HAZMAT Locker SOW Rev. 1 09052024.docx

Project Work Statement

(PWS)

Building 3000 Hazards Materials Management Fort Meade, Maryland Work order#: TBD Project Manager: Directorate of Public Works (DPW) Prepared by: Norman Hill, norman.l.hill12.civ Date: 12 Jun 2024

2. Background:

Hazardous Materials Management Program (HMMP) is currently in Bldg. 2250, a 1940’s era wooden warehouse. The roof and walls are badly deteriorated. The facility is not appropriate for occupancy or material storage.

2.1 Site History:

Bldg. 3000 is a warehouse for housing maintenance and is underutilized. By consolidating the storage needs of hazardous waste management the facility will be more efficient while providing a much-needed processing center for waste materials. The process will dovetail with housing operation to provide base residence a convenient location to dispose of household hazmat e.g. left over paint, oils etc.

2. Objective:

Fort Meade Department of Public Works (DPW) will modify Bldg. 3000 allow Hazardous Waste Management (HWM) to process products through the Enterprise Environmental Safety and Occupational Health Management Information system (EESOH-MIS) in accordance with AR 200-1 Environmental Protection and Enhancement policy. Provide a suitable work environment for HWM team.

3. General Requirements:

3.1. Scope of Work:

The Contractor shall provide all labor, materials, equipment, and supervision necessary to perform the following tasks:

4. Purchase 4 each flammable storage units. See attachment 3 for full list of specifications.

5. Purchase 1 each corrosive storage unit. See attachment 3 for full list of specifications

a. Deliver to B3000 Parking lot.

b. Unload/ level hazmat storage units at the southeast corner of the building 3000 parking lot.

c. Connect power from existing sub panel to hazmat storage unit fuse boxes. Install electrical wire, conduit and hardware as requires by the applicable codes.

d. Conduct power on and function check, ensure all systems are fully functional

3.1.1.2. Design/Prep Phase Tasks:

3.1.1.2.1.

Prior to commencing work, all appropriate professionals shall visit the site to examine the conditions under which the work is to be performed to identify those conditions that might adversely affect the work. These conditions may include, but may not be limited to the following:

• Observation, analysis, and evaluation of existing conditions, dimensions, and physical characteristics to validate constructability and the proposed installation (per this Statement of Work and project drawings),

• Field verifies conditions, elevations, and dimensions prior to initiating work. Contractor shall notify the Contracting Officer’s Representative (COR) of any discrepancies, interferences, or contradictions between contract documentation and field conditions by submitting a request for clarification. Affected phases of work shall not be initiated until all requests for clarifications have been answered.

• Locating and verifying location and size of existing circuits, wiring, conduits, boxes, fittings, and breakers for indicated installation.

If suspected man-made vitreous fibers, crystalline silica, lead, or asbestos are encountered, an independent environmental service contractor shall evaluate the suspected building material.

3.1.1.2.2.

The contractor shall work with COR to gather requirements, verify requirements, and establish metrics.

3.1.1.2.3.

The Contractor shall create, present, and gain approval of adequate project plans including a Work Breakdown Structure with timeline (e.g., Activity Schedule).

3.1.1 Contractor shall notify COR of any discrepancies between project requirements specified in this SOW and building code requirements by submitting a request for clarification. Affected phases of work shall not be initiated until all requests for clarifications have been answered.

3.1.2. Final Inspection:

The Contracting Officer or COR will conduct the final inspection of the project; with at least the Contractor, Physical Security, Installation Safety Office, and Building Tenant. The end user requires a turnkey product that operates as intended.

3.1.2.1.

Listed deficiencies on the punch list should have been corrected at this point. However, deficiencies that cannot be corrected due to operation or seasonal weather can be rectified in dates approved by the Contracting Officer. All debris management shall be complete.

3.1.3. Equipment:

The Contractor shall provide all ancillary equipment, manpower, and support, and install components mentioned within this summary of work. The Contractor shall be responsible for obtaining all dimensions and measurements of areas and components to be installed prior to installation of components.

3.1.4. Technical:

Where necessary, the Contractor will be required to coordinate and cooperate with Fort Meade Directorate of Public Works for access, data, and information sharing. The requirements contained herein are the minimum necessary and should be supplemented by the Contractor’s own design and quality control requirements as may be applicable. The Contractor shall coordinate, demolish, design, develop, fabricate, assemble, and install new components as requested in the SOW and drawings provided for this contract.

The Contractor shall field verify conditions, elevations and dimensions prior to initiating work. The Contractor shall notify the Contracting Officer of any discrepancies, interferences or contradictions between contract documentation and field conditions by submitting a request for clarification. Affected phases of work shall not be initiated until all requests for clarifications have been answered.

3.1.4.1. Utilities marking:

When applicable, obtain digging permits prior to the start of excavation, and comply with Installation requirements for locating and marking underground utilities. Contact local utility locating service (Miss Utility) a minimum of 72 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work. Provide the COR with tracking documentation.

