Revised_Scope_of_work_(SOW)_W912PB19Q3140.pdf
PDF 188 KB Posted
- Attached to
- Lease of temp facility Federal contract opportunity
- Solicitation number
- W912PB19Q3140
About this file
Revised scope of work
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Revised_07292019_Scope_of_work_(SOW)_W912PB19Q3140.pdf | ||
| Amendment_0005.pdf | ||
| Distribution_Panel_Interior_MP3.pdf | ||
| Amendment_0004.pdf | ||
| 602_TEMPFAC_Layout.pdf | ||
| Amendment_0002.pdf | ||
| Amendment_0003.pdf | ||
| Site_Visit_invitation__W912PB19Q3140.pdf | ||
| W912PB19Q3140.pdf | ||
| Amendment_0001.pdf | ||
| 602_TEMPSTRUCT_Layout_-_W912PB19Q3140.pdf | ||
| 602_TEMPFAC_Layout_-_W912PB19Q3140.pdf | ||
| Photo_of_Parking_Lot_III.pdf | ||
| 602_TEMPFAC_SCHEMATIC_SI_UNIT_-_W912PB19Q3140.pdf | ||
| Scope_of_work_(SOW)_W912PB19Q3140.pdf |
Show all 15
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
409th CSB Ver 5 20180730
26061982SCOPE OF WORK (SOW)
LEASE OF TEMPORARY MAINTENANCE STRUCTURE
FOR BUILDING 602 AT GRAFENWOEHR, USAG BAVARIA
7/09/2019
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: The newly activated 41st FA BDE-589 BSB, requires a fully operational Tactical Equipment Maintenance Facility (TEMF), however, Grafenwohr has exhausted available space. 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 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:
□ Delivery and installation of the temporary structure shall be completed by 90 days.
□ The period of performance to lease the temporary structure shall be for one (1) Base Year of 12 months, and 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
File details come from the government source that posted it.