Attachment 1 - Statement of Work (18Jan22)--draft.docx

STATEMENT OF WORK

Furnish & Install Plastic Media Blast Booth (PMB), JBLM-McChord Field, JBLM,WA

Date: 18 Jan 21

1. GENERAL DISCUSSION

1.1. Description of Work: The Contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and other items and non-personal services necessary to furnish and install a functional and useable PMB Booth system, except for those items specified as Government furnished items and support, if any. The Contractor shall perform to the standards in this contract. All equipment discussed within this contract shall meet all OSHA, EPA and or any other applicable requirements. Work to be performed includes removal and disposal of existing equipment, preparation of site to install new equipment, and installation of new equipment. Following removal of existing equipment, pre-existing floor pit shall be filled with concrete to create a flat, smooth surface to facilitate installation of new PMB blast booth system.

1.2. The PMB Booth includes all components shown in Technical Exhibit 6 – Existing Blast Booth Drawing and all associated collectors, hoppers, controls, equipment connections, tie-ins to existing systems, and all other items required to furnish a complete and usable booth.

1.3. The vendor shall not use any Government equipment (with the exception of Government provided waste barrels for disposal of hazardous waste produced in the cleaning of contaminated surfaces) or personnel in the performance of their duties unless the Contracting Officer and the Contracting Officer’s Representative (COR) determine Government provided equipment is required for the completion of requirements depicted in this SOW.

1.4. Location

1.4.1. The work to be performed under this contract will be performed at JBLM-McChord Field, Building J00745.

1.4.2. Work Site Drawings. Refer to Technical Exhibits 3 through 7 for record drawings of JOO745 that show the existing blast booth and adjacent area. Drawings are not to scale.

1.4.3. Building J00745, Room 152 houses the existing blast booth and is the location for the new booth.

1.5. Specific Tasks

1.5.1. Removal and disposal of existing Blast Booth.

Existing booth shall be disassembled and removed IAW Air Force disposition instructions at Technical Exhibit 8 and shall be the responsibility of the Contractor. Equipment is hazardous and Contractor shall follow all applicable local, State, and Federal regulations to ensure compliance to environmental requirements is strictly followed and shall provide certification of proper disposal. Any required permits shall be the responsibility of the Contractor.

1.5.2. Filling of existing reclamation pit and cutting of pit as needed to facilitate new booth installation.

1.5.2.1. Concrete.

a. The filling and subsequent cure time of the concrete to return the existing floor to flat, level, finished surface. Concrete shall match existing adjacent surfaces in texture and color. Any required tie-in to surrounding concrete shall be included in the proposed design.

b. The cutting, excavating, and shaping of concrete to fit new blast booth shall be included in the proposed design.

c. Concrete work performed by Contractor shall conform to JBLM Design Standards, Division 03 – Concrete. Available at https://www.lewis-mcchord.army.mil/designstandards/index1.htm.

1.5.3. Furnish and install new booth.

1.5.3.1. Contractor’s quote shall adhere to the following required equipment characteristics and specifications.

1.5.3.1.1. Proposed PMB Booth design shall include a floor plan of the area with the proposed location of the new PMB Blast Booth showing all major components. Provide plan and elevation views of all major components and tie-ins. Show new floor trench as required. Show locations of doors, viewing windows, and exterior controls. Provide, as part of the design, a drawing indicating preliminary start-up, operating, and shut-down procedures.

Equipment Characteristics and Specifications

· 13.5’W x 12’H x 21’L, Blast Booth dimensions

· Full floor recovery system

· Minimum 14 gauge steel booth construction

· Power requirement not to exceed 480 VAC, 3 Phase, 60 Amp maximum

· Minimum 16/each, LED light fixtures emitting a minimum of 95 foot candles

· One (1) set of swing type or rollup equipment door(s) and one (1) metal personnel door with view window(s) and safety interlocks

· Blast pot, minimum capacity of 6.0 cubic feet

· Floor load grating, minimum of 2,000 lbs. per square foot

· Minimum 15,000 CFM dust collection system (minimum flow through booth of 80 feet per minute)

· Remote abrasive cut-off, allowing operator to stop the flow of media

· Incorporated air shower for use prior to exiting blast booth

· Breathing air panel that includes filtration for Class D breathing air. The breathing air panel shall support up to two (2) operators. The breathing air panel will be installed and then breathing air lines will be run to the blast booth. A breathing air test port shall be installed for testing.

