Attch_1_15-R-0001_CESS_PWS_20150326Amend5.pdf

FA5000-15-R-0001

Attachment 1, PWS, 26 Mar 15

Amendment 0005

Table of Contents

1.0 SECTION I DESCRIPTION OF SERVICES

1.1 General Page 3

1.2 Mission Page 3

1.3 Scope Page 3

1.4 Inherently Governmental Function Page 3

1.5 Reserved Page 3

1.6 Services Page 4

1.7 Historical Data Page 11

2.0 SECTION II SERVICE SUMMARY

2.1 Performance Evaluation Page 12

2.2 Service Summary Page 12

2.3. Quality Control (QC) Page 13

2.4. Quality Assurance (QA) Page 13

2.5. Surveillance Methods Page 14

2.6. Periodic Progress Meetings Page 15

3.0 SECTION III GOVERNMENT FURNISHED PROPERTY, EQUIPMENT, and SERVICES

3.1 Government Furnished Services Page 16

3.2 Government Furnished Facilities/Real Property Page 16

3.3 Government Furnished Equipment Page 17

3.4 Government Furnished Materials Page 17

4.0 SECTION IV GENERAL INFORMATION

4.1 Recognized Holidays Page 18

4.2 Contractor Employees Page 18

4.3 Use of Government employees Page 20

4.4 Security Requirements Page 22

4.5 Key Control Page 23

4.6 Continuation of Essential DOD Contractors Services During Crisis Page 24

4.7 Multifunctional Team (MFT) Page 24

4.8 Conservation of Utilities Page 25

4.9 Contractor Furnished Property and Services Page 25

5.0 SECTION V APPENDICES

APPENDICES Appendices Page 29 APPENDIX 1 Definitions, Abbreviations, and Acronyms Page 30 APPENDIX 2 Workload Estimates Page 34 APPENDIX 3 Government Furnished Facilities/Government Furnished Equipment Page 39 APPENDIX 4 Applicable Publications and Forms Page 40 APPENDIX 5 Deliverables Page 42 APPENDIX 6 Table 1 Work Priorities Page 44 APPENDIX 7 Government Facilities/Real Property Installed Equipment Page 45 APPENDIX 8 Exterior Workload Data Page 46 APPENDIX 9 MAPs Page 47

1.6.3.4 Exterior Water – PM. The contractor shall perform PM, winterization and de-winterization (to ensure lines do not freeze) and repair of exterior water systems for irrigation, and specialty facilities, ensuring all components function as designed by manufacturer in a safe and efficient manner.

1.6.3.5 Sanitary Waste Systems - PM. The contractor shall perform PM on the valves and switches in the sewage lift station systems at the Army Reserve Center and shall check for proper operation. Any necessary repair work identified during scheduled inspections shall be completed at the time of the inspection.

1.6.3.6 Playground Equipment and Areas - PM. The contractor shall perform PM on playground equipment. The contractor shall keep playground areas and equipment in a fully functional and safe condition. Areas shall be examined each spring prior to May 15. Deficiencies shall be corrected: i.e.

loose fasteners shall be tightened, exposed sharp edges shall be removed or covered, wood splinters shall be filed or sanded off, broken or torn metal shall be welded and ground smooth, exposed concrete foundations covered with fall zone material, and fall zones filled with fall zone material, ground covering within the fenced play area at Cottonwood Park shall be kept free of vegetation.

1.6.3.7 Storm Drainage Systems - PM. The contractor shall perform PM on storm drainage systems.

The contractor shall ensure that storm drainage systems operate efficiently to ensure proper water flow to evacuate rainwater, snowmelt, or other sources of water leaving no standing water. Each year prior to June 30 all storm drain manhole pits, storm drain catch basins and grates shall be inspected for obstructions and proper water flow. Obstructed drainage structures shall be cleaned by July 15, ensuring proper water flow.

1.6.3.8 Paved Surface Areas – PM. The contractor shall perform PM on paved surface areas. The contractor shall ensure that all paved surface areas including sidewalks are undamaged and without potholes, and that barrier, barricades, and guard rails are undamaged and in good condition. Liquefied petroleum asphalt crack filler (crack sealant) shall be applied on road surfaces according to schedule with no less than one third (33.3%) of the total paved road surface area being treated during each contract option period. The crack sealing schedule shall contain the names of the streets where crack sealant is to be applied, the estimated total surface area to be completed, and the estimated total amount of liquefied petroleum asphalt crack filler to be used. Contractor shall specify date range when application shall take place as determined by seasonal weather conditions. Coordination for lane/road closures shall be made with installation Provost Marshal Office. The contractor shall recover all traffic control signs and devices at the conclusion of the work activity providing sealant has been given appropriate time to set and dry.

1.6.3.8.1 Paint Pavement Markings. The contractor shall paint pavement markings on paved roadways to include lane striping, crosswalk lines, stop bars, and instructional wording and arrows. Markings shall be reapplied annually between April 15 and June 1. Line painting in parking areas to include, handicap space markings, shall be reapplied between April 15 and June 1 each year.

1.6.3.8.2 Sweep/Clean. The contractor shall maintain paved surfaces ensuring areas are cleaned of dirt, mud or other debris through the time period of April 15 through September 30.

