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Attachment 2 PWS – Estimated Workload Data Per Year – Current Equipment List

FA5613-13-R-0003

PERFORMANCE WORK STATEMENT

FOR

PREVENTIVE MAINTENANCE, SAFETY INSPECTIONS AND REPAIRS OF

POP UP BARRIERS, TIRE SHREDDERS, BOLLARDS, ARM BARRIERS AND SLIDING GATES IN the Kaiserslautern Military Community (KMC) 07 Nov 2012

Table of Contents

Section Number and Title Page Number

1.0. Description of Services

2.0. Services Summary

3.0. Government Furnished Property and Services

4.0. Appendices

A. Estimated Workload Data Per Year B. Current Equipment List

PERFORMANCE WORK STATEMENT (PWS)

FOR

PREVENTIVE MAINTENANCE, SAFETY INSPECTIONS AND REPAIR OF POP UP BARRIERS, TIRE SHREDDERS, BOLLARDS, ARM BARRIERS AND SLIDING GATES IN the Kaiserslautern Military Community (KMC)

1. DESCRIPTION OF SERVICES. The contractor shall provide all non-personal services, management, tools, supplies, equipment, and labor necessary to perform preventive maintenance, safety inspections and repairs of pop up barriers, tire shredders, bollards, arm barriers and sliding gates in the Kaiserslautern Military Community (KMC) in a manner that shall ensure safe and continuous operation. Every aspect of the service of barriers and gates shall be performed in accordance with the standards set forth in this PWS.

1.1. TECHNICAL DESCRIPTION OF EQUIPMENT. All pop-up barriers, tire shredders and bollards, and approximately 80% of the arm barriers are hydraulically operated. All sliding gates are electrically operated. Barriers and gates consist of commercial and industrial types. The barriers and gates consist of structural framework with electrical system, electrical motor, hydraulic system, hydraulic lines/hoses, and a mechanical hydraulic system for manual operation, IAW (in accordance with) Appendix B, Estimated Equipment List.

1.2. QUALIFICATIONS. Contractor technicians shall have knowledge of the relevant German safety and accident prevention regulations and the usage of guidelines and generally recognized rules of engineering IAW commercial practices, to be able to assess the proper condition of the equipment.

1.3. PREVENTIVE MAINTENANCE SERVICES/SAFETY INSPECTIONS. The contractor shall perform preventive maintenance services and safety inspections on all pop up barriers, tire shredders, bollards, arm barriers and sliding gates IAW manufacturer specifications, including use of specified grease and lubricants, and Safety Regulations “Unfallverhütungsvorschriften (UVV)” (English translation: Accident Prevention Guidelines). Safety inspections shall be performed by accredited surveillance associations (for example TUEV – Technischer Ueberwachungsverein, DEKRA), or by the contractor’s certified experts (“befaehigte Person”).

1.3.1. Preventive maintenance and safety inspections shall be performed IAW the following:

1.3.1.1. Semi-annual maintenance in the months of October and April for pop-up barriers, bollards, and tire shredders.

1.3.1.2. Annual maintenance and safety inspections in the the month of April on arm-barriers and sliding gates, IAW BGR (Berufsgenossenschftliche Regeln) 232 “Richtlinien für kraftbetriebene Fenster, Türen und Tore” (English translation: Trade Association Rules 232 “Guidelines for power driven windows, doors, and gates”).

1.3.1.3. Maintenance and safety inspections shall include , but are not limited to fuses, main unit/switches, frame/structural integrity, hydraulic main unit and control block, hydraulic cylinders, lines/pipes, oil pressure, greasing of lube points and overall general condition, IAW manufacturer recommendations and specifications.

1.3.1.4. The contractor shall submit a written maintenance and safety inspection report within eight (8) business days after completion of work. The report shall be based on the requirements located in BGG (Berufsgenossenschaft Grundsatz ) 950, “BG-Grundsatz, Prüfbuch für kraftbetätigte Tore und Tueren" (English translation: Trade Association Principle 950 - Logbook for Power Driven Windows, Doors, and Gates). The report shall include, but is not limited to:

(a) date and time of the service

(b) location, equipment/serial number and type (i.e. pop up barrier, tire shredder, bollard, arm barrier or sliding gate)

(c) overall condition including discrepancies cited and repairs needed

(d) service performed and parts required,

(e) amount of time spent on inspection, and

(f) name of the technician performing the service.

1.4. REPAIR SERVICE. All repair work shall be IAW standard commercial practices using parts specified by the equipment manufacturers, or items of equal or higher quality. Downtime of equipment shall be kept to an absolute minimum. The contractor shall notify the Contracting Officer Representative (COR) in writing (e-mail is acceptable) in writing (e-mail is acceptable) of all projected downtime and estimated time for repair. When required parts are not available, the contractor shall notify the COR in writing (e-mail is acceptable) the same business day it is discovered. The contractor shall provide written documentation (for example, a letter/email from the parts manufacturer) to the COR explaining any delays in delivery of the parts, as described in paragraph 1.4.1. and 1.4.2., The contractor shall complete the repair within one business day or as as scheduled with the COR after receiving the required parts from the manufacturer. Travel time will not be reimbursed.

1.4.1. ROUTINE REPAIR SERVICE CALLS (Monday – Friday and US Federal Holidays: 0700 – 1600). The COR will notify the contractor of required repairs. The contractor shall report to the work location within four (4) hours after verbal notification by the COR. Within two (2) hours of arrival at the site the contractor shall survey the repair and provide a cost estimate not later than one (1) business day after receiving the requested prices of the required parts. The contractor shall provide written documentation (for example, a letter/email from the parts manufacturer) to the COR proving the requested price information/delivery time could not be obtained within five (5) business days after the survey. The cost estimate shall be submitted to the Contracting Officer (CO) and COR. The contractor is not entitled to payment for the cost estimate. The contractor shall not make any repairs until written approval is received from the CO or COR. The written approval can be issued by e-mail, letter or by signing the cost estimate with date. The contractor shall commence repair work within one (1) business day after approval.