· The system shall include breathing air lines for 2-operators. The breathing air lines shall be matched to the Bullard (or equal) blast helmet being supplied per OSHA regulations on breathing air hose and helmet must be of same manufacture from the point of attachment (POA) to the helmet.

· The interior of the booth shall have a visual and audible signal to warn the operators of low flow or CO within the breathing air. This warning shall shut off the blast hose inside the booth until breathing air issue is corrected.

· Shall include and install a compressor to operate all systems associated with blast room operations

· Compressor power requirements not to exceed 480 Volt, 3 Phase, 200 Amp maximum

· 375 cubic foot per minute minimum @ 125 PSI

· Must be UL/CSA Certified

· Air receiver tank, 1,000 gallon capacity maximum

· Refrigerated Air Dryer to accommodate compressor requirements

· The installation also includes all required copper piping and fittings.

· Contractor shall supply all components to support connection from blast booth to wall connection points (air supply, electrical disconnect, exhaust)

· Contractor shall include two (2) hard copies of OEM manuals and one (1) digital/electronic copy.

· Contractor shall ensure system is capable of complying with Lock Out/Tag Out requirements.

· Contractor shall provide placards detailing procedures for start-up, operation, and shut down of unit. Placards shall be 11” x 17” sheets framed and behind Plexiglas.

a. Exhaust Air. Contractor shall determine the type of dust hazard and the minimum average air velocity through the blasting enclosure in accordance with 29 CFR 1910.94(a), Abrasive Blasting; ANSI/AIHA/ASSE Z9.4, Abrasive-Blasting Operations– Ventilation and Safe Practices for Fixed Location Enclosures, sections 4, 5, 6 and A7; NFPA 68, Standard on Explosion Protection by Deflagration Venting; NFPA 69, Standard on Explosion Prevention Systems. Contractor shall ensure minimum inward air velocity of 500 fpm (2.54 m/s) at all operating openings. Discharge the exhaust air outside the building. Size the exhaust ductwork to maintain a minimum transport velocity of 3,500 fpm (17.8 m/s).

b. Blast Enclosure. Design the enclosure so that the air flows from ceiling to the floor (downdraft). Unit must have uniformly distributed airflow over the entire cross-section of the enclosure and evenly pressurize across the plenum. Blast bay must be a fully lined and sealed space with hard, light-colored, smooth surface provided on walls, inside surfaces of doors, and ceilings; all joints shall be sealed, and doors made weather tight to prevent migration of dust into the cavity behind the wall(s) or ceiling. Horizontal surfaces and ledges (cabinet tops or beam flanges) shall be covered with a sloping surface such that the accumulation of dust is mitigated.

c. Access Doors and Observation Window. Design shall include a minimum of one observation window and access doors in accordance with 29 CFR 1910.94(a)(3)(i)(d) and (e) and ANSI/AIHA/ASSE Z9.4 sections 5.3 and 5.4. Observation window(s) in the blast room walls shall afford visibility of workers from outside the room at all times. Provide emergency exits on opposing walls. Make personnel and equipment doors operable from both inside and outside of the room.

d. Air Cleaning Devices. Proposed design shall be in accordance with 29 CFR 1910.94(a)(4)(iii) and ANSI/AIHA/ASSE Z9.4, section 6.

e. Media Reclamation. Proposed design shall be in accordance with 29 CFR 1910.94(a)(4)(ii) and ANSI/AIHA/ASSE Z9.4, section 6.2.

f. Replacement Air Ventilation Systems. Quoted design shall include dedicated, mechanically supplied replacement air system to maintain room static pressure.

g. System Controls. Design shall include static pressure sensors at locations that represent the average static pressure in blasting room to ensure monitoring and maintenance of desired blasting room pressures. Additionally, interlock blasting tool power supply with ventilation system's on-off switch to prevent the use of blasting tools without ventilation controls. All controls shall be easily accessible and shall be NEMA rated.

1.5.3.1.2. Installation. Installation shall include: offloading all equipment, unpacking, staging, assembly, installation, and anchoring/grounding equipment as necessary for proper operation.

1.5.3.1.3. Contractor shall provide and install all electrical in accordance with National Electrical Code, NFPA 70 from the Government provided disconnects to the blast booth panel and all interconnecting terminations. All electrical work shall be performed by Washington State electricians certified for this work.

1.5.3.1.4. Contractor shall furnish all ducting required to tie into existing roof vent to facilitate fully operational blast booth system. Existing roof vent is 20” x 30”.

