PJM142011_SOW_-_HQ_Refuse_Container_Enclosure_2.docx

HEADQUARTERS (Bldg.4200)

HQ REFUSE CONTAINER ENCLOSURE

STATEMENT OF WORK

PROJECT NUMBER: PJMS 142011

MARYLAND AIR NATIONAL GUARD

WARFIELD AIR NATIONAL GUARD BASE

MARTIN STATE AIRPORT

BALTIMORE, MARYLAND

19 September 2014

1. General Project Information: Martin State Air National Guard (ANG) Base has constructed a new Headquarters Facility. The new facility does not have an enclosure to visually screen the trash and recycling containers or to protect the lightweight containers from wind. This project is to construct a three sided CMU type enclosure to enclose the trash and recycling containers.

1.1. Project Location and Background: Headquarters Building, Facility 4200, Exterior at Martin State Airport, Maryland Air National Guard, Baltimore, MD 21220.

1.5.1. Normally no permits or inspections by local building officials are required. All inspections will be performed by COR unless modified by the Statement of Work. All testing will be performed by the Contractor unless modified within the construction documents.

1.5.2. The use of burning equipment or open flame welding and cutting shall be allowed only as authorized in writing by the local Fire Inspector (Facility 3150, telephone number – 410.918.6257). Once approved by the Fire Inspector, a written AF Form 592 – USAF Welding, Cutting, and Brazing Permit – will be issued. The permit will be issued by the fire department within one (1) hour of request, and must be renewed daily.

1.5.3. Digging permits are obtained from the Work Control Office (Facility 2100, telephone number – 410.918.6300). Where work is to be performed by contractor or its subcontractors, contractor is responsible for contacting ‘Miss Utility’ to mark the gas and electrical lines. Contractor will be personally responsible for marking water, sanitary sewer, storm sewer, irrigation, security, fiber optic, broadband cable, CATV, telecommunications, electric, and any other underground utility lines, buried manholes, tanks, etc.

1.6. Change Orders: Only the Base Civil Engineer (BCE) or the Contractor may initiate change order requests. Do not proceed with any work until a signed modification or other written authority is received from the Contracting Officer. Only the Contracting Officer may approve a change order.

1.7. Field Changes: No changes in the cost or the scope of the project may be made without processing a change order. Field changes not involving cost or scope may be initiated by the BCE, COR, Contracting Officer or the Contractor.

1.8. Contractor Passes: Contractor Passes are only issued to personnel who have properly submitted a locally generated 175th Wing Installation Access Application and have been cleared through an approved background investigation by the 175th Security Forces Squadron. Contractor Passes are only issued to contractors who will be required to work more than 14-days on the installation in the performance of their contract. For contractors requiring less than 14 days of access, an AF FM 75, Visitors Pass, will be issued upon a favorable background investigation.

In order to receive a Contractors pass for this installation, the contractor must complete the locally generated 175th Wing Installation Access Application. This application contains required information necessary to conduct a National Criminal Information Center (NCIC) background or a Defense Biometric Identification System (DBIDS) check.

The Defense Forces Commander (DFC) maintains the right to deny contractors access to the installation based on unfavorable information obtained through NCIC or DBIDS.

1.9. Daily Report and Sign-In Register: Each day the Contractor is on site to perform any work, the Superintendent/Foreman shall sign in at the Base Engineering Building (Facility 2100), indicating specific Facility/Location and the number of persons who shall be performing work that day.

1.10. Hours of Operations: The hours of operations at Martin State Airport for the Air National Guard are 10 hours per day (0630 – 1700) Tuesday – Friday. Coordinate access to premises with COR, for execution of work. Emergency situations, military operations, or other contingencies, may cause suspension of work or restrictions on access to the construction site.

1.11. Off-Hours Work: Except as otherwise specified, all work shall be performed during regular work hours (indicated above). If the Contractor desires or is required to work on Mondays, Saturdays, Sundays, Holidays or other hours outside normal work schedule, the Contractor shall be required to seek written approval from the Contracting Officer. The Contractor is not entitled to premium time if the request is approved.

1.12. Clean-up: The work site is an active civilian and military airport. Site cleanliness and Foreign Object Debris (FOD) control is essential. The Contractor will clean up all construction debris and refuse and will remove it from the work site and the Base daily at their own expense.

1.13. Safety: The Contractor is responsible for performing all work In Accordance With (IAW) State and Federal OSHA requirements as well as compliance with the most current USACE EM 385-1-1. This is available at:

http://140.194.76.129/publications/eng-manuals/em385-1-1/2008_English/toc.html.

1.14. Environmental Protection and Waste Disposal: The Contractor shall, at their own expense, remove all sludge, dust and debris from the property of the Martin State Airport Air National Guard Base which have resulted from specific work described in Paragraph 2 of these specifications. The disposal of all such materials, which may include hazardous or toxic liquids that are used to perform the work, shall conform to all Federal, State, and Local environmental regulations with regards to both transportation and ultimate disposal. This project must comply with all Federal, State, and Local environmental regulations. All dumpster service and waste management shall be provided at no additional cost to the Government. All recyclable metal shall be placed into Martin State Airport scrap metal recycling containers.