1.4.2. EMERGENCY REPAIR SERVICE CALLS (Monday – Friday and US Federal Holidays : 1600-0700; Saturday, Sunday and German Federal Holidays: 24 Hours). The contractor shall report to the work location within four (4) hours of notification by the COR. Within two (2) hours of arrival at the site, the contractor shall survey the repair and prepare a cost estimate to the CO and COR not later than one (1) business day after receiving requested price of reqired parts. The contractor shall provide written documentation (for example, a letter/email from the parts manufacturer) to the COR proving the requested price information/delivery time could not be obtained within five (5) business days after the survey. The cost estimate shall be submitted to the Contracting Officer (CO) and COR. The contractor is not entitled to payment for the cost estimate. The contractor shall not make any repairs until written approval is received from the CO or COR. The written approval can be issued by e-mail, letter or by signing the cost estimate with date. The contractor shall commence repair work within one (1) business day after approval. The contractor shall provide an emergency telephone number to the COR. The COR will provide the 786 CES/CEUS standby phone number to the contractor.

1.4.3. COST ESTIMATE. The repair cost estimate shall consist of parts required for repair and their estimated price, an estimate of the amount of time the repair will require, the total cost of the repair, and expected delivey time of parts.

The repair cost estimate shall consist of parts required for repair and their estimated price, an estimate of the amount of time the repair will require, the total cost of the repair, and expected delivey time of parts.

1.5. REQUIRED DOCUMENTATION.

1.5.1. PREVENTIVE MAINTENANCE SCHEDULE. The contractor shall furnish a written maintenance schedule to the COR no later than 14 business days prior to the start date of the service. The schedule shall include the estimated date, time, and location. The contractor shall provide any schedule changes to the COR no later than seven (7) business days prior to the start of the service.

1.5.2. ROUTINE AND EMERGENCY REPAIR REPORTS. The contractor shall provide repair reports to the COR one week after completion of work. The reports shall include:

(a) date and time of the service

(b) location, equipment/serial number and type (i.e. pop up barrier, tire shredder, bollard, arm barrier or sliding gate)

(c) service performed and parts used

(d) amount of time worked

(e) name of the technician performing the service.

1.5.3. DELIVERABLES.

Deliverables (Report, Document, etc.)
PWS paragraph
Due Date (Calendar Days)
Written Maintenance And Safety Inspection Report
1.3.1.4
Within eight (8) business days after completion of work
Cost Estimate for Routine and Emergency Repairs
1.4.1., 1.4.2., 1.4.3.
Not later than one (1) business day after receiving requested price of reqired parts
Routine and Emergency Repair Reports
1.5.2
Within one week after completion of work
Quality Control Plan
1.8.2
Within ten (10) business days after contract award
Manpower Reporting via the secure data collection site
1.8.9.
Not later than 31 October each year

1.6. PARTS. The contractor will be reimbursed for the cost of all parts needed for maintenance and repairs. The contractor shall attach a copy of the manufacturer/wholesaler’s invoice, to include shipping charges, if applicable, to the invoice reflecting the amount paid for all parts. Reimbursement is limited to the actual cost/net price incurred (no handling charge). The net price is the price as paid by the contractor, no costs or profits added.

1.7. WASTE DISPOSAL. All trash and hazardous waste, generated as a result of PM (preventive maintenance), safety inspections, emergency or routine repairs, shall be disposed of off base at the contractor’s expense, IAW the German Waste Disposal Law.

1.8. GENERAL INFORMATION.

1.8.1. Quality Control. The contractor shall have and maintain a written quality control plan to ensure maintenance, safety inspections and repair services are performed IAW this PWS. The contractor shall have procedures to identify and prevent defective services from recurring. As a minimum, the contractor shall have quality control procedures that address the areas identified in Paragraph 2, Services Summary. The contractor shall submit the Quality Control Plan in writing to the CO for acceptance within ten (10) business days after contract award. The QCP becomes a compliance document after acceptance by the CO.

1.8.2. HOURS OF OPERATION. Contractor’s hours of operations shall be IAW below table.

Hours of Operation
Maintenance Services and Safety Inspection
Repairs
Emergency Repairs
Monday-Friday and US Federal Holidays
0700-1600
0700-1600
1600-0700

Saturdays, Sundays, & German and US Federal Holidays

24 hours

U. S./German Federal Holidays.

1 January

New Year’s Day Neujahr (U.S.) and (German) 3rd Monday in January Martin Luther King Day

(U.S.)

3rd Monday in February Washington’s Birthday

(U.S.)

Good Friday Karfreitag (German)

Easter Monday Ostermontag

1 May

Labor Day Tag der Arbeit

Ascension Day Christi Himmelfahrt

Whit Monday Pfingstmontag (German) Last Monday in May Memorial Day

Corpus Christi Day Fronleichnam

4 July

Independence Day

1st Monday in September Labor Day

(U.S.)

3 October

Day of German Unity Tag der Deutschen Einheit (German) 2nd Monday in October Columbus Day

(U.S.)

1 November

All Saints’ Day Allerheiligen (German) 11 November Veteran’s Day

4th Thursday in November Thanksgiving

(U.S.)

25 December

Christmas Weihnachten (U.S.) and (German) 26 December

2nd Day of Christmas

2. Weihnachtstag (German) When a U.S. Federal Holiday is on a Saturday, the preceding Friday will be observed. When the holiday is on a Sunday, the following Monday will be observed.

