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AppE_AttE-1_MDA_L_CME_R1_Oct10

VIEWS: 3 PAGES: 340

									                                                                        P:\Estimates\Projects\FY '10 Projects\10-00586
                                                                        Feasility Study\IPT Folder A\MDA L Feasability
 1 WBS 9 - Gross Details                                                COPY.est



WBS9 Code                  Item Description                  Quantity       Unit
2               Project WBS: 2 - Material Disposal Area
                "L" Feasability Study
2.PI3A          Pits & Impoundments Vegetative Cover

2.PI3A.1        Vegetative Cover - Direct Capital Costs

2.PI3A.1.01     Vegetative Cover -DC- Fence
2.PI3A.1.01     Fence, chain link industrial, aluminized      1,450.00 LF
                steel, 6 ga. wire, 2-1/2" posts @ 10' OC,
                8' high, includes excavation, in concrete,
                excludes barbed wire

2.PI3A.1.01     Fence, chain link industrial, galvanized           15 EA
                steel, add for corner post, 6 ga. wire, 2-
                1/2" posts @ 10' OC, 8' high, 3"
                diameter, includes excavation, in
                concrete
2.PI3A.1.01     Fence, chain link industrial, double swing          2 Opng
                gates, 8' high, 20' opening, includes
                excavation, posts & hardware in concrete

2.PI3A.1.01     Signs, stock, aluminum, reflectorized,             20 EA
                .080" aluminum, 24" x 24", excludes
                posts
2.PI3A.1.01     Vegetative Cover -DC- Fence Total

2.PI3A.1.02     Vegetative Cover -DC- Subsurface VOC
                Vapor Monitoring
2.PI3A.1.02     Removal of Monitoring Tubing                       24 hour
2.PI3A.1.02     Structural concrete, ready mix,                    72 CF
                lightweight, 110 #/C.F., 3000 psi,
                includes local aggregate, sand, portland
                cement and water, excludes all additives
                and treatments
2.PI3A.1.02     Labor for refilling the shaft after tubing         12
                removal
2.PI3A.1.02     Mobilization or demobilization, dozer,              2 EA
                loader, backhoe or excavator, above 150
                H.P., up to 50 miles
2.PI3A.1.02   Directional drilling, small equipment to           5 EA
              300', not to exceed 12" dia, small unit
              mobilization to site, excluding cost of
              conduit
2.PI3A.1.02   Well Head, hand holes, precast concrete,           5 EA
              with concrete cover, 2' x 2' x 3' deep,
              excludes excavation, backfill and cast in
              place concrete
2.PI3A.1.02   Structural excavation for minor                   2.5 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.PI3A.1.02   Valves, bronze, check, swing, regrinding           5 EA
              disc, threaded, class 150, 1/4"

2.PI3A.1.02   Cycle hauling(wait, load,travel, unload or        23 CY
              dump & return) time per cycle, excavated
              or borrow, loose cubic yards, 10 min
              wait/load/unload, 8 CY truck, cycle 6
              miles, 15 MPH, excludes loading
              equipment
2.PI3A.1.02   SVE - LLW Disposition                             23 CY
2.PI3A.1.02   Mobilization or demobilization, dozer,             4 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.PI3A.1.02   Pipe, steel, black, welded, 10" diameter,        250 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.PI3A.1.02   Pipe, steel, black, welded, 2" diameter,     1,050.00 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.PI3A.1.02   Structural concrete, ready mix, normal            15 CF
              weight, 3000 psi, includes local
              aggregate, sand, Portland cement and
              water, delivered, excludes all additives
              and treatments
2.PI3A.1.02   Structural concrete, placing, elevated            15 CF
              slab, pumped, less than 6" thick, includes
              vibrating, excludes material
2.PI3A.1.02   Bentonite clay, 50# bag, 1 per 10' of rod        230 EA

2.PI3A.1.02   Aggregate, sand, washed, for concrete,            1.7 CY
              loaded at the pit, includes material only
2.PI3A.1.02   Backfill, heavy soil, by hand, no                  16 CY
              compaction
2.PI3A.1.02   Pipe, stainless steel, butt weld, 1/4"        4,000.00 LF
              diameter, schedule 5, type 304, includes
              weld joint and clevis type hangers 10' OC

2.PI3A.1.02   Elbow, 90 Deg., stainless steel, long, butt        30 EA
              weld, 1/2", schedule 5, type 304,
              includes the weld machine
2.PI3A.1.02   Mud Dauber (monitoring port)                       30 EA
2.PI3A.1.02   Vegetative Cover -DC- Subsurface VOC
              Vapor Monitoring Total

2.PI3A.1.03   Vegetative Cover -DC- Vegetative Cover

2.PI3A.1.03   Fine grading, select gravel, 6" deep,         1,984.00 SY
              hand grading, including compaction
2.PI3A.1.03   Basecourse Material and Delivery              1,341.00 TN
2.PI3A.1.03   Backfill, bulk, 6" to 12" lifts, dozer             661 CY
              backfilling
2.PI3A.1.03   Compaction, 2 passes, 6" lifts, riding,           661 CY
              sheepsfoot or wobbly wheel roller
2.PI3A.1.03   Compaction, water for, 3000 gallon truck,         661 CY
              6 mile haul
2.PI3A.1.03   Borrow, common earth, 3 C.Y. bucket,              331 CY
              loading and/or spreading, front end
              loader, wheel-mounted
2.PI3A.1.03   Borrow, Topsoil, Retrieval and Drop               349 ton
2.PI3A.1.03   Soils for earthwork, common borrow,               414 CY
              spread with 200 H.P. dozer, includes
              load at pit and haul, 2 miles round trip,
              excludes compaction
2.PI3A.1.03   Fine grading, fine grade for small            1,984.00 SY
              irregular areas, to 15,000 S.Y.
2.PI3A.1.03   Geotextile Subsurface Drainage                1,984.00 SY
              Filtration, TRM , hand layed, ideal
              conditions
2.PI3A.1.03   Seeding, mechanical seeding, 215                   0.4 acre
              lb/acre
2.PI3A.1.03   Rent water truck, off highway, 6000                40 days
              gallon capacity - Rent per day
2.PI3A.1.03   Mobilization or demobilization, dozer,              6 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.PI3A.1.03   Field Non-Manual - JHRS                           771 hour
2.PI3A.1.03   Craft Distributable - Labor                       963 hour
2.PI3A.1.03   Craft Distributable - Materials             963 hour
2.PI3A.1.03   Vegetative Cover -DC- Vegetative Cover
              Total

2.PI3A.1      Vegetative Cover - Direct Capital Costs
              Total

2.PI3A.2      Vegetative Cover - Indirect Capital Costs

2.PI3A.2.01   Vegetative Cover -IC- Design
2.PI3A.2.01   Vegative Mat Design                           1 lsum
2.PI3A.2.01   Vegetative Cover -IC- Design Total

2.PI3A.2.02   Vegetative Cover -IC- Professional
              Management
2.PI3A.2.02   Professional Management                       1 lsum
2.PI3A.2.02   Vegetative Cover -IC- Professional
              Management Total

2.PI3A.2.03   Vegetative Cover -IC- Contingency
2.PI3A.2.03   Contingency - Cost 30%                        1 lsum
2.PI3A.2.03   Contingency - Schedule 10%                    1 lsum
2.PI3A.2.03   Contingency - TPRA 10%                        1 lsum
2.PI3A.2.03   Vegetative Cover -IC- Contingency Total


2.PI3A.2      Vegetative Cover - Indirect Capital Costs
              Total

2.PI3A.3      Vegetative Cover - Direct O&M Costs
2.PI3A.3.01   Vegetative Cover -DOM- Cover
              Maintenance & Inspections
2.PI3A.3.01   Site Maintenance for 100 years.               1 lsum
2.PI3A.3.01   Annual Long Term Monitoring Report -          1 lsum
              100 years
2.PI3A.3.01   Vegetative Cover -DOM- Cover
              Maintenance & Inspections Total

2.PI3A.3.02   Vegetative Cover -DOM- Subsurface
              VOC Monitoring
2.PI3A.3.02   Sub Surface Monitoring 30 years               1 lsum
2.PI3A.3.02   Vegetative Cover -DOM- Subsurface
              VOC Monitoring Total
2.PI3A.3      Vegetative Cover - Direct O&M Costs
              Total

2.PI3A.4      Vegetative Cover - Indirect O&M Costs

2.PI3A.4.02   Vegetative Cover -IOM- Professional
              Management
2.PI3A.4.02   Professional Management (years 0-30)               1 lsum

2.PI3A.4.02   Professional Management (years 31-                 1 lsum
              100)
2.PI3A.4.02   Vegetative Cover -IOM- Professional
              Management Total

2.PI3A.4.03   Vegetative Cover -IOM- Contingency
2.PI3A.4.03   Contingency - Cost 30%                             1 lsum
2.PI3A.4.03   Contingency - Schedule 10%                         1 lsum
2.PI3A.4.03   Contingency - TPRA 10%                             1 lsum
2.PI3A.4.03   Vegetative Cover -IOM- Contingency
              Total

2.PI3A.4      Vegetative Cover - Indirect O&M Costs
              Total

2.PI3A        Pits & Impoundments Vegetative Cover
              Total

2.PI3B        Pits & Impoundments ET Cover
2.PI3B.1      ET Cover - Direct Capital Costs
2.PI3B.1.01   ET Cover -DC- Fence
2.PI3B.1.01   Fence, chain link industrial, aluminized     1,450.00 LF
              steel, 6 ga. wire, 2-1/2" posts @ 10' OC,
              8' high, includes excavation, in concrete,
              excludes barbed wire