1.5.3.1.5. Contractor is responsible for daily clean-up of the area, the use of safety barriers when required, and the assurance that all persons are utilizing the proper personal protective equipment (PPE) in the performance of their duties. See EM 385-1-1 Safety and Health Requirements Manual and all applicable OSHA requirements.

1.5.4. Commission new equipment

1.5.4.1. Contractor shall provide a certified independent commissioning agent to ensure a complete and usable system in accordance with the approved design requirements and as specified. Cost of independent commissioning is the responsibility of the Contractor. The Contractor shall submit a commissioning plan and schedule to the Government no later than 60 days after contract award. Commissioning meetings shall be required prior to, during, and at completion of installation.

1.5.4.2. All design drawings provided to the Government shall also be provided to the commissioning agent.

1.5.4.3. Commissioning agent’s reports shall be provide to the Government, signed and dated, showing testing and compliance with design & specifications.

1.5.4.4. Deficiencies found by the commissioning agent shall be corrected by the Contractor.

1.5.5. End-User Training, Warranty, Other Documents

51.5.5.1. Contractor shall furnish end-user training to minimum of 5 Government personnel consisting of four (4) hours of classroom time and eight (8) hours of hands-on training. Classroom training instructs on use of the booth and its components, specifically the start-up and shut-down processes; operation; preventative maintenance; troubleshooting; and safety aspects. The hands-on training shall consist of actual blasting operations on typical Aerospace Ground Equipment items furnished by Government, to include start-up and shut-down processes; operation; preventative maintenance; troubleshooting; and safety aspects. Training shall be presented by experienced technician(s) that possess intimate knowledge of the system. Government reserves right to record training and capture digitally on disk to utilize as training for future employees.

1.5.6. Contractor shall provide a written two-year warranty for all installed equipment and components. In addition, the Contractor shall provide a written two-year warranty for the construction work and tie-ins. Warranties shall be submitted to the Government upon completion of commissioning. Contractor shall affix warranty tag to all components and equipment installed. The following information must be on warranty tag:

- Type of product/material

- Model number

- Serial number

- Contract number

- Warranty period: from____ to____

- Inspector's signature

- Construction Contractor

- Address

- Telephone number

- Warranty contact

- Address

- Telephone number

- Organization funding contract

- Responsible Position

- Telephone number

1.5.7. Contractor shall provide: Operation & Maintenance (O&M) Manuals; dated final installation drawings marked as “as-builts” itemized parts list with Unit Prices; spare parts listing; and system preventative maintenance requirements.

1.5.7.1. Spare parts and items to be turned over to the Government shall be listed on a hand receipt, signed & dated by the Contractor and Government. Additionally, the Contractor shall provide a list of suppliers with names and points of contact information for future replacements of:

1. Two (2) full-body PPE suits;

2. Special tools for required maintenance on system; and

3. One (1) full set of replacement filters (all filters throughout system).

1.5.7.2. Lifetime telephonic technical advice and troubleshooting shall be provided.

1.5.7.3. All work shall be covered under warranty for a minimum period of 2 years from the date of Government acceptance. This shall cover defects in equipment, materials, and workmanship

2. PERFORMANCE AND SCHEDULING

2.1. Performance Period Requirements

2.1.1. The Contractor is required to commence work under this contract no later than 10 work days after award of contract, prosecute the work diligently, and complete all work no later than 15 Sept 2022. The time stated for completion includes final cleanup of the premises and submission of all required documentation.

2.2. Schedule Requirements

2.2.1. The Contractor shall provide a work schedule showing new equipment lead time, removal of existing unit, concrete work, new equipment installation, testing, training, and commissioning.

2.2.1.1. Submit the schedule to the Government within 10 calendar days of contract award.

2.2.2. Damage. The Contactor shall provide, at no additional expense to the Government, the repair or replacement of components and equipment due to abuse, misuse, mishandling, deferred or neglected maintenance by anyone employed by the Contractor or its sub-contractors.

2.2.3. Rework. The Contractor shall correct all identified deficiencies due to unsatisfactory workmanship or neglect. The COR will recommend all deficiencies to be corrected to the KO. After re-work of deficiencies is complete, this rework shall be documented by contractor and sent to the COR no later than three (3) business days.