1.6.3.9 Unpaved Surfaces - PM. The Contractor shall perform recurring work on unpaved transportation, storage, and work surfaces through the time period of April 16 through October 14. The Contractor shall keep unpaved transportation, storage, and work surfaces without ruts or potholes, well drained with no standing water, emitting no airborne dust, and with unimpaired guard rails. Unpaved roads and parking or work areas and their accompanying shoulders and drainage ditches shall be graded according to the schedule to DOT standards.

APPENDIX 2: WORKLOAD ESTIMATES

Level of Service 2 Base Year

25 Sep 2015-24 Sep 2016 The Base Year includes historical workload data plus the backlog workorders should be viewed as an “estimated workload”. It is exclusively provided as a historical reference point to facilitate prospective offerors in crafting their proposals. The data should not be relied upon to predict a future workload.

Level of Service 2: The contract shall perform Work Priority 3, Scheduled Sustainment work/Corrective Maintenance 3A.

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

Cantonment Area Excluding Training Ranges and Areas Structural 108 122 108 88 96 61 89 68 63 30 50 67 Plumbing 89 86 73 57 62 67 89 63 62 42 58 80 Heating 75 58 40 36 37 33 38 21 21 39 86 60 Air Condition 1 3 3 2 5 3 6 1 3 3 5 2 Refrigeration 8 22 19 11 17 18 24 18 14 5 1 18 Industrial 17 17 10 14 12 6 17 11 0 13 19 4 Swimming Pool 3 3 2 2 6 2 4 5 6 2 2 3 Fire Suppress 8 6 10 4 2 5 3 7 0 7 5 3 Interior Electric 90 88 79 94 73 47 67 57 58 36 27 63 Exterior Electric 5 6 5 0 5 2 0 1 1 4 6 16 Exterior Water 0 0 0 0 0 0 0 0 0 0 0 0 Roads 9 6 2 6 9 9 6 9 6 6 6 6 Utility Locate 0 0 3 14 5 0 4 7 2 0 0 0

Training Ranges and Areas Structural 0 0 1 3 3 1 3 1 4 0 0 0 Heating 4 4 4 4 2 1 3 3 1 4 6 5 Air Condition 0 0 0 0 0 0 2 0 0 0 0 0 Interior Electric 3 1 2 2 5 4 1 5 5 4 4 1 Exterior Electric 0 0 0 0 0 0 0 0 0 0 2 3 Roads 4 2 4 0 3 1 1 3 3 0 0 0 Combined Totals 424 424 365 337 342 260 357 280 249 195 277 331

Annual Combined Total Priority 3A DSWs: 3387 plus 454 back-log Work-orders - Base Year only.

**Note 1: Levels of Service (LOS) are additive. Example: If the Government determines LOS for each Option Years at LOS#2 it will include LOS#1 (ELIN X0001) and LOS#2 (ELIN X0002).

**Note 2: The chart displayed shows the average number of Direct Scheduled Work requests over a 1 year period (Oct 2012 – Sep 2013) plus the backlog of work orders.

APPENDIX 2: WORKLOAD ESTIMATES

Level of Service 3 25 Sep 2016 through 24 Sep 2020

The historical workload should be viewed as an “estimated workload”. It is exclusively provided as a historical reference point to facilitate prospective offerors in crafting their proposals. The data should not be relied upon to predict a future workload.

Level of Service 3: The contractor shall perform Work Priority 3B (Med) and 3C (Low), Schedule

Sustainment Work/Corrective Maintenance (CM).

* Note: The chart displayed shows the average number of Direct Scheduled Work requests over a 3 year period (July 2009 – July 2012).

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

Cantonment Area Excluding Training Ranges and Areas Structural 42 66 94 93 68 105 68 95 120 103 89 79 Plumbing 9 21 30 6 7 17 31 37 39 37 42 4 Heating 36 13 33 14 14 22 0 7 11 40 20 38 Air Condition 0 0 1 3 1 0 0 2 0 0 0 1 Refrigeration 10 6 17 19 5 12 0 2 0 18 19 10 Industrial 0 0 9 0 0 7 0 0 0 0 0 5 Swim Pool 0 0 2 0 0 3 2 0 1 0 0 0 Fire Suppress 0 2 0 3 0 0 1 0 1 0 1 3 Interior Electric 66 35 62 35 67 88 20 40 32 95 96 65 Exterior Electric 9 0 2 7 4 5 4 6 3 12 14 3 Exterior Water 2 0 0 0 0 2 0 0 2 2 2 0 Roads 14 15 13 0 6 3 2 0 0 3 16 29 Utility Locate 0 0 0 0 0 2 0 0 3 6 0 0

Training Ranges and Areas Structural 2 5 2 1 0 3 1 0 1 0 2 3 Heating 3 2 1 0 4 4 2 2 4 7 1 3 Air Condition 2 0 0 0 0 1 0 0 0 0 0 0 Interior Electric 2 4 2 2 1 0 0 1 1 0 0 2 Exterior Electric 2 0 0 2 2 1 2 2 0 0 0 1 Roads 1 0 0 3 1 1 0 0 1 3 4 3 Combined Totals 200 169 268 188 180 276 133 194 219 326 306 249

Annual Combined Total 3B and 3C DSWs: 2708

**Note: Levels of Service (LOS) are additive. Example: If the Government determines LOS for each Option Year 1 at LOS#3 it will include LOS#1 (ELIN X0001) , LOS#2 (ELIN X0002) and LOS#3 (ELIN X0003).