** Indicates dates change each year – Moveable Holidays

1.8.3. PERFORMANCE OF SERVICES DURING MILITARY EXERCISES OR OPERATIONS. Work stoppages may occur during the execution of this contract due to military exercises or operations. During these times, access to areas supporting the exercise or operation may be curtailed or denied. During scheduled and unscheduled exercises or operations, the contractor must be prepared to postpone performance in coordination with the COR until immediately after completion of the military exercise or operation.

1.8.4. UNACCEPTABLE PERFORMANCE. The contractor shall be given two hours after notification to correct unacceptable performance. The COR may approve additional time if deemed appropriate. If deficiencies are not corrected within the required time frame the COR will notify the Contracting Officer for action. The contractor shall re-perform at no cost to the government. Any re-performance and/or unacceptable performance will be documented by the COR.

1.8.5. SECURITY REQUIREMENTS. The contractor shall anticipate delays in getting commercial vehicles on base and allow time for commercial vehicles to reach their destination by driving designated routes at posted speed limits throughout the base. Procedures for commercial vehicle access to the base are subject to change without prior notice.

1.8.5.1. INSTALLATION ENTRY PROCEDURES. The contractor personnel shall obtain Base Entry Identification IAW the Installation Access Control System (IACS). The contractor shall obtain a certificate of good personal conduct (Polizeiliches Führungszeugnis) for personnel requiring an IACS Card. 786 CES/CEUS will prepare Requests for Base Entry Identification, USAFE IMT 79. The Contractor personnel shall take the USAFE IMT 79 along with the certification of good personal conduct, to the Visitors Center Ramstein Air Base for Base Entry Identification. It is the responsibility of the contractor to turn in the IACS Card to the issuing office, if the contractor no longer employs the personnel. If required, resident and/or work permits must be obtained prior to the pass being issued. All personnel employed by the contractor in the performance of this contract or any representative of the contractor entering the government installations shall abide by all security regulations of the installation.

1.8.5.2. ESCORT. The contractor will be escorted for entry into the Munitions Storage Area on Ramstein Air Base and any other area requiring escorted entry, as needed. Arrangements for escorts will be made by the COR.

1.8.6. CONFORMANCE WITH ENVIRONMENTAL MANAGEMENT SYSTEMS

The contractor shall perform work under this contract consistent with the relevant environmental policy and objectives identified in the installation environmental management system (EMS) applicable for your contract. The contractor shall perform work in a manner that conserves water, energy and other resources to the maximum extent feasible and ensure minimum production of waste as possible, giving preference to recycling and reutilization opportunities. Furthermore, the contractor shall give preference to less toxic materials whenever available and still reliable for their work. In the event an environmental nonconformance or noncompliance of host nation and USAF environmental laws and regulations associated with the contracted services is identified, the contractor shall take corrective and/or preventative actions. In the case of a noncompliance, the contractor shall respond and take corrective action immediately. In the case of a nonconformance, the contractor shall respond and take corrective action based on the time schedule established by the EMS Coordinator. In addition, the contractor shall ensure that their employees are aware of the environmental management system on base and how these requirements affect their work performed under this contract.

All on-site contractor personnel shall receive the installation EMS awareness level information.

1.8.7. CONFORMANCE WITH ENVIRONMENTAL REQUIREMENTS

The contractor shall perform all work in accordance with applicable German and US Air Force environmental laws, regulations and operating standards, including but not limited to the Final Governing Standards (FGS) for Germany. The contractor shall be immediately capable of understanding and addressing environmental laws and regulations as they pertain to work performed under this contract.

The FGS for Germany and other important environmental laws & requirements applicable for all contractors working on base will be made available upon request.

1.8.8. DOD MISSION ESSENTIAL SERVICES DURING CRISIS. IAW DODI 1100.22, Policy and Procedure for Determining Work Force Mix, paragraph 5b, it is determined that none of the services as stated in this PWS are mission essential.

1.8.9. CONTRACTOR MANPOWER REPORTING. The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for the preventive maintenance, safety inspections and repairs of pop up barriers, tire shredders, bollards, arm barriers and sliding gates via a secure data collection site. The contractor is required to completely fill in all required data fields at http://www.ecmra.mil.

Reporting inputs will be for the labor executed during the period of performance for each Government fiscal year (FY), which runs 1 October through 30 September. While inputs may be reported any time during the FY, all data shall be reported no later than 31 October* of each calendar year. Contractors may direct questions to the CMRA help desk.

Uses and Safeguarding of Information: Information from the secure web site is considered to be proprietary in nature when the contract number and contractor identity are associated with the direct labor hours and direct labor dollars. At no time will any data be released to the public with the contractor name and contract number associated with the data.

User Manuals: Data for Air Force service requirements must be input at the Air Force CMRA link. However, user manuals for government personnel and contractors are available at the

Army CMRA link at http://www.ecmra.mil.

2.0. SERVICES SUMMARY (SS): The SS provides information on contract requirements and the expected level of the contractor’s performance. The contract service requirements are summarized in performance objectives. The performance threshold briefly describes the minimally acceptable levels of service required for each requirement. These thresholds are critical to mission success. During the first 30 days of the contract, two errors on each –performance objective will be allowed in an effort to overcome normal phase-in problems..