2.PI3B.1.01   Fence, chain link industrial, galvanized          15 EA
              steel, add for corner post, 6 ga. wire, 2-
              1/2" posts @ 10' OC, 8' high, 3"
              diameter, includes excavation, in
              concrete
2.PI3B.1.01   Fence, chain link industrial, double swing         2 Opng
              gates, 8' high, 20' opening, includes
              excavation, posts & hardware in concrete
2.PI3B.1.01   Signs, stock, aluminum, reflectorized,        20 EA
              .080" aluminum, 24" x 24", excludes
              posts
2.PI3B.1.01   ET Cover -DC- Fence Total

2.PI3B.1.02   ET Cover -DC- Subsurface VOC Vapor
              Monitoring
2.PI3B.1.02   Removal of Monitoring Tubing                  24 hour
2.PI3B.1.02   Structural concrete, ready mix,               72 CF
              lightweight, 110 #/C.F., 3000 psi,
              includes local aggregate, sand, portland
              cement and water, excludes all additives
              and treatments
2.PI3B.1.02   Labor for refilling the shaft after tubing    12 hour
              removal
2.PI3B.1.02   Mobilization or demobilization, dozer,         2 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.PI3B.1.02   Directional drilling, small equipment to       5 EA
              300', not to exceed 12" dia, small unit
              mobilization to site, excluding cost of
              conduit
2.PI3B.1.02   Well Head, hand holes, precast concrete,       5 EA
              with concrete cover, 2' x 2' x 3' deep,
              excludes excavation, backfill and cast in
              place concrete
2.PI3B.1.02   Structural excavation for minor              2.5 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.PI3B.1.02   Valves, bronze, check, swing, regrinding       5 EA
              disc, threaded, class 150, 1/4"

2.PI3B.1.02   Cycle hauling(wait, load,travel, unload or    23 CY
              dump & return) time per cycle, excavated
              or borrow, loose cubic yards, 10 min
              wait/load/unload, 8 CY truck, cycle 6
              miles, 15 MPH, excludes loading
              equipment
2.PI3B.1.02   SVE - LLW Disposition                         23 CY
2.PI3B.1.02   Mobilization or demobilization, dozer,         4 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.PI3B.1.02   Pipe, steel, black, welded, 10" diameter,    250 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.PI3B.1.02   Pipe, steel, black, welded, 2" diameter,      1,050.00 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.PI3B.1.02   Structural concrete, ready mix, normal             15 CF
              weight, 3000 psi, includes local
              aggregate, sand, Portland cement and
              water, delivered, excludes all additives
              and treatments
2.PI3B.1.02   Structural concrete, placing, elevated             15 CF
              slab, pumped, less than 6" thick, includes
              vibrating, excludes material
2.PI3B.1.02   Bentonite clay, 50# bag, 1 per 10' of rod         230 EA

2.PI3B.1.02   Aggregate, sand, washed, for concrete,             1.7 CY
              loaded at the pit, includes material only

2.PI3B.1.02   Backfill, heavy soil, by hand, no                  16 CY
              compaction
2.PI3B.1.02   Pipe, stainless steel, butt weld, 1/4"        4,000.00 LF
              diameter, schedule 5, type 304, includes
              weld joint and clevis type hangers 10' OC

2.PI3B.1.02   Elbow, 90 Deg., stainless steel, long, butt        30 EA
              weld, 1/2", schedule 5, type 304,
              includes the weld machine
2.PI3B.1.02   Mud Dauber (monitoring port)                       30 EA
2.PI3B.1.02   ET Cover -DC- Subsurface VOC Vapor
              Monitoring Total

2.PI3B.1.03   ET Cover -DC- ET Cover
2.PI3B.1.03   Fine grading, select gravel, 6" deep,         1,984.00 SY
              hand grading, including compaction
2.PI3B.1.03   Cobble Material and Delivery                  2,011.00 TN
2.PI3B.1.03   Backfill, bulk, 6" to 12" lifts, dozer             993 CY
              backfilling
2.PI3B.1.03   Basecourse Material and Delivery              2,011.00 TN
2.PI3B.1.03   Backfill, bulk, 6" to 12" lifts, dozer             993 CY
              backfilling
2.PI3B.1.03   Compaction, 2 passes, 6" lifts, riding,           993 CY
              sheepsfoot or wobbly wheel roller
2.PI3B.1.03   Compaction, water for, 3000 gallon truck,         993 CY
              6 mile haul
2.PI3B.1.03   Borrow, common earth, 3 C.Y. bucket,              662 CY
              loading and/or spreading, front end
              loader, wheel-mounted
2.PI3B.1.03   Borrow, Topsoil, Retrieval and Drop             698 ton
2.PI3B.1.03   Soils for earthwork, common borrow,             872 CY
              spread with 200 H.P. dozer, includes
              load at pit and haul, 2 miles round trip,
              excludes compaction
2.PI3B.1.03   Fine grading, fine grade for small          1,984.00 SY
              irregular areas, to 15,000 S.Y.
2.PI3B.1.03   Geotextile Subsurface Drainage              1,984.00 SY
              Filtration, TRM , hand layed, ideal
              conditions
2.PI3B.1.03   Seeding, mechanical seeding, 215                 0.4 acre
              lb/acre
2.PI3B.1.03   Rent water truck, off highway, 6000              40 days
              gallon capacity - Rent per day
2.PI3B.1.03   Mobilization or demobilization, dozer,            6 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.PI3B.1.03   Field Non-Manual - JHRS                          803 hour
2.PI3B.1.03   Craft Distributable - Labor                 1,003.00 hour
2.PI3B.1.03   Craft Distributable - Materials             1,003.00 hour
2.PI3B.1.03   ET Cover -DC- ET Cover Total

2.PI3B.1      ET Cover - Direct Capital Costs Total

2.PI3B.2      ET Cover - Indirect Capital Costs
2.PI3B.2.01   ET Cover -IC- Design
2.PI3B.2.01   ET Mat Design                                     1 lsum
2.PI3B.2.01   ET Cover -IC- Design Total

2.PI3B.2.02   ET Cover -IC- Professional Management

2.PI3B.2.02   Professional Management                           1 lsum
2.PI3B.2.02   ET Cover -IC- Professional Management
              Total

2.PI3B.2.03   ET Cover -IC- Contingency
2.PI3B.2.03   Contingency - Cost 30%                            1 lsum
2.PI3B.2.03   Contingency - Schedule 10%                        1 lsum
2.PI3B.2.03   Contingency - TPRA 10%                            1 lsum
2.PI3B.2.03   ET Cover -IC- Contingency Total

2.PI3B.2      ET Cover - Indirect Capital Costs Total


2.PI3B.3      ET Cover - Direct O&M Costs
2.PI3B.3.01   ET Cover -DOM- Cover Maintenance &
              Inspections
2.PI3B.3.01   TDR Monitoring of ET Cover             1   EA
2.PI3B.3.01   TDR Moisture Monitoring (100 years)    1   lsum
2.PI3B.3.01   Site Maintenance for 100 years.        1   lsum
2.PI3B.3.01   Annual Long Term Monitoring Report -   1   lsum
              100 years
2.PI3B.3.01   ET Cover -DOM- Cover Maintenance &
              Inspections Total

2.PI3B.3.02   ET Cover -DOM- Subsurface VOC
              Monitoring
2.PI3B.3.02   Sub Surface Monitoring 30 years        1 lsum
2.PI3B.3.02   ET Cover -DOM- Subsurface VOC
              Monitoring Total

2.PI3B.3      ET Cover - Direct O&M Costs Total

2.PI3B.4      ET Cover - Indirect O&M Costs
2.PI3B.4.02   ET Cover -IOM- Professional
              Management
2.PI3B.4.02   Professional Management (years 31-     1 lsum
              100)
2.PI3B.4.02   Professional Management (years 1-30)   1 lsum

2.PI3B.4.02   ET Cover -IOM- Professional
              Management Total

2.PI3B.4.03   ET Cover -IOM- Contingency
2.PI3B.4.03   Contingency - Cost 30%                 1 lsum
2.PI3B.4.03   Contingency - Schedule 10%             1 lsum
2.PI3B.4.03   Contingency - TPRA 10%                 1 lsum
2.PI3B.4.03   ET Cover -IOM- Contingency Total

2.PI3B.4      ET Cover - Indirect O&M Costs Total

2.PI3B        Pits & Impoundments ET Cover Total

2.PI4B        Pits & Impoundments Soil Vapor
              Extraction
2.PI4B.1      SVE - Direct Capital Costs
2.PI4B.1.01   SVE -DC- Fence
2.PI4B.1.01   Fence, chain link industrial, aluminized     1,450.00 LF
              steel, 6 ga. wire, 2-1/2" posts @ 10' OC,
              8' high, includes excavation, in concrete,
              excludes barbed wire

2.PI4B.1.01   Fence, chain link industrial, galvanized          15 EA
              steel, add for corner post, 6 ga. wire, 2-
              1/2" posts @ 10' OC, 8' high, 3"
              diameter, includes excavation, in
              concrete
2.PI4B.1.01   Fence, chain link industrial, double swing         2 Opng
              gates, 8' high, 20' opening, includes
              excavation, posts & hardware in concrete

2.PI4B.1.01   Signs, stock, aluminum, reflectorized,            20 EA
              .080" aluminum, 24" x 24", excludes
              posts
2.PI4B.1.01   SVE -DC- Fence Total

