolition information. The final version shall then be submitted to the Government as a part of the final submittal package.

7 PART SEVEN: APPENDICES:

7.1 Appendix A: Project Specifications.

7.2 Appendix B: Project Plans.

7.3 Appendix C:Appendix D: Non-Hazardous Construction / Demolition Debris Disposal

/ Diversion / Recycling Submittal form

7.4 Appendix D: Exterior Porches Lead-Based Paint Inspection Report

7.5 Appendix E: Roof & Window Glazing Asbestos Inspection Report

7.6 Appendix F: Exterior Paint Sample Report

7.7 Appendix G: Window Schedule

7.8 Appendix H: Supplemental Pictures