Performance Objective

PWS Para

Performance Threshold

SS-1. Perform Preventive Maintenance: Semi-annual maintenance on pop up barriers, bollards, and tire shredders and annual maintenance on arm-barriers and sliding gates are performed timely and properly IAW this PWS using the equipment listing in Appendix B.
1.3.
No deficiencies for proper performance. 3 deficiencies for timely performance per year.
SS-2. Perform Safety Inspections: Annual safety inspections on arm-barriers and sliding gates are performed timely and properly IAW this PWS using the equipment listing in Appendix B.
1.3.
No deficiencies for proper performance, 3 deficiencies for timely performance per year.
SS-3. Perform Routine Repair: Routine repairs are performed properly and within times specified on pop up barriers, tire shredders, bollards, arm barriers and sliding gates.
1.4.1.
No more than 3 deficiencies per year
SS-4. Perform Emergency Repair: Emergency repairs are performed properly and within times specified on pop up barriers, tire shredders, bollards, arm barriers, and sliding gates.
1.4.2.
No deficiencies
SS-5. Routine and Emergency Repair Reports. The contractor shall provide accurate repair reports, after completion of work within one week to the COR.
1.5.2.
No deficiencies

3.0. GOVERNMENT FURNISHED PROPERTY AND SERVICES: The government will provide electricity to the contractor to perform services identified in this PWS.”

4.0. APPENDICES.

A. Estimated Workload Data

B. Current Equipment List

Appendix A

ESTIMATED WORKLOAD DATA PER YEAR

ESTIMATED QUANTITY

ITEM
NAME
1
Semi-annual preventive maintenance of pop-up barriers, bollard barriers and tire shredders (187 pieces of Equipment, 374 inspections)
374
each
2
Annual preventive maintenance with safety inspections of arm barriers
54
each
3
Annual preventive maintenance with safety inspections of sliding gates
53
each
4
Routine Repair Service Calls

(average of 5 hours per call)

124
each
5
Routine Repair (for item 4)
620
hours
6
Emergency Repair Service Calls

(average of 2 hours per call)

42
each
7
Emergency Repair (for item 6)
84
hours

NOTE:

(a) For each routine repair service call purchased in excess of/less than the annual estimated quantity identified in item 4 of the Estimated Workload Data Per Year, the annual estimated quantity of routine repair hours is increased/decreased by 5 hours in item 5 of the Estimated Workload Data Per Year.

(b) For each emergency repair service call purchased in excess of/less than the annual estimated quantity identified in item 6 of the Estimated Workload Data Per Year, the annual estimated quantity of emergency repair hours is increased/decreased by 2 hours in item 7 of the Estimated Workload Data Per Year.

(c) For each piece of equipment added/removed during the course of the contract the estimated quantity of routine repair hours is increased/decreased by 2 hours in item 5 of the Estimated Workload Data Per Year, for yearly adjustment purposes.

APPENDIX B - CURRENT EQUIPMENT LIST

TYPES:

A Arm Barriers

B Bollards P Pop-up Barriers/Tire Shredders

SG

Sliding Gates

B/P
A
SG

AMC

Air Mobility Command

5
2
5

CTS

Construction Training Squadron

0
2
5

EHOF

Einsiedlerhof

3
0
2

KMCC

Kaiserslautern Military Community Center

94
0
0

RAB

Ramstein Air Base

55
38
32

VWE

Vogelweh

30
12
9
TOTAL
187
54
53

Grand Total All

Location / Bldg
Type
positioned at
Manufacturer
Type
QTY
AMC
3330
A
C5 hangar
Sälzer
unknown
1
AMC
3333
A
PAX terminal
Sälzer
Kom.Nr.: 2508

Typ M 730

AMC
3332
B
Flight kitchen, left
Elkosta

quadruple bollard Fabr.Nr.: AI 032 424 Typ: CP 220

AMC
3332
B
Flight kitchen, center
Elkosta

quadruple bollard Fabr.Nr.: AI 032 424 Typ: CP 220

AMC
3332
B
Flight kitchen, right
Elkosta

quadruple bollard Fabr.Nr.: AI 032 424 Typ: CP 220

AMC
3333
B
Pax (passenger) terminal
Elkosta
unknown
1
AMC
3333
B
Pax terminal
Elkosta
unknown
1
AMC
3332
SG
Corner Lincoln Boulevard + Fairchild Avenue
Elkosta
Fabr.Nr: AI 030 523

Typ: FSST

AMC
3334
SG
3 around and 1 inside the area
Elkosta
unknown
4
CTS
667
A
Parking lot, administration CTS, entrance
Gunnebo
Fabr.Nr.: 194144

Pos. 00.20 Typ: GES-5 Nr. 20061606

CTS
667
A
Parking lot, administration CTS, exit
Gunnebo
Fabr.Nr.: 194144

Pos. 00.10 Typ: GES-5 Nr. 20061605

CTS
605
SG
Outside storage area gravel deposit
Torwerk
Fabr. Nr. 12056

Typ: STF-131-E

CTS
686
SG
LN Cafeteria
Elkosta
Fabr.Nr. 41481

Typ FSST

CTS
600
SG
inbound
Elkosta
AI 022463 / 20
1
CTS
600
SG
outbound
Elkosta
unknown
1
CTS
702
SG
Outside area in the forest
Elkosta
Fabr.Nr.: AI 022463/100

Typ: FSST 325

EHOF
702
P
Air station, entrance Golf 2
Heintzmann
Fabr.Nr.: 06 09 01/00

Type: Transit Barrier

Fabr.Nr.: 06 09 01/00

Typ: Transit Barrier
1
EHOF
702
P
Air station, exit Golf 2
Heintzman
Tiger Teeth
1
EHOF
86
SG
Golf 12 engineering area = at the top
Elkosta
Fabr.Nr.: AI 022713-20