2.PI4B.1.02   SVE -DC- Subsurface VOC Vapor
              Monitoring
2.PI4B.1.02   Removal of Monitoring Tubing                      24 hour
2.PI4B.1.02   Structural concrete, ready mix,                   72 CF
              lightweight, 110 #/C.F., 3000 psi,
              includes local aggregate, sand, portland
              cement and water, excludes all additives
              and treatments
2.PI4B.1.02   Labor for refilling the shaft after tubing        12 hour
              removal
2.PI4B.1.02   Mobilization or demobilization, dozer,             2 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.PI4B.1.02   Directional drilling, small equipment to           5 EA
              300', not to exceed 12" dia, small unit
              mobilization to site, excluding cost of
              conduit
2.PI4B.1.02   Well Head, hand holes, precast concrete,           5 EA
              with concrete cover, 2' x 2' x 3' deep,
              excludes excavation, backfill and cast in
              place concrete
2.PI4B.1.02   Structural excavation for minor                   2.5 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.PI4B.1.02   Valves, bronze, check, swing, regrinding           5 EA
              disc, threaded, class 150, 1/4"
2.PI4B.1.02   Cycle hauling(wait, load,travel, unload or         23 CY
              dump & return) time per cycle, excavated
              or borrow, loose cubic yards, 10 min
              wait/load/unload, 8 CY truck, cycle 6
              miles, 15 MPH, excludes loading
              equipment
2.PI4B.1.02   SVE - LLW Disposition                              23 CY
2.PI4B.1.02   Mobilization or demobilization, dozer,              4 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.PI4B.1.02   Pipe, steel, black, welded, 10" diameter,         250 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.PI4B.1.02   Pipe, steel, black, welded, 2" diameter,      1,050.00 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.PI4B.1.02   Structural concrete, ready mix, normal             15 CF
              weight, 3000 psi, includes local
              aggregate, sand, Portland cement and
              water, delivered, excludes all additives
              and treatments
2.PI4B.1.02   Structural concrete, placing, elevated             15 CF
              slab, pumped, less than 6" thick, includes
              vibrating, excludes material
2.PI4B.1.02   Bentonite clay, 50# bag, 1 per 10' of rod         230 EA

2.PI4B.1.02   Aggregate, sand, washed, for concrete,             1.7 CY
              loaded at the pit, includes material only

2.PI4B.1.02   Backfill, heavy soil, by hand, no                  16 CY
              compaction
2.PI4B.1.02   Pipe, stainless steel, butt weld, 1/4"        4,000.00 LF
              diameter, schedule 5, type 304, includes
              weld joint and clevis type hangers 10' OC

2.PI4B.1.02   Elbow, 90 Deg., stainless steel, long, butt        30 EA
              weld, 1/2", schedule 5, type 304,
              includes the weld machine
2.PI4B.1.02   Mud Dauber (monitoring port)                       30 EA
2.PI4B.1.02   SVE -DC- Subsurface VOC Vapor
              Monitoring Total

2.PI4B.1.03   SVE -DC- SVE Active Installation
2.PI4B.1.03   SVE Unit - Contractors Price                        1 ea
2.PI4B.1.03   Project Geologist                             120   hour
2.PI4B.1.03   Field Technician                              120   hour
2.PI4B.1.03   Radiological Control Technician               120   hour
2.PI4B.1.03   Health and Safety Officer - Site              120   hour
2.PI4B.1.03   Project Engineer - Readiness                   10   hour
2.PI4B.1.03   Project Manager                                30   hour
2.PI4B.1.03   Health and Safety Officer - Readiness          10   hour

2.PI4B.1.03   Project Scientist - Readiness                  10 hour
2.PI4B.1.03   Health and Safety Officer - Readiness          10 hour

2.PI4B.1.03   Health and Safety Officer - Site              37.5 hour
2.PI4B.1.03   SVE Piping Equipment (1 per extraction           3 ea
              borehole)
2.PI4B.1.03   Well Heads, hand holes, precast                 3 EA
              concrete, with concrete cover, 2' x 2' x 3'
              deep, excludes excavation, backfill and
              cast in place concrete
2.PI4B.1.03   Structural excavation for minor                1.5 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.PI4B.1.03   Cycle hauling(wait, load,travel, unload or     9.3 CY
              dump & return) time per cycle, excavated
              or borrow, loose cubic yards, 10 min
              wait/load/unload, 8 CY truck, cycle 4
              miles, 15 MPH, no loading equipment

2.PI4B.1.03   SVE - LLW Disposition                           1 CY
2.PI4B.1.03   Directional drilling, small equipment to        3 EA
              300', not to exceed 12" dia, small unit
              mobilization to site, excluding cost of
              conduit
2.PI4B.1.03   Pipe, steel, black, welded, 10" diameter,     150 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.PI4B.1.03   Pipe, steel, black, welded, 2" diameter,      630 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.PI4B.1.03   Structural concrete, ready mix, normal          9 CF
              weight, 3000 psi, includes local
              aggregate, sand, Portland cement and
              water, delivered, excludes all additives
              and treatments
2.PI4B.1.03   Structural concrete, placing, elevated              9 CF
              slab, pumped, less than 6" thick, includes
              vibrating, excludes material
2.PI4B.1.03   Structural excavation for minor                    1.5 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.PI4B.1.03   Fine grading, select gravel, 6" deep,         1,984.00 SY
              hand grading, including compaction
2.PI4B.1.03   Seeding, mechanical seeding, 215                   0.4 acre
              lb/acre
2.PI4B.1.03   Rent water truck, off highway, 6000                40 days
              gallon capacity - Rent per day
2.PI4B.1.03   Field Non-Manual - JHRS                       2,763.00 hour
2.PI4B.1.03   Craft Distributable - Labor                   3,454.00 hour
2.PI4B.1.03   Craft Distributable - Materials               3,454.00 hour
2.PI4B.1.03   SVE -DC- SVE Active Installation Total


2.PI4B.1.04   SVE -DC- SVE Passive Installation
2.PI4B.1.04   Project Geologist                                 600   hour
2.PI4B.1.04   Field Technician                                  600   hour
2.PI4B.1.04   Radiological Control Technician                   600   hour
2.PI4B.1.04   Health and Safety Officer - Site                  600   hour
2.PI4B.1.04   Project Engineer - Readiness                       50   hour
2.PI4B.1.04   Project Manager                                   150   hour
2.PI4B.1.04   Health and Safety Officer - Readiness              50   hour

2.PI4B.1.04   Project Scientist - Readiness                      50 hour
2.PI4B.1.04   Health and Safety Officer - Readiness              50 hour

2.PI4B.1.04   Health and Safety Officer - Site                  188 hour
2.PI4B.1.04   Well Heads, hand holes, precast                    15 EA
              concrete, with concrete cover, 2' x 2' x 3'
              deep, excludes excavation, backfill and
              cast in place concrete
2.PI4B.1.04   Directional drilling, small equipment to           15 EA
              300', not to exceed 12" dia, small unit
              mobilization to site, excluding cost of
              conduit
2.PI4B.1.04   Pipe, steel, black, welded, 10" diameter,         750 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.PI4B.1.04   Pipe, steel, black, welded, 2" diameter,     3,150.00 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.PI4B.1.04   Structural concrete, ready mix, normal            45 CF
              weight, 3000 psi, includes local
              aggregate, sand, Portland cement and
              water, delivered, excludes all additives
              and treatments
2.PI4B.1.04   Structural concrete, placing, elevated            45 CF
              slab, pumped, less than 6" thick, includes
              vibrating, excludes material
2.PI4B.1.04   Cycle hauling(wait, load,travel, unload or        47 CY
              dump & return) time per cycle, excavated
              or borrow, loose cubic yards, 10 min
              wait/load/unload, 8 CY truck, cycle 4
              miles, 15 MPH, no loading equipment

2.PI4B.1.04   SVE - LLW Disposition                              1 CY
2.PI4B.1.04   SVE -DC- SVE Passive Installation Total


2.PI4B.1      SVE - Direct Capital Costs Total

2.PI4B.2      SVE - Indirect Capital Costs
2.PI4B.2.01   SVE -IC- Design
2.PI4B.2.01   SVE Design                                         1 lsum
2.PI4B.2.01   SVE -IC- Design Total

2.PI4B.2.02   SVE -IC- Professional Management
2.PI4B.2.02   Professional Management                            1 lsum
2.PI4B.2.02   SVE -IC- Professional Management
              Total

2.PI4B.2.03   SVE -IC- Contingency
2.PI4B.2.03   Contingency - Cost 30%                             1 lsum
2.PI4B.2.03   Contingency - Schedule 10%                         1 lsum
2.PI4B.2.03   Contingency - TPRA 10%                             1 lsum
2.PI4B.2.03   SVE -IC- Contingency Total

2.PI4B.2      SVE - Indirect Capital Costs Total

2.PI4B.3      SVE - Direct O&M Costs
2.PI4B.3.01   SVE -DOM- Cover Maintenance &
              Inspections
2.PI4B.3.01   Site Maintenance for 100 years.        1 lsum
2.PI4B.3.01   Annual Long Term Monitoring Report -   1 lsum
              100 years
2.PI4B.3.01   SVE -DOM- Cover Maintenance &
              Inspections Total

2.PI4B.3.02   SVE -DOM- Subsurface VOC Monitoring

2.PI4B.3.02   Sub Surface Monitoring 30 years        1 lsum
2.PI4B.3.02   SVE -DOM- Subsurface VOC Monitoring
              Total

2.PI4B.3.03   SVE -DOM- Active Monitoring &
              Operation
2.PI4B.3.03   Active SVE Monitoring (3 years)        1 lsum
2.PI4B.3.03   Active SVE Operation (3 years)         1 lsum
2.PI4B.3.03   SVE -DOM- Active Monitoring &
              Operation Total

