Scope_of_work_(SOW)_W912PB19Q3140.pdf

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Lease of temp facility Federal contract opportunity
Solicitation number
W912PB19Q3140
Issued by
Department of the Army Materiel Command Expeditionary Contracting Command Regional Contracting Office Bavaria 409th CSB

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Scope of work

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Text version

409th CSB Ver 5 20180730

26061982SCOPE OF WORK (SOW)

LEASE OF TEMPORARY MAINTENANCE STRUCTURE

FOR BUILDING 602 AT GRAFENWOEHR, USAG BAVARIA

5/24/2019

1. General: This is a lease contract to provide a Temporary Maintenance Structure (as swing space) during the repair of building 602 at Motor Pool 3 in Grafenwoehr, USAG Bavaria. The contract shall include the erecting and tear down of the structure.

1.2 Background: With the October 2019, fully operational capable, activation of the 41st FA BDE-589 BSB, per Deterrence Package 1 initiative, Tactical Equipment Maintenance Facility (TEMF) space has been exhausted in Grafenwoher. Building 602, a TEMF, has been assigned to the BDE however extensive repairs are required to make it operational and usable. The suspense or occupancy date for 602 is scheduled for summer 2022. The Temporary Maintenance Structure will serve the BDE as swing space during the repair construction of building 602. In accordance with AR420-1 Section IV Personal Property Relocatable Buildings 6-13g. the Army Policy for authorization of relocatable buildings does not apply since the relocatable will serve as swing space during the repair project.

1.3 Scope: This is a lease contract to provide a Temporary Maintenance Structure during the repair of building 602. The contract shall include the erecting to include site work (foundations, footers etc.) and tear down of the structure. Design and manufacturing of structure shall be certified by a Structural Engineer

□ Area of the structure shall be a minimum of 1,000 square meters (10,824sf).

o The minimum width of the structure shall be 19.5 meters (64ft).

o The minimum eave height of the structure shall be 8 meters (26ft).

o The structure shall include four bay doors (on same side/no drive-through bays) with minimum dimensions of 7.31(W) meters x 4.3(H) meters (24ft x 14ft).

o The structure shall include 2 doors (safety requirement by Fire Department).

o The structure covering shall be flame retardant PVC fabric or PIR sandwich panels that meet test criteria NFPA 701 flame retardancy and/or German Institute of Standardization DIN 4102. This is not a tent.

o Rain gutters needs to be installed as well – pipes discharge the water into a sewer drain.

□ Contractor needs to provide power supply lines from existing power source (located at the end of parking lot) to interior zone of the Temporary Maintenance Structure (provide a proper electrical distribution box).

□ Provide a lighting package that includes cabling and installation.

o Power will be provided by the Government.

□ Provide sufficient oil-heating units, including filled tanks, to heat the structure for maintenance operations.

o Repair and maintenance bays and the vehicle corridor are to be heated to 55 degrees F.

o Tanks shall be filled one time prior to completion of project.

o Refilling of oil tanks shall be done by the Government.

o Should be also possible to run the heating tanks with JP8 (because there have been several issues in the past -mechanics filled in JP8 and the heating unit broke).

□ Provide and install a stand-alone 10-ton crane.

o Crane system shall be a 4-cell minimum that can cover the 4 bay doors of the structure.

o Crane shall be designed and constructed to meet Standard ISO 12488-1 o The 10-ton crane shall have the following rated load speeds (plus or minus 15 percent): Hoist - 20 fpm, Trolley - 65 fpm, Bridge - 125 fpm o Top of crane/system shall be a max of 6.5 meters (21ft) in height so that there is enough clearance to eave of structure.

o Design and construction of crane foundation shall be included as part of the service and shall be certified by a Structural Engineer.

o The crane system shall be inspected and certified for TUEV inspection and load testing. Mandatory annually maintenance work needs to be performed as well.

□ Provide electrical outlets American Std. 110V for power tools.

o Install a 15kVA dry transformer and a related distribution box.

o Install bay outlets.

o Install 2 emergency sign lights above the doors (DIN EN ISO 7010).

409th CSB Ver 5 20180730

□ Provide a ventilation and an exhaust system. Mandatory annually maintenance work needs to be performed as well.

□ Provide 8 (or 16) compressed air outlets with quick disconnect in all bays (air generated by a 7.5 kW compressor). Mandatory annually maintenance work needs to be performed as well.

□ Provide 3 Eye Wash stations and signs.

□ Provide 6 Fire Extinguishers incl. encasements and signs.

1.3.1 Maintenance and Repair: This lease shall include maintenance/repair of the structure to include lighting and heating fixtures and crane system. In the event that repairs are needed due to unforeseen circumstances and/or acts of weather; the contractor will be given twenty-four (24) hours to assess and address issues. If additional time is needed for a repair then at a minimum an assessment and recommendation shall be made. Every effort shall be made to provide a temporary fix in the event of long material lead time. The refilling of the oil tanks shall not be included as part of the maintenance/repairs.

1.3.2 Period of Performance: The period of performance for the construction of the Temporary Maintenance Structure to include crane system is ninety (90) days.

□ The period of performance to lease the Structure shall be for one (1) Base Year of 12 months each year. Base Year includes erecting the Structure and associated costs with erecting and site work (mob/demob, equipment, etc.).

□ There will be three (3) 12 month option years.

□ There will be an Option, CLIN 0002, for tear down and associated costs, this Option, CLIN 0002, will be exercised one time and at any time during the option years. The tear-down will include disassembly of the structure and crane system all metal rebar and/or J-hooks will be cut level to the elevation of the surrounding pavement. No protruding metal shall be left in place.

o The period of performance for the mobilization and tear down shall be 30 days

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