Typ: FST 325

EHOF
88
SG
Golf 12 entrance = at the bottom
Elkosta
Fabr.Nr.: AI 022713-10

Typ: FST 325

KMCC
3336
B
around the KMCC Building
Pilomat
unknown
94
RAB
131
A
Flight line Entry Control Point (ECP) west inbound
Elkosta
unknown
1
RAB
131
A
Flight line ECP west outbound
Elkosta
unknown
1
RAB
2201
A
Entrance and exit side of runway
Sälzer
Fabr.Nr.: 0012

Typ: M 720

RAB
2202
A
Next to 86th Headquarters exit
Sälzer
Kom.Nr.: 2120 Nr. 13

Typ: 013 M 720

RAB
2203
A
Parking lot behind 86th Headquarters entrance
Sälzer
Kom.Nr.: 2120

Ser.Nr. 0014 Typ: 014 M 720

RAB
2204
A
Dead end street next to Arnold Circle exit
Sälzer
Fabr.Nr.: 0015

Typ Nr.: M 720

RAB
1001
A
Middle School, Ohio Boulevard entrance
Sälzer
Kom.Nr.: 2120 Nr. 17

Typ: M 720 with contact sensor

RAB
1001
A
Middle School, Ohio Boulevard exit
Sälzer
Kom.Nr.: 2120 Nr. 16

Typ: M 720 with contact sensor

RAB
1014
A
GOQ (General Officers Quarter) at Cannon Court (guard houses)
Kottmann
Fabr.Nr.: 070-704 3H

Typ: HSD

RAB
1018
A
At Cannon Court entrance hotel
Kottmann
Fabr.Nr.: 070-704/3H

Nr. 1 Typ: HSD

RAB
133
A
West Gate
Elkosta
Fabr.Nr.: AI 050 696/01

Typ.: HS 100

RAB
133
A
West Gate
Elkosta
Fabr.Nr.: AI 050 696/02

Typ.: HS 100

RAB
133
A
West Gate
Elkosta
Fabr.Nr.: AI 050 696/03

Typ.: HS 100

RAB
133
A
West Gate
Elkosta
Fabr.Nr.: AI 050 696/04

Typ.: HS 100

RAB
133
A
West Gate
Elkosta
Fabr.Nr.: AI 050 696/05

Typ.: HS 100

RAB
133
A
West Gate front outbound
Elkosta
AI 050 696 HSP 60
1
RAB
201
A
Main entrance, west side
Elkosta
Typ: AI 022 652-A66r
1
RAB
2117
A
Harmon Avenue
Magnetic Autocontrol
Fabr.Nr.: 10565015

Ser.Nr.: F05211526

RAB
2140
A
Entrance NCO Club, close to Arnold Circle
FAAC
Fabr.Nr.: 341030

Code: 1046848 Nr.: 02040015 Typ: 640/60

RAB
2140
A
Exit NCO Club
FAAC
Fabr.Nr.: 03050003

Code: 1046278 Typ: 640

RAB
2168
A
Right to the ambulance
Gunnebo
Fabr.Nr.: 194 144

Ser.Nr.: 20060802 Typ: GES

RAB
2245
A
South side opposite to Bldg. 2255
Magnetic Autocontrol
Typ: MIB 40
1
RAB
2245
A
South side at Bldg. 2241
Magnetic Autocontrol
Typ: MIB 40
1
RAB
2245
A
South side center Bldg. 2245
Magnetic Autocontrol
Typ: MIB 40
1

Fabr.Nr.: 3-20080104

Kom.Nr.: 219040

Typ : HSD 60
1
RAB
2486
A
Dorms garage between Maxwell und Fairchild Avenue exit
Magnetic Autocontrol

Typ: MIB 30

RAB
2486
A
Dorms garage

between Maxwell und Fairchild Avenue entrance

Magnetic Autocontrol
Autocontrol Typ: MIB 30
1
RAB
2904
A
L - VIS Gate exit side
Elkosta
Fabr.Nr.: AI 040 595

Typ: HSP 40

RAB
2904
A
L - VIS Gate entrance side
Elkosta
Fabr.Nr.: AI 040 595

Typ: HSP 40

RAB
3331
A
Parking zone entrance left
Magnetic Autocontrol
Fabr.Nr: F 05198254

Typ: 1056.5015

RAB
3331
A
Parking zone entrance right
Magnetic Autocontrol
Typ: 1056.5015
1
RAB
4233
A
Arnold Circle entrance
Gunnebo
Fabr.Nr.: 3-20080017

Typ: HS 100 SP

RAB
4233
A
Arnold Circle exit
Gunnebo
Fabr.Nr.: 3-20080018

Typ: HS 100 SP

RAB
500
A
California Avenue Bldg. 494 entrance
Sälzer
Fabr.Nr.: 19

Kom.Nr. 2159 Typ: M720

RAB
500
A
California Avenue Bldg. 494 exit
Sälzer
Kom.Nr. 2159 20 Typ: M720
1
RAB
996
A
at Maxwell Avenue (school bus entrance)
Sälzer
Kom.Nr. 2285 Nr.: 22

Typ: M720

RAB
996
A
at Maxwell Avenue (school bus exit)
Sälzer
Kom.Nr. 2285 Nr.: 23

Typ: M720

RAB
999
A
between 999 & 1000
Zabag
unknown
1
RAB
1001
B
Middle School, Ohio Boulevard West
Elkosta

triple bollard Fabr.Nr.: AI 041 708 Typ: CP 220

RAB
1001
B
Middle School, Ohio Boulevard East
Elkosta

triple bollard Fabr.Nr.: AI 041 708 Typ: CP 220

RAB
1101
B
BX, Power Zone Nr: 5
Elkosta
AI 032 431
1
RAB
1101
B
BX, Power Zone Nr: 4
Elkosta
AI 032 431
1
RAB
1101
B
BX, Gas Station
Elkosta
AI 032 431
1
RAB
1101
B
BX, Fire Station
Elkosta
AI 032 431
1
RAB
1101
B
BX, Parking Entrance Nr: 1
Elkosta
AI 032 431
1
RAB
1200
B
Commissary (side of school)
Elkosta quintuple bollard
Fabr. Nr.: AI 041 449