2.PI4B.3.04   SVE -DOM- Passive Monitoring &
              Operation
2.PI4B.3.04   Passive SVE Monitoring (27 Years)      1 lsum
2.PI4B.3.04   SVE -DOM- Passive Monitoring &
              Operation Total

2.PI4B.3      SVE - Direct O&M Costs Total

2.PI4B.4      SVE - Indirect O&M Costs
2.PI4B.4.02   SVE -IOM- Professional Management

2.PI4B.4.02   Professional Management (0-3 Years)    1 lsum

2.PI4B.4.02   Professional Management (4-30 Years)   1 lsum

2.PI4B.4.02   Professional Management (31-100        1 lsum
              Years)
2.PI4B.4.02   SVE -IOM- Professional Management
              Total

2.PI4B.4.03   SVE -IOM- Contingency
2.PI4B.4.03   Contingency - Cost 30%                 1 lsum
2.PI4B.4.03   Contingency - Schedule 10%             1 lsum
2.PI4B.4.03   Contingency - TPRA 10%                 1 lsum
2.PI4B.4.03   SVE -IOM- Contingency Total
2.PI4B.4      SVE - Indirect O&M Costs Total

2.PI4B        Pits & Impoundments Soil Vapor
              Extraction Total

2.PI4C        Pits & Impoundments In Situ Vitrificaiton

2.PI4C.1      Vitrification - Direct Capital Costs
2.PI4C.1.01   Vitrification -DC- Fence
2.PI4C.1.01   Fence, chain link industrial, aluminized     1,450.00 LF
              steel, 6 ga. wire, 2-1/2" posts @ 10' OC,
              8' high, includes excavation, in concrete,
              excludes barbed wire

2.PI4C.1.01   Fence, chain link industrial, galvanized          15 EA
              steel, add for corner post, 6 ga. wire, 2-
              1/2" posts @ 10' OC, 8' high, 3"
              diameter, includes excavation, in
              concrete
2.PI4C.1.01   Fence, chain link industrial, double swing         2 Opng
              gates, 8' high, 20' opening, includes
              excavation, posts & hardware in concrete

2.PI4C.1.01   Signs, stock, aluminum, reflectorized,            20 EA
              .080" aluminum, 24" x 24", excludes
              posts
2.PI4C.1.01   Fine grading, fine grade for small           1,984.00 SY
              irregular areas, to 15,000 S.Y.
2.PI4C.1.01   Geotextile Subsurface Drainage               1,984.00 SY
              Filtration, TRM , hand layed, ideal
              conditions
2.PI4C.1.01   Seeding, mechanical seeding, 215                  0.4 acre
              lb/acre
2.PI4C.1.01   Rent water truck, off highway, 6000               40 days
              gallon capacity - Rent per day
2.PI4C.1.01   Vitrification -DC- Fence Total

2.PI4C.1.02   Vitrification -DC- Subsurface VOC Vapor
              Monitoring
2.PI4C.1.02   Removal of Monitoring Tubing                      24 hour
2.PI4C.1.02   Structural concrete, ready mix,                   72 CF
              lightweight, 110 #/C.F., 3000 psi,
              includes local aggregate, sand, portland
              cement and water, excludes all additives
              and treatments
2.PI4C.1.02   Labor for refilling the shaft after tubing        12 hour
              removal
2.PI4C.1.02   Mobilization or demobilization, dozer,             2 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.PI4C.1.02   Directional drilling, small equipment to           5 EA
              300', not to exceed 12" dia, small unit
              mobilization to site, excluding cost of
              conduit
2.PI4C.1.02   Well Head, hand holes, precast concrete,           5 EA
              with concrete cover, 2' x 2' x 3' deep,
              excludes excavation, backfill and cast in
              place concrete
2.PI4C.1.02   Structural excavation for minor                   2.5 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.PI4C.1.02   Valves, bronze, check, swing, regrinding           5 EA
              disc, threaded, class 150, 1/4"

2.PI4C.1.02   Cycle hauling(wait, load,travel, unload or        23 CY
              dump & return) time per cycle, excavated
              or borrow, loose cubic yards, 10 min
              wait/load/unload, 8 CY truck, cycle 6
              miles, 15 MPH, excludes loading
              equipment
2.PI4C.1.02   SVE - LLW Disposition                             23 CY
2.PI4C.1.02   Mobilization or demobilization, dozer,             4 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.PI4C.1.02   Pipe, steel, black, welded, 10" diameter,        250 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.PI4C.1.02   Pipe, steel, black, welded, 2" diameter,     1,050.00 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.PI4C.1.02   Structural concrete, ready mix, normal            15 CF
              weight, 3000 psi, includes local
              aggregate, sand, Portland cement and
              water, delivered, excludes all additives
              and treatments
2.PI4C.1.02   Structural concrete, placing, elevated            15 CF
              slab, pumped, less than 6" thick, includes
              vibrating, excludes material
2.PI4C.1.02   Bentonite clay, 50# bag, 1 per 10' of rod         230 EA

2.PI4C.1.02   Aggregate, sand, washed, for concrete,             1.7 CY
              loaded at the pit, includes material only

2.PI4C.1.02   Backfill, heavy soil, by hand, no                  16 CY
              compaction
2.PI4C.1.02   Pipe, stainless steel, butt weld, 1/4"        4,000.00 LF
              diameter, schedule 5, type 304, includes
              weld joint and clevis type hangers 10' OC

2.PI4C.1.02   Elbow, 90 Deg., stainless steel, long, butt        30 EA
              weld, 1/2", schedule 5, type 304,
              includes the weld machine
2.PI4C.1.02   Mud Dauber (monitoring port)                       30 EA
2.PI4C.1.02   Vitrification -DC- Subsurface VOC Vapor
              Monitoring Total

2.PI4C.1.03   Vitrification -DC- Vitrification
2.PI4C.1.03   In-Situ Vitrification                         4,350.00   CY
2.PI4C.1.03   Field Non-Manual - JHRS                            692   hour
2.PI4C.1.03   Craft Distributable - Labor                        865   hour
2.PI4C.1.03   Craft Distributable - Materials                    865   hour
2.PI4C.1.03   Vitrification -DC- Vitrification Total

2.PI4C.1      Vitrification - Direct Capital Costs Total


2.PI4C.2      Vitrification - Indirect Capital Costs
2.PI4C.2.01   Vitrification -IC- Design
2.PI4C.2.01   Vitrification Design                                1 ea
2.PI4C.2.01   Vitrification -IC- Design Total

2.PI4C.2.02   Vitrification -IC- Professional
              Management
2.PI4C.2.02   Professional Management                             1 lsum
2.PI4C.2.02   Vitrification -IC- Professional
              Management Total

2.PI4C.2.03   Vitrification -IC- Contingency
2.PI4C.2.03   Contingency - Cost 30%                              1 lsum
2.PI4C.2.03   Contingency - Schedule 10%                          1 lsum
2.PI4C.2.03   Contingency - TPRA 10%                              1 lsum
2.PI4C.2.03   Vitrification -IC- Contingency Total
2.PI4C.2      Vitrification - Indirect Capital Costs Total


2.PI4C.3      Vitrification - Direct O&M Costs
2.PI4C.3.01   Vitrification -DOM- Cover Maintenance &
              Inspections
2.PI4C.3.01   Site Maintenance for 100 years.                1 lsum
2.PI4C.3.01   Annual Long Term Monitoring Report -           1 lsum
              100 years
2.PI4C.3.01   Vitrification -DOM- Cover Maintenance &
              Inspections Total

2.PI4C.3.02   Vitrification -DOM- Sub Surface
              Monitoring
2.PI4C.3.02   Sub Surface Monitoring 30 years                1 lsum
2.PI4C.3.02   Vitrification -DOM- Sub Surface
              Monitoring Total

2.PI4C.3      Vitrification - Direct O&M Costs Total

2.PI4C.4      Vitrification - Indirect O&M Costs
2.PI4C.4.02   Vitrification -IOM- Professional
              Management
2.PI4C.4.02   Professional Management (0-30 Years)           1 lsum

2.PI4C.4.02   Professional Management (31-100                1 lsum
              Years)
2.PI4C.4.02   Vitrification -IOM- Professional
              Management Total

2.PI4C.4.03   Vitrification -IOM- Contingency
2.PI4C.4.03   Contingency - Cost 30%                         1 lsum
2.PI4C.4.03   Contingency - Schedule 10%                     1 lsum
2.PI4C.4.03   Contingency - TPRA 10%                         1 lsum
2.PI4C.4.03   Vitrification -IOM- Contingency Total

2.PI4C.4      Vitrification - Indirect O&M Costs Total


2.PI4C        Pits & Impoundments In Situ Vitrificaiton
              Total

2.PI5A        Pits & Impoundments Excavation
              w/Onsite Disposal
2.PI5A.1      On Site - Direct Capital Costs
2.PI5A.1.01   On Site -DC- Fence
2.PI5A.1.01   Fence, chain link industrial, aluminized     1,450.00 LF
              steel, 6 ga. wire, 2-1/2" posts @ 10' OC,
              8' high, includes excavation, in concrete,
              excludes barbed wire

2.PI5A.1.01   Fence, chain link industrial, galvanized          15 EA
              steel, add for corner post, 6 ga. wire, 2-
              1/2" posts @ 10' OC, 8' high, 3"
              diameter, includes excavation, in
              concrete
2.PI5A.1.01   Fence, chain link industrial, double swing         2 Opng
              gates, 8' high, 20' opening, includes
              excavation, posts & hardware in concrete

2.PI5A.1.01   Signs, stock, aluminum, reflectorized,            20 EA
              .080" aluminum, 24" x 24", excludes
              posts
2.PI5A.1.01   On Site -DC- Fence Total