3. DRAWINGS

3.1. The drawings outlined below are provided separately.

4. ENVIRONMENTAL AND CULTURAL RESOURCES

4.1. Asbestos Containing Material (ACM)

4.1.1. Existing suspect materials involved with all disturbance work are assumed to be ACM. It is the Contractor’s responsibility to either test for, or to assume the suspect material is ACM, and that it is abated /encapsulated in accordance with AHERA, Federal, and local regulations. No Asbestos Hazard Emergency Response Act (AHERA) inspection is required when the suspect materials are assumed to be ACM. The Government reserves the right to accept assumptions of ACM-positive, or to require such AHERA surveys to be performed.

4.1.2. When performed, inspections shall be accomplished in accordance with the AHERA, Federal and local regulations. A certified AHERA Asbestos Building Inspector shall perform all inspections. The inspection documentation shall comply with AHERA, Federal and local regulations and shall include assessment of each ACM, its location, quantity, type, friability and percentage of asbestos.

4.1.3. If the tested material is positive for asbestos, or assumed to be ACM and must be disturbed during project execution, Contractor shall have a certified Asbestos Contractor perform all asbestos disturbance work necessary to complete the project in accordance with 29 CFR 1926.1101, WAC Page 296-62-077, 296-65, and PSCAA Regulation 3.4. A certified abatement plan and all other applicable requirements of UFGS 02 82 00 Asbestos Remediation are also required to be submitted and accepted before work is started.

4.2. Lead-Containing Paint

4.2.1. Existing suspect painted surface materials involved in disturbance work will be considered to contain detectable lead paint. It is the Contractor’s responsibility to either test for, or to assume the suspect material is either Lead Based Paint (LBP) or Lead Containing Paint (LCP), and that it is abated/encapsulated in accordance with OSHA, HUD, Federal and local regulations. The Government reserves the right to accept assumptions of LCP/LBP-positive, or to require such LCP/LBP surveys to be performed.

4.2.2. When performed, testing shall be accomplished in accordance with OSHA and/or HUD guidelines. A certified Lead Paint Inspector shall perform lead paint inspections. The inspection documentation shall comply with Federal and local regulations and shall include identification of all lead paint, its location, quantity, percentage by weight, and TCLP characteristics IAW ASTM E1908-16, Standard Guide for Sample Selection of Debris Waste from a Building Renovation or Lead Abatement Project for Toxicity Characteristic Leaching Procedure (TCLP) Testing for Leachable Lead (Pb).

4.2.3. If the suspect lead containing material is tested and proves positive for lead, or when assumed to be a lead containing painted surface, any disturbance work concerning the painted surfaces shall be in accordance with:

a. Federal level: 29 CFR 1926.62: https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=STANDARDS&p_id=10641

b. Washington WISHA-DOSH: WAC 296-62-07521 http://app.leg.wa.gov/WAC/default.aspx?cite=296-62-07521

4.3. Concrete is a designated item under Section 6002 of the Resource Conservation and Recovery Act and form release agents are designated under Section 9002 of the Farm Security and Rural Investment Act. Supplied materials shall meet the recycled and bio-based content requirements therein or qualify for a legally valid exception under RCRA 6002/FSRIA 9002 (note that ground granulated blast furnace slag additive to concrete is likely more conformant with EPA guidance cited at Part 23.7 of the Federal Acquisition Regulation than are coal derivatives such as fly ash, cenospheres, or silica fume). The Contractor shall submit documentation demonstrating compliance to the COR and KO, or justification for legal exception using HJB Form 225 (submitted per instructions on the form).

https://sftool.gov/greenprocurement/green-products/1/construction- materials/29/cement-concrete/0?addon=False https://sftool.gov/greenprocurement/green-products/16/roadway- construction/61/concrete-asphalt-release-fluids/0 http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf https://www.epa.gov/sites/production/files/2015- 09/documents/finaleppguidance.pdf