Typ CP 220

RAB
1200
B
Commissary (delivery area)
Elkosta quintuple bollard
Fabr. Nr.: AI 041 449

Typ CP 220

RAB
133
B
West Gate Inbound
Elkosta

triple bollard Fabr.Nr.: AI 050 119 Typ: CP 220

RAB
133
B
West Gate Inbound
Elkosta

triple bollard Fabr.Nr.: AI 050 119 Typ: CP 220

RAB
133
B
West Gate Inbound
Elkosta

triple bollard Fabr.Nr.: AI 050 119 Typ: CP 220

RAB
133
B
West Gate Lane Transition
Elkosta

quadruple bollard Fabr.Nr.: AI 050 119 Typ: CP 220

RAB
133
B
West Gate Lane Transition
Elkosta

quadruple bollard Fabr.Nr.: AI 050 119 Typ: CP 220

RAB
133
B
West Gate Inbound
Elkosta

triple bollard Fabr.Nr.: AI 050 119 Typ: CP 220

RAB
133
B
West Gate Inbound
Elkosta

triple bollard Fabr.Nr.: AI 050 119 Typ: CP 220

RAB
133
B
West Gate Inbound
Elkosta

triple bollard Fabr.Nr.: AI 050 119 Typ: CP 220

RAB
135
B
East Gate Inbound Nr. 1; Lane 1
Elkosta

triple bollard Fabr.Nr.: AI 041 924 Typ: CP 220

RAB
135
B
East Gate Inbound Nr. 1; Lane 2
Elkosta

triple bollard Fabr.Nr.: AI 041 924 Typ: CP 220

RAB
135
B
East Gate Inbound Nr. 1; Lane 1
Elkosta

triple bollard Fabr.Nr.: AI 041 924 Typ: CP 220

RAB
135
B
East Gate Lane Transition Nr. 4
Elkosta

quintuple bollard Fabr.Nr.: AI 041 519 Typ: CP 220

RAB
135
B
East Gate Lane Transition Nr. 5
Elkosta

quintuple bollard Fabr.Nr.: AI 041 519 Typ: CP 220

RAB
135
B
East Gate Lane Transition Nr. 6
Elkosta

quintuple bollard Fabr.Nr.: AI 041 449 Typ: CP 220

RAB
135
B
East Gate Lane Transition Nr. 7
Elkosta

quintuple bollard Fabr.Nr.: AI 041 449 Typ: CP 220

RAB
201
B
West side
Elkosta

double bollard Fabr.Nr.: AI 041 767 Typ: CP 220

RAB
201
B
Officer’s Club
Elkosta

double bollard Fabr.Nr.: AI 041 767 Typ: CP 220

RAB
100
B
Front gate
Elkosta
unknown
1
RAB
100
B
Back gate
Elkosta
unknown
1
RAB
2018
B
Behind vehicle gate at bldg
Pilomat double bollard
unknown
1
RAB
2101
B
At Arm Barrrier of Bldg 2204
Elkosta

quintuple bollard

unknown
1
RAB
2165
B
between Mitchel und Lawn Avenue
Elkosta

triple bollard Fabr.Nr.: AI 042 070 Typ CP 220

RAB
2201
B
86 th Headquarters entrance
Elkosta

triple bollard Fabr.Nr.: AI 041 976 Typ: CP 220

RAB
2201
B
86 th Headquarters exit
Elkosta

triple bollard Fabr.Nr.: AI 041 976 Typ: CP 220

RAB
2283
B
Fairchild Avenue close to Ramp 3
Elkosta

quintuple bollard Fabr.Nr.: AI 041 519 P10 Typ: CP 220

RAB
2311
B
Fairchild Avenue West
Elkostah

quadruple bollard Fabr.Nr.: AI 041 449 Typ: CP 220

RAB
2311
B
Fair child Avenue Ost
Elkosta

quintuple bollard Fabr.Nr.: AI 041 519 Typ: CP 220

RAB
494
B
At Lincoln Boulevard
Elkosta
AI 041 924
1
RAB
494
B
am Lincoln Boulevard
Elkosta
AI 041 924
1
RAB
5121
B
Junk Yard Gate
Elkosta

quintuple bollard Fabr.Nr.: AI 041 073 Typ: CP 220

RAB
900
B
High School Nr: 1 (bus exit)
Elkosta

quintuple bollard Fabr.Nr.: AI 040 851 Typ: CP 220

RAB
900
B
High School Nr: 2
Elkosta

double bollard Fabr.Nr.: AI 042 113 Typ: CP 220

RAB
900
B
High School Nr: 3
Elkosta

double bollard Fabr.Nr.: AI 041 971 Typ CP 220

RAB
900
B
High School Nr: 4
Elkosta

triple bollard Fabr.Nr.: AI 041 971 Typ CP 220

RAB
900
B
High School Nr: 5 (main entrance)
Elkosta

triple bollard Fabr.Nr.: AI 042 112 Typ: CP 220

RAB
2396
B
towards flight line
Elkosta

quintuple bollard

unknown
1
RAB
832
B
in front of Bldg
Elkosta triple bollard
TC-3rbv Nr. A 091 15
1
RAB
832
B
towards Bldg 862
TESCON triple bollard
Fabr.Nr.: AI 042 110
1
RAB
832
B
behind Bldg
Elkosta double bollard
unknown
1
RAB
133
P
West Gate outbound
Heintzmann
Fabr.Nr.: 42 109 614