2.PI5A.1.02   On Site -DC- Subsurface VOC Vapor
              Monitoring
2.PI5A.1.02   Removal of Monitoring Tubing                      24 hour
2.PI5A.1.02   Structural concrete, ready mix,                   72 CF
              lightweight, 110 #/C.F., 3000 psi,
              includes local aggregate, sand, portland
              cement and water, excludes all additives
              and treatments
2.PI5A.1.02   Labor for refilling the shaft after tubing        12
              removal
2.PI5A.1.02   Mobilization or demobilization, dozer,             2 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.PI5A.1.02   Directional drilling, small equipment to           5 EA
              300', not to exceed 12" dia, small unit
              mobilization to site, excluding cost of
              conduit
2.PI5A.1.02   Well Head, hand holes, precast concrete,           5 EA
              with concrete cover, 2' x 2' x 3' deep,
              excludes excavation, backfill and cast in
              place concrete
2.PI5A.1.02   Structural excavation for minor                   2.5 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.PI5A.1.02   Valves, bronze, check, swing, regrinding            5 EA
              disc, threaded, class 150, 1/4"

2.PI5A.1.02   Cycle hauling(wait, load,travel, unload or         23 CY
              dump & return) time per cycle, excavated
              or borrow, loose cubic yards, 10 min
              wait/load/unload, 8 CY truck, cycle 6
              miles, 15 MPH, excludes loading
              equipment
2.PI5A.1.02   SVE - LLW Disposition                              23 CY
2.PI5A.1.02   Mobilization or demobilization, dozer,              4 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.PI5A.1.02   Pipe, steel, black, welded, 10" diameter,         250 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.PI5A.1.02   Pipe, steel, black, welded, 2" diameter,      1,050.00 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.PI5A.1.02   Structural concrete, ready mix, normal             15 CF
              weight, 3000 psi, includes local
              aggregate, sand, Portland cement and
              water, delivered, excludes all additives
              and treatments
2.PI5A.1.02   Structural concrete, placing, elevated             15 CF
              slab, pumped, less than 6" thick, includes
              vibrating, excludes material
2.PI5A.1.02   Bentonite clay, 50# bag, 1 per 10' of rod         230 EA

2.PI5A.1.02   Aggregate, sand, washed, for concrete,             1.7 CY
              loaded at the pit, includes material only

2.PI5A.1.02   Backfill, heavy soil, by hand, no                  16 CY
              compaction
2.PI5A.1.02   Pipe, stainless steel, butt weld, 1/4"        4,000.00 LF
              diameter, schedule 5, type 304, includes
              weld joint and clevis type hangers 10' OC

2.PI5A.1.02   Elbow, 90 Deg., stainless steel, long, butt        30 EA
              weld, 1/2", schedule 5, type 304,
              includes the weld machine
2.PI5A.1.02   Mud Dauber (monitoring port)                       30 EA
2.PI5A.1.02   On Site -DC- Subsurface VOC Vapor
              Monitoring Total
2.PI5A.1.03   On Site -DC- Soil Excavation
2.PI5A.1.03   Excavating, 3/8 C.Y. excavator, 1' to 4'       1,733.00 CY
              deep, excludes sheeting or dewatering

2.PI5A.1.03   Excavating, by hand with pick and              1,196.00 CY
              shovel, 2' to 6' deep, light soil, excludes
              sheeting or dewatering
2.PI5A.1.03   Dozer D9 rip tuff material for processing      1,196.00 CY

2.PI5A.1.03   980 Frontend loader soil processing                537 CY
2.PI5A.1.03   825H High speed compactor                          537 CY
              (sheepsfoot) soil processing
2.PI5A.1.03   963 Hydraulic Excavator soil processing            537 CY

2.PI5A.1.03   Dozer D9 rental                                     0.3   MNTH
2.PI5A.1.03   Dozer D9 Scheduled Maintenance                      0.1   YR
2.PI5A.1.03   Dozer D9 Ripper replacement                           1   SET
2.PI5A.1.03   Dozer cutting edge replacement                        1   EA
2.PI5A.1.03   980, 7 cy frontend loader rental                    0.3   MNTH
2.PI5A.1.03   980 Loader: Scheduled Maintenance                   0.1   YR
2.PI5A.1.03   980-7cy loader bucket teeth                           1   EA
              replacement.
2.PI5A.1.03   825H High speed compactor                           0.1 MNTH
              (sheepsfoot) rental
2.PI5A.1.03   825H: Scheduled Maintenance                         0.1 YR
2.PI5A.1.03   963 Hydraulic Excavator rental                      0.3 MNTH
2.PI5A.1.03   963 Hydraulic Excavator : Scheduled                 0.1 YR
              Maintenance
2.PI5A.1.03   963 Hydraulic Excavator tip long                      1 EA
              replacement.
2.PI5A.1.03   Water wagon 1,000 gal tuff processing              151 CY

2.PI5A.1.03   Equipment only. Water wagon 1,000 gal              151 CY
              tuff processing
2.PI5A.1.03   Rock crusher plant rental                           0.1 MNTH
2.PI5A.1.03   Rock crusher plant : Scheduled                        1 EA
              Maintenance
2.PI5A.1.03   Screening plant rental                              0.3 MNTH
2.PI5A.1.03   Screening plant : Scheduled                           1 EA
              Maintenance
2.PI5A.1.03   Borrow, fill material only.                    1,794.00 ton
2.PI5A.1.03   Fill, from stockpile, 300 H.P. dozer, 2-1/2    1,733.00 CY
              C.Y., 300' haul, spread fill, with front-end
              loader, excludes compaction
2.PI5A.1.03   Backfill, structural, common earth, 80        1,733.00 CY
              H.P. dozer, 300' haul
2.PI5A.1.03   Water wagon 1,000 gal tuff processing         1,733.00 CY

2.PI5A.1.03   Geotextile soil stabilization, geotextile         373 SY
              fabric, woven, heavy duty, 600 lb. tensile
              strength
2.PI5A.1.03   Seeding, seeding utility mix with Bio-Sol,          4 Msf
              0.09 lb. per M.S.F., hydro-seeding

2.PI5A.1.03   Hydroseeding materials.                             1   lsum
2.PI5A.1.03   Broadcasting Mulch and Humate                       4   Msf
2.PI5A.1.03   Mulch and Humate materials.                         1   LS
2.PI5A.1.03   Excavating, 3/8 C.Y. excavator, 1' to 4'          578   CY
              deep, excludes sheeting or dewatering

2.PI5A.1.03   Excavating, by hand with pick and                 399 CY
              shovel, 2' to 6' deep, light soil, excludes
              sheeting or dewatering
2.PI5A.1.03   Dozer D9 rip tuff material for processing         399 CY

2.PI5A.1.03   980 Frontend loader soil processing               179 CY
2.PI5A.1.03   825H High speed compactor                         179 CY
              (sheepsfoot) soil processing
2.PI5A.1.03   963 Hydraulic Excavator soil processing           179 CY

2.PI5A.1.03   Dozer D9 rental                                     1   MNTH
2.PI5A.1.03   Dozer D9 Scheduled Maintenance                    0.2   YR
2.PI5A.1.03   Dozer D9 Ripper replacement                         1   SET
2.PI5A.1.03   Dozer cutting edge replacement                      1   EA
2.PI5A.1.03   980, 7 cy frontend loader rental                    1   MNTH
2.PI5A.1.03   980 Loader: Scheduled Maintenance                 0.2   YR
2.PI5A.1.03   980-7cy loader bucket teeth                         1   EA
              replacement.
2.PI5A.1.03   825H High speed compactor                           1 MNTH
              (sheepsfoot) rental
2.PI5A.1.03   825H: Scheduled Maintenance                       0.2 YR
2.PI5A.1.03   963 Hydraulic Excavator rental                      1 MNTH
2.PI5A.1.03   963 Hydraulic Excavator : Scheduled                 1 YR
              Maintenance
2.PI5A.1.03   963 Hydraulic Excavator tip long                    1 EA
              replacement.
2.PI5A.1.03   Water wagon 1,000 gal soil processing             179 CY

2.PI5A.1.03   Equipment only. Water wagon 1,000 gal             179 CY
              soil processing
2.PI5A.1.03   Rock crusher plant rental                      0.1 MNTH
2.PI5A.1.03   Rock crusher plant : Scheduled                   1 EA
              Maintenance
2.PI5A.1.03   Screening plant rental                         0.1 MNTH
2.PI5A.1.03   Screening plant : Scheduled                      1 EA
              Maintenance
2.PI5A.1.03   Borrow, fill material only.                    867 ton
2.PI5A.1.03   Fill, from stockpile, 300 H.P. dozer, 2-1/2    578 CY
              C.Y., 300' haul, spread fill, with front-end
              loader, excludes compaction

2.PI5A.1.03   Backfill, structural, common earth, 80         578 CY
              H.P. dozer, 300' haul
2.PI5A.1.03   Water wagon 1,000 gal tuff processing          578 CY

2.PI5A.1.03   Geotextile soil stabilization, geotextile      124 SY
              fabric, woven, heavy duty, 600 lb. tensile
              strength
2.PI5A.1.03   Seeding, seeding utility mix with Bio-Sol,     1.1 Msf
              0.09 lb. per M.S.F., hydro-seeding

2.PI5A.1.03   Hydroseeding materials.                          1   lsum
2.PI5A.1.03   Broadcasting Mulch and Humate                  1.1   Msf
2.PI5A.1.03   Mulch and Humate materials.                      1   LS
2.PI5A.1.03   Excavating, 3/8 C.Y. excavator, 1' to 4'       289   CY
              deep, excludes sheeting or dewatering