4.4. Environmental Coordination

4.4.1. The Contractor shall comply with all JBLM environmental requirements, including the most current installation regulation 200-1, Environmental Protection and Enhancement, and Design Standards specification section 01 57 20.00 10, Environmental Protection, & 01 57 19, Temporary Environmental Controls, and 01 57 19.01 20, Supplemental Temporary Environmental Controls. This includes the submission of an Environmental Protection Plan (EPP) prior to commencement, as detailed in section 01 57 20.00 10 & 01 57 19, which must include proposed source control, temporary, and permanent stormwater Best Management Practices (BMPs). Coordination with the JBLM Stormwater Program Office on any ground disturbing activities is required to ensure compliance with the MS4 Permit. For construction of projects disturbing 5,000 sq. ft. or more a Stormwater Pollution Prevention Plan (SWPPP) must be submitted detailing sediment and erosion control best management practices (BMPs) in accordance with PWE-633 Construction Site Stormwater Runoff Control Program and the 2012 SWMMWW. See section 8.9.4. for required permits. The JBLM Environmental Division will review the submittals (EPP & SWPPP) and provide any necessary corrections or additions to the Contracting Officer or their representative. Regulation 200-1 and specification section[s] 01 57 20.00 10 & 01 57 19 and 01 57 19.01 20 are available at the JBLM Design Standards website (http://www.lewis-mcchord.army.mil/designstandards/). The Stormwater office can be contacted at: usarmy.jblm.id-readiness.list.dpw-stormwater@mail.mil.

4.4.2. In accordance with JBLM Reg. 200-3, no construction process water or wastewater shall be discharged to the ground or stormwater conveyance system. Construction discharge must meet requirements of the NPDES Construction General Permit (CGP) for Discharges from Construction Activities and guidance documents under the MS4 Permit. In accordance with JBLM Reg. 200-2, any wastewater generated must be collected, processed, characterized, and disposed of into the JBLM sanitary sewer system or other authorized disposal method. Prior to disposal, waste water characterization must at a minimum include pH, Oil and Grease, BOD, and TSS analysis by a NELAC accredited laboratory. Additional analyses may be required if non-conventional wastes or hazardous materials are potential contaminants. Results shall be submitted for review and approval by Public Works. On site characterization by JBLM Pretreatment staff may waive analytical requirements at the discretion of the Pretreatment program manager. JBLM sanitary sewer discharge requires a Sanitary Sewer Discharge Permit issued by DPW Waste Water Treatment Plant. The Environmental Protection Plan for the project must identify any potential wastewater generation and the process of proper disposal.

4.5. Hazardous Materials. In order to comply with federally mandated sustainable acquisition requirements and Department of Defense (DOD) and Department of the Army (DA) Green Procurement Program (GPP) policies, Joint Base Lewis-McChord (JBLM) requires the purchase, supply, and use of environmentally preferable products and services. Program elements include: recovered material products, energy and water efficient products, alternative fuels and fuel efficiency, bio-based products, non-ozone depleting substances, and environmentally preferable products. For a listing of designated items, associated requirements and managing program websites, see https://sftool.gov/greenprocurement.

4.5.1. Additionally, the JBLM Guide to Sustainable Acquisition for Construction is available in the “Reference Manuals” section of the JBLM Design Standards webpage (http://www.lewis-mcchord.army.mil/designstandards/index1.htm).

4.5.2. The Contractor shall comply with all applicable Federal, DOD, Army, and JBLM sustainable acquisition laws and policies. If compliant products are unavailable or determined to be impracticable based on cost or performance, the Contractor shall contact the Contracting Officer or their representative for further guidance. Claims of exception must meet applicable legal criteria and be justified in writing through the submission of a completed HJB Form 225 (Sustainable Acquisition Exception). The form is available at http://www.lewis-mcchord.army.mil/designstandards/pdf/HJB%20225.pdf. Additional information is available from the JBLM Sustainable Acquisition Program at (253) 966-6466 or usarmy.jblm.id-readiness.list.dpw-green-procurement@mail.mil.

4.6. Environmental Management System

4.6.1. Environmental Management System (EMS). The JBLM EMS conforms to the criteria defined in the international standard, ISO 14001:2004 Environmental management systems – Requirements with guidance for use.

4.6.2. In accordance with EMS procedures, the Contractor shall be familiar with the JBLM environmental policy and shall ensure that this information is considered and incorporated into this project. Additional information regarding the JBLM EMS is available from the installation EMS Coordinator (253-966-6470).

4.6.3. Both the JBLM environmental policy and an environmental awareness training resource are available at the JBLM EMS webpage: https://home.army.mil/lewis-mcchord/index.php/my-Joint-Base-Lewis-Mcchord/all-services/public_works-environmental_division/environmental-management-system.

4.7. Hazardous Materials

4.7.1. For any hazardous materials, the Contractor shall submit an initial list of hazardous materials to be used (including unit of measure and Safety Data Sheet for each product). A copy of these documents must be submitted to the Joint Base Lewis-McChord (JBLM) Pollution Prevention Program (usarmy.jblm.id-readiness.list.dpw-aul@mail.mil) prior to commencement. These items must be reviewed by Pollution Prevention and authorized for use by addition to the Contractor’s Authorized Use List (AUL) issued by JBLM Pollution Prevention Program. The Contractor shall not use any hazardous materials not listed on their current AUL.