Typ: K-12 VSH 610

RAB
133
P
West Gate inbound
Heintzmann
Fabr.Nr.:42 109 613

Typ: K-12 VSH 610

RAB
135
P
East Gate inbound
Heintzmann
Fabr.Nr.: 42 109 612

Typ: K-12 VSH 610

RAB
135
P
East Gate outbound
Heintzmann
Fabr.Nr.: 42 109 611

Typ: K-12 VSH 610

RAB
201
P
Main entrance
Heintzmann
Fabr.Nr.: 420 817

Typ: DSP-S 2500

RAB
201A
P
Side entrance
Heintzmann
Fabr.Nr.: 817 914

Typ: DSP-S 2500

RAB
2904
P
L - VIS Gate
Elkosta
Fabr.Nr.: AI 040 595 P20 Typ: DSP
1
RAB
494
SG
California Avenue
BFT
150/87
1
RAB
494
SG
California Avenue
BFT
150/87
1
RAB
1010
SG
GOQ at Cannon Court
Drive from BFT
ICARO
1
RAB
1014
SG
GOQ at Cannon Court (guard house)
BFT
ICARO
1
RAB
1018
SG
GOQ at Cannon Court (Hotel)
Elkosta

Drive from BFT Fabr.Nr.: 22652 Typ: FSST

RAB
1101
SG
Former BX Area across from bldg. 1124
Elkosta Drive from von BFT
Fabr. Nr.:AI 040 425/5500000200391 Typ: FSST P10 / ICARO Prox Ma
1
RAB
201A
SG
Side entrance
Elkosta
Fabr.Nr.: 034 401

Typ: FSST

RAB
201
SG
Main entrance
Elkosta
Fabr.Nr.: 21 293

Typ: FSST P 30

RAB
2024
SG
from L-VIS towards Arnold Circle Ramp 2
Gunnebo
Fabr.Nr.: 182 933

Typ: FSST

RAB
2140
SG
Delivery at NCO Club, close to Arnold Circle
Werra Salzkotten
Fabr.Nr.: 20040388

Kom.Nr.: 155164 Typ: Pos. 10

RAB
2170
SG
Between entrance east gate and circle
Elkosta
Fabr.Nr.: AI 040 811

Typ: FSST

RAB
2202
SG
Next to 86th Headquarters
Gunnebo
Fabr.Nr.: 20060801

Kom.Nr.: 182933 Typ: FSST

RAB
2220
SG
From L-VIS towards circle Ramp 2
Elcosta
Typ: FSST
1
RAB
2246
SG
East Perimeter Road
Elkosta
Fabr.Nr.: AI 042 061

Typ: FSST P10

RAB
2257
SG
Ramp 8 Taxiway L-VIS gate back road
Elkosta
Fabr.Nr.:

AI 040 013 P100

Typ: FSST 425

RAB
2258
SG
Ramp 8 Taxiway 1. gate at runway
Elkosta
Fabr.Nr.:

AI 040 013 P100

Typ: FSST 525

RAB
2292
SG
Road from West Gate towards runway
Hedda
Fabr.Nr.: 28394

Typ: FSV N

RAB
2314
SG
Behind bldg. 2314 access Ramp 3 left gate
NBB-Baubedarf 08586 2451
Fabr.Nr.:

034/04 linkes Tor Typ 200x100

RAB
2314
SG
Behind bldg. 2314 access Ramp 3 right gate
NBB-Baubedarf 08586 2451
Fabr.Nr.:

034/04 rechtes Tor Typ 200x100

RAB
2353
SG
Beginning runway on left side of West Gate li.
unknown
unknown
1
RAB
2396
SG
At building towards flight line
Elkosta
Fabr.Nr.: AI 219 040
1
RAB
2402
SG
Between Fairchild and Maxwell Avenue
Heda
Fabr.Nr.: SSVN 29283

Typ: FSV-N

RAB
2404
SG
Fairchild Avenue across from 2283
Heda
Fabr.Nr.: 44610-3

Typ: FSV-N

RAB
2404
SG
Between Fairchild and Maxwell Avenue
Gunnebo

Salzkotten Fabr.Nr.:

1-20070709/ 209669 Typ: SF/E

RAB
2404
SG
Between Fairchild and Maxwell Avenue
Heda
Fabr.Nr.: 44610-4

Typ: FSV-N

RAB
2472
SG
Double gate left towards East Maxwell Avenue
Wego

Gunnebo Fabr.Nr.:

116754 Pos. 40

RAB
2472
SG
Double gate right towards West an Maxwell Avenue
Wego

Gunnebo Fabr.Nr.:

116 754 Pos. 30

RAB
2692
SG
at South Perimeter Road
Elkosta
Fabr.Nr.: AI 021 889
1
RAB
2693
SG
at South Perimeter Road
Elkosta
Fabr.Nr.: 143 354

Typ: FSST

RAB
2730
SG
Ramp 8 Taxiway
Elkosta
Fabr.Nr.: AI 030 523

Typ: FSST

VWE
1031
A
Armstrong, Golf 8 entrance
Elkosta
Fabr.Nr.: AI 050 529

Typ: HSP 60

VWE
1031
A
Armstrong, Golf 8 exit
Elkosta
Fabr.Nr.: AI 050 529

Typ: HSP 60

VWE
2018
A
Golf 7 (close to exit commissary)
Be-Barmatic
Kom.Nr.: 41259-2459

Typ: TS 900 NI

VWE
2018
A
Golf 7 (close to exit commissary)
Be-Barmatic
Kom.Nr.: 41259-2458

Typ: TS 900 NI

VWE
2712
A
Main Gate, Golf 1
Scheidt+

Bachmann

unknown
1
VWE
2712
A
Main Gate, Golf 1
Scheidt+

Bachmann

unknown
1
VWE
2712
A
Main Gate, Golf 1
Sälzer
unknown
1
VWE
2700
A
Kapaun Housing, Golf 6
Be-Barmatic
Kom.Nr.: 41259-2460