2.PI5A.1.03   Excavating, by hand with pick and              200 CY
              shovel, 2' to 6' deep, light soil, excludes
              sheeting or dewatering
2.PI5A.1.03   Dozer D9 rip tuff material for processing      199 CY

2.PI5A.1.03   980 Frontend loader soil processing             90 CY
2.PI5A.1.03   825H High speed compactor                       90 CY
              (sheepsfoot) soil processing
2.PI5A.1.03   963 Hydraulic Excavator soil processing         90 CY

2.PI5A.1.03   Dozer D9 rental                                  1   MNTH
2.PI5A.1.03   Dozer D9 Scheduled Maintenance                 0.2   YR
2.PI5A.1.03   Dozer D9 Ripper replacement                      1   SET
2.PI5A.1.03   Dozer cutting edge replacement                   1   EA
2.PI5A.1.03   980, 7 cy frontend loader rental                 1   MNTH
2.PI5A.1.03   980 Loader: Scheduled Maintenance              0.2   YR
2.PI5A.1.03   980-7cy loader bucket teeth                      1   EA
              replacement.
2.PI5A.1.03   825H High speed compactor                             1 MNTH
              (sheepsfoot) rental
2.PI5A.1.03   825H: Scheduled Maintenance                          0.2 YR
2.PI5A.1.03   963 Hydraulic Excavator rental                         1 MNTH
2.PI5A.1.03   963 Hydraulic Excavator : Scheduled                    1 YR
              Maintenance
2.PI5A.1.03   963 Hydraulic Excavator tip long                      1 EA
              replacement.
2.PI5A.1.03   Water wagon 1,000 gal soil processing                90 CY

2.PI5A.1.03   Equipment only. Water wagon 1,000 gal                90 CY
              soil processing
2.PI5A.1.03   Rock crusher plant rental                            0.1 MNTH
2.PI5A.1.03   Rock crusher plant : Scheduled                         1 EA
              Maintenance
2.PI5A.1.03   Screening plant rental                               0.1 MNTH
2.PI5A.1.03   Screening plant : Scheduled                            1 EA
              Maintenance
2.PI5A.1.03   Borrow, fill material only.                         434 ton
2.PI5A.1.03   Fill, from stockpile, 300 H.P. dozer, 2-1/2         289 CY
              C.Y., 300' haul, spread fill, with front-end
              loader, excludes compaction

2.PI5A.1.03   Backfill, structural, common earth, 80              289 CY
              H.P. dozer, 300' haul
2.PI5A.1.03   Water wagon 1,000 gal tuff processing               289 CY

2.PI5A.1.03   Geotextile soil stabilization, geotextile            62 SY
              fabric, woven, heavy duty, 600 lb. tensile
              strength
2.PI5A.1.03   Seeding, seeding utility mix with Bio-Sol,           0.6 Msf
              0.09 lb. per M.S.F., hydro-seeding

2.PI5A.1.03   Hydroseeding materials.                                1   lsum
2.PI5A.1.03   Broadcasting Mulch and Humate                        0.6   Msf
2.PI5A.1.03   Mulch and Humate materials.                            1   LS
2.PI5A.1.03   Track out device                                       1   EA
2.PI5A.1.03   Clean out track out device.                            8   EA
2.PI5A.1.03   Rent toilet portable chemical                         10   mnth
2.PI5A.1.03   Chemical toilet cleaning.                             10   mnth
2.PI5A.1.03   Chemical toilet cleaning (labor)                      10   mnth
2.PI5A.1.03   Temporary, roads, excl surfacing.              11,511.00   SY
2.PI5A.1.03   Excavating, 3/8 C.Y. excavator, 1' to 4'             650   CY
              deep, excludes sheeting or dewatering
2.PI5A.1.03   Excavating, by hand with pick and             449 CY
              shovel, 2' to 6' deep, light soil, excludes
              sheeting or dewatering
2.PI5A.1.03   Dozer D9 rip tuff material for processing     449 CY

2.PI5A.1.03   980 Frontend loader soil processing           202 CY
2.PI5A.1.03   825H High speed compactor                     202 CY
              (sheepsfoot) soil processing
2.PI5A.1.03   963 Hydraulic Excavator soil processing       202 CY

2.PI5A.1.03   Dozer D9 Mobilization                           2   ea
2.PI5A.1.03   980 Loader Mobilization                         2   ea
2.PI5A.1.03   Screening plant, Mobilization                   2   ea
2.PI5A.1.03   963 Hydraulic Excavator Mobilization            2   ea
2.PI5A.1.03   Rock crusher plant, Mobilization                2   ea
2.PI5A.1.03   Rock crusher plant, Set up costs.               1   ea
2.PI5A.1.03   825H Mobilization                               2   ea
2.PI5A.1.03   Dozer D9 rental                                 1   MNTH
2.PI5A.1.03   Dozer D9 Scheduled Maintenance                0.2   YR
2.PI5A.1.03   Dozer D9 Ripper replacement                     1   SET
2.PI5A.1.03   Dozer cutting edge replacement                  1   EA
2.PI5A.1.03   980, 7 cy frontend loader rental                1   MNTH
2.PI5A.1.03   980 Loader: Scheduled Maintenance             0.2   YR
2.PI5A.1.03   980-7cy loader bucket teeth                     1   EA
              replacement.
2.PI5A.1.03   825H High speed compactor                       1 MNTH
              (sheepsfoot) rental
2.PI5A.1.03   825H: Scheduled Maintenance                   0.2 YR
2.PI5A.1.03   963 Hydraulic Excavator rental                  1 MNTH
2.PI5A.1.03   963 Hydraulic Excavator : Scheduled             1 YR
              Maintenance
2.PI5A.1.03   963 Hydraulic Excavator tip long                1 EA
              replacement.
2.PI5A.1.03   Water wagon 1,000 gal soil processing          90 CY

2.PI5A.1.03   Equipment only. Water wagon 1,000 gal          90 CY
              soil processing
2.PI5A.1.03   Rock crusher plant rental                     0.1 MNTH
2.PI5A.1.03   Rock crusher plant : Scheduled                  1 EA
              Maintenance
2.PI5A.1.03   Screening plant rental                        0.1 MNTH
2.PI5A.1.03   Screening plant : Scheduled                     1 EA
              Maintenance
2.PI5A.1.03   Borrow, fill material only.                   975 ton
2.PI5A.1.03   Fill, from stockpile, 300 H.P. dozer, 2-1/2         650 CY
              C.Y., 300' haul, spread fill, with front-end
              loader, excludes compaction

2.PI5A.1.03   Backfill, structural, common earth, 80              650 CY
              H.P. dozer, 300' haul
2.PI5A.1.03   Water wagon 1,000 gal tuff processing               650 CY

2.PI5A.1.03   Excavation permit                                     3 ea
2.PI5A.1.03   Geotextile soil stabilization, geotextile           140 SY
              fabric, woven, heavy duty, 600 lb. tensile
              strength
2.PI5A.1.03   Seeding, seeding utility mix with Bio-Sol,           1.4 Msf
              0.09 lb. per M.S.F., hydro-seeding

2.PI5A.1.03   Hydroseeding materials.                                1   lsum
2.PI5A.1.03   Broadcasting Mulch and Humate                        1.4   Msf
2.PI5A.1.03   Mulch and Humate materials.                            1   LS
2.PI5A.1.03   Fine grading, select gravel, 6" deep,           1,984.00   SY
              hand grading, including compaction
2.PI5A.1.03   Seeding, mechanical seeding, 215                     0.4 acre
              lb/acre
2.PI5A.1.03   Rent water truck, off highway, 6000                  40 days
              gallon capacity - Rent per day
2.PI5A.1.03   Field Non-Manual - JHRS                         9,398.00 hour
2.PI5A.1.03   Craft Distributable - Labor                    11,747.00 hour
2.PI5A.1.03   Craft Distributable - Materials                11,747.00 hour
2.PI5A.1.03   On Site -DC- Soil Excavation Total

2.PI5A.1.04   On Site -DC- On Site Treatment
2.PI5A.1.04   Mob/Demob VOC treatment plant.                        1    ea
2.PI5A.1.04   Processing VOC soil.                                780    tn
2.PI5A.1.04   Mob/Demob VOC treatment plant.                        1    ea
2.PI5A.1.04   Processing VOC soil.                                182    tn
2.PI5A.1.04   Mob/Demob VOC treatment plant.                        1    ea
2.PI5A.1.04   Processing VOC soil.                                131    tn
2.PI5A.1.04   Mob/Demob VOC treatment plant.                        1    ea
2.PI5A.1.04   Processing VOC soil.                                293    tn
2.PI5A.1.04   On Site -DC- On Site Treatment Total


2.PI5A.1.05   On Site -DC- Waste
2.PI5A.1.05   Waste container delivery.                            18 ea
2.PI5A.1.05   Waste container unload on site and                  359 ea
              handling during project.
2.PI5A.1.05   Waste containers.                        359 ea
2.PI5A.1.05   Fill waste containers.                   359 ea
2.PI5A.1.05   10% Mixed Waste, ship off site.          173 cy
              Packaging, Handling, Shipping and
              Disposal fees.
2.PI5A.1.05   29%: relocate/ stage containers mixed    151 ea
              waste, on-site disposal.
2.PI5A.1.05   30%: Fill waste containers with          156 ea
              processed VOC (Volitile Organic
              Compounds), on-site disposal.
2.PI5A.1.05   Trucking cost per 43,000 pound load       11 Trip
2.PI5A.1.05   Waste container delivery.                  7 ea
2.PI5A.1.05   Waste container unload on site and       120 ea
              handling during project.
2.PI5A.1.05   Waste containers.                        120 ea
2.PI5A.1.05   Fill waste containers.                   120 ea
2.PI5A.1.05   10% Mixed Waste, ship off site.           58 cy
              Packaging, Handling, Shipping and
              Disposal fees.
2.PI5A.1.05   29%: relocate/ stage containers mixed     52 ea
              waste, packaging for on-site disposal.