3.1.5. Existing Work:

In addition to FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

3.1.5.1. Removal:

Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

3.1.5.2. Repair and Replace:

Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

3.1.6. Codes:

The Contractor shall abide by all applicable Unified Facilities Criteria (UFC), Unified Facilities Guide Specification (UFGS) sections, and all State, Federal, and local construction regulations and/or codes for the duration of this project in regard to construction and safety procedures and methods used while performing this project.

All materials shall be installed in accordance with the UFGS sections and approved recommendations of the manufacturer, as well as conform to the contract documents. The installation shall be neat in appearance, free from defects and shall be accomplished by workman skilled in this type of work.

At a minimum, the following codes and standards govern the work performed on this project:

A. UFC 1-200-01 DoD Building Code (2020), B. UFC 3-501-01 Electrical Engineering (2019) C. NFPA-70 National Electrical Code,

3.1.7. Occupied Facility:

The facility and contents shall be kept secure. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

3.1.8. Clean Up:

The Contractor shall be responsible for the daily clean up and disposal of any debris created during the performance of this project. Work areas should remain clean and safe to the furthest extent possible to reduce safety concerns. It is the Contractor’s responsibility to ensure all debris is recycles or disposed of at an off post recycle center or landfill in accordance with all local, state, federal regulations, and as required by this SOW. Refer to Section 3.10 for additional disposal requirements.

3.1.9. Superintendent:

3.1.9.1. Minimum Communication Requirements:

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the jobsite at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

3.1.9.2. Superintendent Qualifications:

The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

3.1.10. Delivery Schedule:

Notify the Contracting Officer in writing at least fourteen (14) calendar days in advance of the date on which the materials and equipment are required. Pick up materials and equipment no later than thirty (30) calendar days after such date.

Materials and equipment will be available on or after fourteen (14) calendar days after the award of contract.

3.1.11. As-builts:

3.1.12. Warranty:

The Contractor shall warranty all work for minimum of one (1) year after Government acceptance per FAR 52.246-21. Under this warranty, the Contractor shall remedy any nonconformities or defects at the Contractor’s expense. The Contractor shall also identify, complete, and deliver manufacturer warranty documents for any materials with manufacturer warranties longer that one (1) year.

3.2. Period of Performance:

The Contractor shall complete the initial work within 24 weeks after the KO issues the Notice to Proceed (NTP) and there is an additional Option Year if needed.

3.3. Place of Performance:

Place of performance shall be at Building 3000, Fort Meade, MD 20755.

Norman Hill (norman.l.hill12.civ@army.mil) 301-677-6382

3.5. Hours of Operation:

The hours of operation for this project are between the hours of 8:00 am and 5:00 pm. If weekend or federal holiday work is required for project completion, alternate work hours can be coordinated with the COR.

Premium or differential hourly rates will not be paid or applied to the cost of this contract for this specified scheduling, per this SOW. Normal Local Davis-Bacon Rates shall apply.

3.5.1. Federal Holidays

The holidays listed below are the recognized federal holidays. If a holiday falls on a Saturday, the preceding Friday will be treated as a holiday for leave purposes. If a holiday falls on a Sunday, the following Monday will be treated as a holiday for leave purposes. Refer to: https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/ for holiday observation dates.

New Year’s Day Labor Day Birthday of Martin Luther King Jr. Columbus Day Washington’s Birthday Veterans Day Memorial Day Thanksgiving Day Juneteenth National Independence Day Christmas Day Independence Day

3.6. Project Tracking:

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. The Contractor shall provide project submittals that give a clear overview of project progress.

3.6.1. Project Schedule:

The project schedule shall be provided to the COR within ten (10) working days of award and should be submitted in Microsoft Projects, or an approved equal, format.

Attachment 3 Hazardous materials storage units

Flammables 4 each (2 Base Year and 2 Option Year) ~30ft long, ~8ft wide ~8ft tall –it is acceptable to adjust for standard unit of issue 2-hour fire rated walls Built in sump ~1000-gallon capacity

(1) Double door 60"X82” with three-point locks (Base Year)

(1) Triple door 60”X82” with three-point locks (Base Year) Option Year Flammable Units:

(1) Double door 60"X82” with three-point locks (Option)

(1) Triple door 60”X82” with three-point locks (Option) NFPA/DOT signs Insulation Air conditioners Class1 Div II with thermostat-explosion proof Explosion proof forced air exhaust Loading ramps Dry chemical fire suppression system with manual pull station and alarm Dry chemical unit enclosure Grounding rod w/ accessories Explosion proof lights w/switches Corrosives 1 each (Base Year Only) Must be rated to store discharged Lithium Polymer batteries--No charging.

~15’ X ~8’ X ~8’ nominal unit size is acceptable.

2 Hour fire rated Double wall w/insulation ~500 Gallon containment sump Three doors 54” X 82” w/3 point locks NFPA &DOT signs Nonmetallic flooring grate Explosion proof air exhaust 1900 CFM ventilation fans Explosion proof lights w/switch image1.png