Typ: TS 900 NI

VWE
2700
A
Kapaun Housing, Golf 6
Be-Barmatic
Kom.Nr.: 41259-2467

Typ: TS 900 NI

VWE
2701
A
Housing, 4th Ave, Golf 9
Gunnebo
Fabr.Nr.: 194171

Typ: GES-5

VWE
2850
A
Delta Base Kapaun
Delta Stanford Valencia
Plan Nr.: 90623-1

Typ: IP 500 (H)

VWE
2944
A
Rod &Gun Club, Golf 14, close to Geb. 2944
Elkosta
Fabr.Nr.: AI 021 605

Typ: HSS

VWE
1031
B
Armstrong, Golf 8, upper lane transition
Elkosta

quadruple bollard Fabr.Nr.: AI 050 529 Typ: CP 220

VWE
1031
B
Armstrong, Golf 8 lower lane transition
Elkosta

quadruple bollard Fabr.Nr.: AI 050 529 Typ: CP 220

VWE
1031
B
Armstrong, Golf 8 entrance left
Elkosta

triple bollard Fabr.Nr.: AI 050 519 Typ: CP 220

VWE
1031
B
Armstrong, Golf 8 entrance right
Elkosta

triple bollard Fabr.Nr.: AI 050 519 Typ: CP 220

VWE
2712
B
Main Gate, Golf 1, lowerlane transition.
Gunnebo

triple bollard

unknown
3
VWE
2712
B
Main Gate, Golf 1, middle lane transition
Gunnebo

triple bollard

unknown
3
VWE
2712
B
Main Gate, Golf 1, upper lane transition
Gunnebo

triple bollard

unknown
3
VWE
2030
B
Commissary at ATM
Elkosta

triple bollard Fabr.Nr.: AI 042 113 Typ: CP 220

VWE
2701
B
Housing, 4th Ave, Golf 9, 1. from below
Gunnebo

double bollard Plan Nr.: I-50.88.05 Typ: CP 220

VWE
2701
B
Housing, 4th Ave, Golf 9, 2. from below
Gunnebo

double bollard Plan Nr.: I-50.88.05 Typ: CP 220

VWE
2701
B
Housing, 4th Ave, Golf 9, 3. from below
Gunnebo

double bollard Plan Nr.: I-50.88.05 Typ: CP 220

VWE
2701
B
Housing, 4th Ave, Golf 9, 4. from below
Gunnebo

double bollard Plan Nr.: I-50.88.05 Typ: CP 220

VWE
2701
B
Housing, 4th Ave, Golf 9, 5. from below
Gunnebo

double bollard Plan Nr.: I-50.88.05 Typ: CP 220

VWE
1031
P
Armstrong, Golf 8 exit
Kottmann
Fabr.Nr.: 041-203-4H0A

Typ: HPE 16/130 Tyre Killer

VWE
1031
P
Armstrong, Golf 8 exit below
Kottmann
Tiger Teeth
1
VWE
1031
P
Armstrong, Golf 8 entrance
Kottmann
Fabr.Nr.:

041-203-4H0A Typ: HPE 16/130 Tyre Killer

VWE
1031
P
Armstrong, Golf 8 exit above
Kottmann
Fabr.Nr.: A 1050619

Typ: DSP1

VWE
1031
P
Armstrong, Golf 8 entrance above
Kottmann
Fabr.Nr.: A 1050619

Typ: DSP1

VWE
1031
P
Armstrong, Golf 8
Heintzmann
Fabr.Nr.: 421 032

Typ: Heintzm. Barrier

VWE
2712
P
Main Gate, Golf 1 entrance
Gunnebo
unknown
1
VWE
2712
P
Main Gate, Golf 1 entrance
Gunnebo
unknown
1
VWE
2701
P
Housing, 4th Ave, Gate 9 above
Kottmann/

Elkosta Fabr.Nr.: AI 050 619 Typ: Tyre Killer

VWE
2701
P
Housing, 4th Ave, Gate 9 above
N/A
Tiger Teeth
1
VWE
2701
P
Housing, 4th Ave, Gate 9 below
Kottmann/

Elkosta Fabr.Nr.: AI 050 619 Typ: Tyre Killer

VWE
1001
SG
At Golf 8 below right side
Adronit
Fabr.Nr.: 2409

Typ: Atlas Gl

VWE
1002
SG
At Golf 8
Adronit
Fabr. Nr. 2410

Typ: Altas Gl

VWE
2030
SG
Commissary Entrance
Elkosta
Fabr.Nr.: AI 0161371.1

Typ: FSST 425

VWE
2030
SG
Commissary Delivery
Elkosta
Fabr.Nr.: AI 0161371.2

Typ: FSST 425

VWE
2041
SG
Fire Station
Hoffmeister
3888-2-FSI
1
VWE
2078
SG
above Security Forces
Zaunbau Stoffel
Fabr.Nr.: 202 808
2
VWE
2850
SG
Delta Base entrance
Elkosta
Fabr.Nr.: 33100

Typ: LST

VWE
2850
SG
Delta Base entrance
Elkosta
Fabr.Nr.: 33100

Typ: LST

File details come from the government source that posted it. Updated .