4.7.2. For any in-use hazardous materials, the Contractor shall submit a hazardous material inventory on HJB Form 953 noting the hazardous materials used, the units of measure, quantities used, storage locations, and other information indicated on the form. Submittal is due by the 15th day following the calendar year quarter in which the hazardous materials were used or stored on JBLM. Submit all HJB 953 inventories electronically via email to the Contracting Officer or their representative, with usarmy.jblm.id-readiness.list.dpw-hm-inventory@mail.mil included in the carbon copy (“cc”) line of the email. Questions regarding the form may be directed to the JBLM Pollution Prevention Program (253-966-6469). The current HJB Form 953 and form instructions are available at [Section 01 57 19][Section 01 57 20.00 10] of the JBLM Design Standards (https://www.lewis-mcchord.army.mil/designstandards/index1.htm).

5. QUALITY CONTROL

5.1. The Contractor is responsible for the quality control of the work. The Contractor will assign a Contractor Quality Control Representative (QCR) who shall be responsible for all of the work and safety related requirements. The QCR shall be on site during any work. If the QCR is unavailable, an alternate QCR shall be assigned and have the same qualifications as the primary QCR.

5.2. The Contractor shall submit a Quality Control Plan (QCP) to the Government for acceptance within 10 working days from contract award. The Contractor shall maintain the QCP at the work site at all times and make it available for Government review upon request.

6. HOURS AND DAYS OF WORK

6.1. The Contractor shall be required to work normal working hours which are 7:30 am - 4:30 pm (PST) Monday through Friday, except Federal Holidays. Federal holidays include:

Juneteenth

6.2. Work hours other than as specified above shall be coordinated with the COR and approved by the KO.

7. SECURITY REQUIREMENTS

7.1. Work done under this contract are considered Unclassified. The Contractor is responsible for providing applicable access clearance requirements for all employees and/or sub-contractor employees working on this contract.

7.2. Access and General Protection/Security Policy and Procedures.

7.2.1. The Contractor and all associated sub-Contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by Government representative). The Contractor shall also 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 as directed by DOD, HQDA and/or local policy. Additionally, Executive Order 13465, 8 September 2008, mandates that all Federal Contractors and Sub-Contractors are required to use E-Verify for all employees working directly on any federal contract to determine eligibility to legally work in the United States. It is the responsibility of the employer to provide the employee a copy of the E-Verify. The E-Verify will be used ICW other applicable documentation to determine eligibility for access to JBLM. 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.

8. OTHER CONDITIONS AFFECTING WORK

8.1. Compliance with Rules, Regulations, and Statutes

8.1.1. All Contractor employees shall observe and comply with all applicable local, State, and Federal rules, regulations, and statutes including those concerning fire, safety, sanitation, security, vehicle safety, environmental and hazardous material handling while performing this contract. All work shall meet or exceed all applicable industry standards.

8.2. Interfacing with Others

8.2.1. The Contractor shall plan work activities in a manner such that there will be minimal interference and inconvenience to ongoing traffic and daily operations in the facility and local areas.

8.2.2. All work shall be scheduled and coordinated with the COR or their designee at all times.

8.2.3. The Contractor may not block traffic, roads, access routes, or exits without prior coordination with the COR.

8.3. The Contractor shall obtain ALL required permits, unless otherwise specified. Each permit shall be obtained before starting the respective items of work. This includes, but is not limited to, permits necessary for decontaminating water and sewer systems, air quality, digging, and burning & welding permits (obtained from JBLM McChord Fire Department).

8.4. The Contractor shall notify the COR in writing for any outages such as power, water, utilities five working days before scheduled outage.

9. Attachments and Technical Exhibits

Attachment 1 – Statement of Work

Attachment 2 – Codes

Technical Exhibit 1 – 1953 Building Drawings

Technical Exhibit 2 – 1963 Building Drawings

Technical Exhibit 3 – Final (2012) Building Drawings

Technical Exhibit 4 – Existing Blast Booth Drawings

Technical Exhibit 5 – Blast Booth Images

Technical Exhibit 6 – Disposition Instructions for Existing Blast Booth

10. Deliverables.

Hardcopies Electronic

COR