2.PI5A.1.05   30%: Fill waste containers with           50 ea
              processed VOC (Volitile Organic
              Compounds), on-site disposal.
2.PI5A.1.05   Trucking cost per 43,000 pound load        4 Trip
2.PI5A.1.05   Waste container delivery.                  3 ea
2.PI5A.1.05   Waste container unload on site and        63 ea
              handling during project.
2.PI5A.1.05   Waste containers.                         63 ea
2.PI5A.1.05   Fill waste containers.                    63 ea
2.PI5A.1.05   10% Mixed Waste, ship off site.           29 cy
              Packaging, Handling, Shipping and
              Disposal fees.
2.PI5A.1.05   29%: relocate/ stage containers mixed     26 ea
              waste, packaging for on-site disposal.

2.PI5A.1.05   30%: Fill waste containers with           26 ea
              processed VOC (Volitile Organic
              Compounds), on-site disposal.
2.PI5A.1.05   Trucking cost per 43,000 pound load        1 Trip
2.PI5A.1.05   Waste container delivery.                  7 ea
2.PI5A.1.05   Waste container unload on site and       135 ea
              handling during project.
2.PI5A.1.05   Waste containers.                        135 ea
2.PI5A.1.05   Fill waste containers.                   135 ea
2.PI5A.1.05   10% Mixed Waste, ship off site.          65 cy
              Packaging, Handling, Shipping and
              Disposal fees.
2.PI5A.1.05   29%: relocate/ stage containers mixed    57 ea
              waste, packaging for on-site disposal.

2.PI5A.1.05   30%: Fill waste containers with          59 ea
              processed VOC (Volitile Organic
              Compounds), on-site disposal.
2.PI5A.1.05   Trucking cost per 43,000 pound load       3 Trip
2.PI5A.1.05   On Site -DC- Waste Total

2.PI5A.1.06   On Site -DC- CAMU/RCRA
2.PI5A.1.06   CAMU/RCRA - Storage Area &               0.3 acre
              Permitting
2.PI5A.1.06   On Site -DC- CAMU/RCRA Total

2.PI5A.1      On Site - Direct Capital Costs Total

2.PI5A.2      On Site - Indirect Capital Costs
2.PI5A.2.01   On Site -IC- Design
2.PI5A.2.01   OnSite Disposal Design                    1 ea
2.PI5A.2.01   On Site -IC- Design Total

2.PI5A.2.02   On Site -IC- Professional Management

2.PI5A.2.02   Professional Management                   1 lsum
2.PI5A.2.02   On Site -IC- Professional Management
              Total

2.PI5A.2.03   On Site -IC- Contingency
2.PI5A.2.03   Contingency - Cost 30%                    1 lsum
2.PI5A.2.03   Contingency - Schedule 10%                1 lsum
2.PI5A.2.03   Contingency - TPRA 10%                    1 lsum
2.PI5A.2.03   On Site -IC- Contingency Total

2.PI5A.2      On Site - Indirect Capital Costs Total

2.PI5A.3      On Site - Direct O&M Costs
2.PI5A.3.01   On Site -DOM- Cover Maintenance &
              Inspections
2.PI5A.3.01   Site Maintenance for 100 years.           1 lsum
2.PI5A.3.01   Annual Long Term Monitoring Report -      1 lsum
              100 years
2.PI5A.3.01   On Site -DOM- Cover Maintenance &
              Inspections Total

2.PI5A.3.02   On Site -DOM- Subsurface VOC
              Monitoring
2.PI5A.3.02   Sub Surface Monitoring 30 years                    1 lsum
2.PI5A.3.02   On Site -DOM- Subsurface VOC
              Monitoring Total

2.PI5A.3      On Site - Direct O&M Costs Total

2.PI5A.4      On Site - Indirect O&M Costs
2.PI5A.4.02   On Site -IOM- Professional
              Management
2.PI5A.4.02   Professional Management ( 0-30 years)              1 lsum

2.PI5A.4.02   Professional Management (31-100                    1 lsum
              years)
2.PI5A.4.02   On Site -IOM- Professional
              Management Total

2.PI5A.4.03   On Site -IOM- Contingency
2.PI5A.4.03   Contingency - Cost 30%                             1 lsum
2.PI5A.4.03   Contingency - Schedule 10%                         1 lsum
2.PI5A.4.03   Contingency - TPRA 10%                             1 lsum
2.PI5A.4.03   On Site -IOM- Contingency Total

2.PI5A.4      On Site - Indirect O&M Costs Total

2.PI5A        Pits & Impoundments Excavation
              w/Onsite Disposal Total

2.PI5B        Pits & Impoundments Excavation
              w/Offsite Disposal
2.PI5B.1      Off Site - Direct Capital Costs
2.PI5B.1.01   Off Site -DC- Fence
2.PI5B.1.01   Fence, chain link industrial, aluminized     1,450.00 LF
              steel, 6 ga. wire, 2-1/2" posts @ 10' OC,
              8' high, includes excavation, in concrete,
              excludes barbed wire
2.PI5B.1.01   Fence, chain link industrial, galvanized     15 EA
              steel, add for corner post, 6 ga. wire, 2-
              1/2" posts @ 10' OC, 8' high, 3"
              diameter, includes excavation, in
              concrete
2.PI5B.1.01   Fence, chain link industrial, double swing    2 Opng
              gates, 8' high, 20' opening, includes
              excavation, posts & hardware in concrete

2.PI5B.1.01   Signs, stock, aluminum, reflectorized,       20 EA
              .080" aluminum, 24" x 24", excludes
              posts
2.PI5B.1.01   Off Site -DC- Fence Total

2.PI5B.1.02   Off Site -DC- Subsurface VOC Vapor
              Monitoring
2.PI5B.1.02   Removal of Monitoring Tubing                 24 hour
2.PI5B.1.02   Structural concrete, ready mix,              72 CF
              lightweight, 110 #/C.F., 3000 psi,
              includes local aggregate, sand, portland
              cement and water, excludes all additives
              and treatments
2.PI5B.1.02   Labor for refilling the shaft after tubing   12
              removal
2.PI5B.1.02   Mobilization or demobilization, dozer,        2 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.PI5B.1.02   Directional drilling, small equipment to      5 EA
              300', not to exceed 12" dia, small unit
              mobilization to site, excluding cost of
              conduit
2.PI5B.1.02   Well Head, hand holes, precast concrete,      5 EA
              with concrete cover, 2' x 2' x 3' deep,
              excludes excavation, backfill and cast in
              place concrete
2.PI5B.1.02   Structural excavation for minor              2.5 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.PI5B.1.02   Valves, bronze, check, swing, regrinding      5 EA
              disc, threaded, class 150, 1/4"
2.PI5B.1.02   Cycle hauling(wait, load,travel, unload or         23 CY
              dump & return) time per cycle, excavated
              or borrow, loose cubic yards, 10 min
              wait/load/unload, 8 CY truck, cycle 6
              miles, 15 MPH, excludes loading
              equipment
2.PI5B.1.02   SVE - LLW Disposition                              23 CY
2.PI5B.1.02   Mobilization or demobilization, dozer,              4 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.PI5B.1.02   Pipe, steel, black, welded, 10" diameter,         250 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.PI5B.1.02   Pipe, steel, black, welded, 2" diameter,      1,050.00 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.PI5B.1.02   Structural concrete, ready mix, normal             15 CF
              weight, 3000 psi, includes local
              aggregate, sand, Portland cement and
              water, delivered, excludes all additives
              and treatments
2.PI5B.1.02   Structural concrete, placing, elevated             15 CF
              slab, pumped, less than 6" thick, includes
              vibrating, excludes material
2.PI5B.1.02   Bentonite clay, 50# bag, 1 per 10' of rod         230 EA

2.PI5B.1.02   Aggregate, sand, washed, for concrete,             1.7 CY
              loaded at the pit, includes material only

2.PI5B.1.02   Backfill, heavy soil, by hand, no                  16 CY
              compaction
2.PI5B.1.02   Pipe, stainless steel, butt weld, 1/4"        4,000.00 LF
              diameter, schedule 5, type 304, includes
              weld joint and clevis type hangers 10' OC

2.PI5B.1.02   Elbow, 90 Deg., stainless steel, long, butt        30 EA
              weld, 1/2", schedule 5, type 304,
              includes the weld machine
2.PI5B.1.02   Mud Dauber (monitoring port)                       30 EA
2.PI5B.1.02   Off Site -DC- Subsurface VOC Vapor
              Monitoring Total

2.PI5B.1.03   Off Site -DC- Excavation
2.PI5B.1.03   Excavating, 3/8 C.Y. excavator, 1' to 4'       1,733.00 CY
              deep, excludes sheeting or dewatering

2.PI5B.1.03   Excavating, by hand with pick and              1,196.00 CY
              shovel, 2' to 6' deep, light soil, excludes
              sheeting or dewatering
2.PI5B.1.03   Dozer D9 rip tuff material for processing      1,196.00 CY

2.PI5B.1.03   980 Frontend loader soil processing                537 CY
2.PI5B.1.03   825H High speed compactor                          537 CY
              (sheepsfoot) soil processing
2.PI5B.1.03   963 Hydraulic Excavator soil processing            537 CY