Please contact the Base Environmental Engineer, Lt Col Peter Loebach, at (410) 918-6486 for detailed information. Also, for more information, review “Environmental Protection Plan for Contractors”, which is attached to these construction documents.

1.15. Hazardous Materials: If suspected hazardous materials are discovered, do not disturb, and contact the COR.

1.16. Safety:

1.16.1. The Contractor shall be fully aware of, and include in its work plan, safety measures to assure that its workers are not put at risk at any time while completing the work.

1.16.2. The Contractor shall post any and all required safety or caution flags/signs to protect workers and Maryland Air National Guard personnel.

1.16.3. The Contractor shall be aware of and protect its workers from noise, dust and fumes/vapors normally encountered while working on or near an active runway and aircraft.

1.17. Meetings:

1.17.1. The prospective Contractor(s) may be required to attend a Pre-proposal Meeting/Site Visit prior to submitting a proposal. The meeting is intended to last one-hour and will convene in the Base Engineering Conference Room, Building 2100, followed by a visit to the site.

1.17.2. The Contractor shall attend a Pre-Construction Meeting post-award and prior to initiation of the Scope of Services.

1.18. Qualifications: A minimum of five (5) years documented experience providing comprehensive, professional contracting services specifically related to this project’s requirements.

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1.19. Quality Control: The Contractor shall establish and maintain quality control to assure compliance with contract requirements and shall maintain records of his quality control. A copy of these records, as well as the records of corrective action taken, shall be furnished to the Government.

1.20. Submittals:

1.20.1. Product/Equipment Information: All submittals must utilize AF/IMT 3000, Material Approval Submittal available at http://www.usmilitarycontracting.com/uploads/Attach_6.pdf for approval by the COR prior to start-of-work. .

1.20.2. Contractor is to provide submittals, for COR approval, describing the equipment and ancillary devices to be used on site in the context of the Contractor’s business operations.

1.20.3. Provide manufacturer’s literature (including capabilities of equipment, specifications, shop drawings if appropriate, etc.) for all equipment and ancillary devices to be used on site.

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2. Specific Project Information: Construct 7’-0” Minimum Height Refuse Enclosure

0. The enclosure shall be constructed using CMU Blocks, Minimum thickness of 8”. The CMU shall match the blocks on the adjacent Building 4200, to include a sheet metal cap to match the parapet caps on Facility 4200.

0. The site shall be graded to provide positive drainage toward the exterior of the structure.

0. The CMU wall shall be placed on a concrete footer placed at a depth of at least 30” below the final grade.

2. The footer shall be 4000 psi concrete with two #4 (min.) rebar along its length

2. The footer must be wide enough that it will extend at least 4” on either side of the CMU walls that it will be supporting.

2. The footer must be 8” thick (min.).

0. The CMU Wall will have filled core at each end, corner, and every 8’ in between. Each column (core) that is to be filled will have 2 #4 rebar running the length and mounted in the footer 4”– 6” deep.

0. Roadway will be saw-cut for footers that are placed within the roadway limits.

0. The wall texture and color shall be selected from the manufacturer’s available textures and colors. The final color scheme must be approved by the Contracting Officer and the Base Civil Engineer.

5. The wall color and texture shall match Facility 4200.

0. The enclosure shall be 52’-0” minimum length main wall (interior dimension) and two 11’-0” minimum side walls. The longitudinal dimensions may be exceeded in order to accommodate standard CMU sizes dimensions or to minimize the cutting of blocks, but the side walls my not encroach on the roadway to a point that the remaining travel lane is less than 13’-0”.

0. The height of the enclosure may be exceeded in order to accommodate CMU dimensions.

0. The wall system shall be constructed according to best practices and shall meet all local building codes.

0. Place suitable 4 Inch gravel base over unpaved interior enclosure area and compact.

0. Sundry Elements: Any material, devices or services not specifically mentioned or indicated in this specification that are reasonably required for a complete, finished and first class operating installation, shall be provided by the Contractor at no additional cost to the owner. The work shall be installed in accordance with this specification and best industry practices.

0. Site Visit: A site visit will be coordinated through the 175th Contracting Office, and can also be coordinated by contacting the COR.

0. Construction Performance Period: The Contractor shall identify the proposed construction performance period. The proposed performance period will be included in the Cost Proposal.

0. Quality Control: The Contractor shall establish and maintain a quality control program to assure compliance with contract requirements and shall maintain records of the quality control for all construction operations required under this section. A copy of these records, as well as the records of corrective action taken, shall be furnished to the Government.

1. Attachments:

1. Project Location

1. Example Wall and Trim

1. Existing Conditions

4.1 Project Location

4.2 Example Wall and Trim

4.3

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