2.PI5B.1.03   Dozer D9 rental                                     0.3   MNTH
2.PI5B.1.03   Dozer D9 Scheduled Maintenance                      0.1   YR
2.PI5B.1.03   Dozer D9 Ripper replacement                           1   SET
2.PI5B.1.03   Dozer cutting edge replacement                        1   EA
2.PI5B.1.03   980, 7 cy frontend loader rental                    0.3   MNTH
2.PI5B.1.03   980 Loader: Scheduled Maintenance                   0.1   YR
2.PI5B.1.03   980-7cy loader bucket teeth                           1   EA
              replacement.
2.PI5B.1.03   825H High speed compactor                           0.1 MNTH
              (sheepsfoot) rental
2.PI5B.1.03   825H: Scheduled Maintenance                         0.1 YR
2.PI5B.1.03   963 Hydraulic Excavator rental                      0.3 MNTH
2.PI5B.1.03   963 Hydraulic Excavator : Scheduled                   1 YR
              Maintenance
2.PI5B.1.03   963 Hydraulic Excavator tip long                      1 EA
              replacement.
2.PI5B.1.03   Water wagon 1,000 gal tuff processing              151 CY

2.PI5B.1.03   Equipment only. Water wagon 1,000 gal              151 CY
              tuff processing
2.PI5B.1.03   Rock crusher plant rental                           0.1 MNTH
2.PI5B.1.03   Rock crusher plant : Scheduled                        1 EA
              Maintenance
2.PI5B.1.03   Screening plant rental                              0.3 MNTH
2.PI5B.1.03   Screening plant : Scheduled                           1 EA
              Maintenance
2.PI5B.1.03   Borrow, fill material only.                    1,794.00 ton
2.PI5B.1.03   Fill, from stockpile, 300 H.P. dozer, 2-1/2    1,733.00 CY
              C.Y., 300' haul, spread fill, with front-end
              loader, excludes compaction

2.PI5B.1.03   Backfill, structural, common earth, 80         1,733.00 CY
              H.P. dozer, 300' haul
2.PI5B.1.03   Water wagon 1,000 gal tuff processing         1,733.00 CY

2.PI5B.1.03   Geotextile soil stabilization, geotextile         373 SY
              fabric, woven, heavy duty, 600 lb. tensile
              strength
2.PI5B.1.03   Seeding, seeding utility mix with Bio-Sol,          4 Msf
              0.09 lb. per M.S.F., hydro-seeding

2.PI5B.1.03   Hydroseeding materials.                             1   lsum
2.PI5B.1.03   Broadcasting Mulch and Humate                       4   Msf
2.PI5B.1.03   Mulch and Humate materials.                         1   LS
2.PI5B.1.03   Excavating, 3/8 C.Y. excavator, 1' to 4'          578   CY
              deep, excludes sheeting or dewatering

2.PI5B.1.03   Excavating, by hand with pick and                 399 CY
              shovel, 2' to 6' deep, light soil, excludes
              sheeting or dewatering
2.PI5B.1.03   Dozer D9 rip tuff material for processing         399 CY

2.PI5B.1.03   980 Frontend loader soil processing               179 CY
2.PI5B.1.03   825H High speed compactor                         179 CY
              (sheepsfoot) soil processing
2.PI5B.1.03   963 Hydraulic Excavator soil processing           179 CY

2.PI5B.1.03   Dozer D9 rental                                     1   MNTH
2.PI5B.1.03   Dozer D9 Scheduled Maintenance                    0.2   YR
2.PI5B.1.03   Dozer D9 Ripper replacement                         1   SET
2.PI5B.1.03   Dozer cutting edge replacement                      1   EA
2.PI5B.1.03   980, 7 cy frontend loader rental                    1   MNTH
2.PI5B.1.03   980 Loader: Scheduled Maintenance                 0.2   YR
2.PI5B.1.03   980-7cy loader bucket teeth                         1   EA
              replacement.
2.PI5B.1.03   825H High speed compactor                           1 MNTH
              (sheepsfoot) rental
2.PI5B.1.03   825H: Scheduled Maintenance                       0.2 YR
2.PI5B.1.03   963 Hydraulic Excavator rental                      1 MNTH
2.PI5B.1.03   963 Hydraulic Excavator : Scheduled                 1 YR
              Maintenance
2.PI5B.1.03   963 Hydraulic Excavator tip long                    1 EA
              replacement.
2.PI5B.1.03   Water wagon 1,000 gal soil processing             179 CY

2.PI5B.1.03   Equipment only. Water wagon 1,000 gal             179 CY
              soil processing
2.PI5B.1.03   Rock crusher plant rental                         0.1 MNTH
2.PI5B.1.03   Rock crusher plant : Scheduled                   1 EA
              Maintenance
2.PI5B.1.03   Screening plant rental                         0.1 MNTH
2.PI5B.1.03   Screening plant : Scheduled                      1 EA
              Maintenance
2.PI5B.1.03   Borrow, fill material only.                    867 ton
2.PI5B.1.03   Fill, from stockpile, 300 H.P. dozer, 2-1/2    578 CY
              C.Y., 300' haul, spread fill, with front-end
              loader, excludes compaction

2.PI5B.1.03   Backfill, structural, common earth, 80         578 CY
              H.P. dozer, 300' haul
2.PI5B.1.03   Water wagon 1,000 gal tuff processing          578 CY

2.PI5B.1.03   Geotextile soil stabilization, geotextile      124 SY
              fabric, woven, heavy duty, 600 lb. tensile
              strength
2.PI5B.1.03   Seeding, seeding utility mix with Bio-Sol,     1.1 Msf
              0.09 lb. per M.S.F., hydro-seeding

2.PI5B.1.03   Hydroseeding materials.                          1   lsum
2.PI5B.1.03   Broadcasting Mulch and Humate                  1.1   Msf
2.PI5B.1.03   Mulch and Humate materials.                      1   LS
2.PI5B.1.03   Excavating, 3/8 C.Y. excavator, 1' to 4'       289   CY
              deep, excludes sheeting or dewatering

2.PI5B.1.03   Excavating, by hand with pick and              200 CY
              shovel, 2' to 6' deep, light soil, excludes
              sheeting or dewatering
2.PI5B.1.03   Dozer D9 rip tuff material for processing      199 CY

2.PI5B.1.03   980 Frontend loader soil processing             90 CY
2.PI5B.1.03   825H High speed compactor                       90 CY
              (sheepsfoot) soil processing
2.PI5B.1.03   963 Hydraulic Excavator soil processing         90 CY

2.PI5B.1.03   Dozer D9 rental                                  1   MNTH
2.PI5B.1.03   Dozer D9 Scheduled Maintenance                 0.2   YR
2.PI5B.1.03   Dozer D9 Ripper replacement                      1   SET
2.PI5B.1.03   Dozer cutting edge replacement                   1   EA
2.PI5B.1.03   980, 7 cy frontend loader rental                 1   MNTH
2.PI5B.1.03   980 Loader: Scheduled Maintenance              0.2   YR
2.PI5B.1.03   980-7cy loader bucket teeth                      1   EA
              replacement.
2.PI5B.1.03   825H High speed compactor                        1 MNTH
              (sheepsfoot) rental
2.PI5B.1.03   825H: Scheduled Maintenance                          0.2 YR
2.PI5B.1.03   963 Hydraulic Excavator rental                         1 MNTH
2.PI5B.1.03   963 Hydraulic Excavator : Scheduled                    1 YR
              Maintenance
2.PI5B.1.03   963 Hydraulic Excavator tip long                      1 EA
              replacement.
2.PI5B.1.03   Water wagon 1,000 gal soil processing                90 CY

2.PI5B.1.03   Equipment only. Water wagon 1,000 gal                90 CY
              soil processing
2.PI5B.1.03   Rock crusher plant rental                            0.1 MNTH
2.PI5B.1.03   Rock crusher plant : Scheduled                         1 EA
              Maintenance
2.PI5B.1.03   Screening plant rental                               0.1 MNTH
2.PI5B.1.03   Screening plant : Scheduled                            1 EA
              Maintenance
2.PI5B.1.03   Borrow, fill material only.                         434 ton
2.PI5B.1.03   Fill, from stockpile, 300 H.P. dozer, 2-1/2         289 CY
              C.Y., 300' haul, spread fill, with front-end
              loader, excludes compaction

2.PI5B.1.03   Backfill, structural, common earth, 80              289 CY
              H.P. dozer, 300' haul
2.PI5B.1.03   Water wagon 1,000 gal tuff processing               289 CY

2.PI5B.1.03   Geotextile soil stabilization, geotextile            62 SY
              fabric, woven, heavy duty, 600 lb. tensile
              strength
2.PI5B.1.03   Seeding, seeding utility mix with Bio-Sol,           0.6 Msf
              0.09 lb. per M.S.F., hydro-seeding

2.PI5B.1.03   Hydroseeding materials.                                1   lsum
2.PI5B.1.03   Broadcasting Mulch and Humate                        0.6   Msf
2.PI5B.1.03   Mulch and Humate materials.                            1   LS
2.PI5B.1.03   Track out device                                       1   EA
2.PI5B.1.03   Clean out track out device.                            8   EA
2.PI5B.1.03   Rent toilet portable chemical                         10   mnth
2.PI5B.1.03   Chemical toilet cleaning.                             10   mnth
2.PI5B.1.03   Chemical toilet cleaning (labor)                      10   mnth
2.PI5B.1.03   Temporary, roads, excl surfacing.              11,511.00   SY
2.PI5B.1.03   Excavating, 3/8 C.Y. excavator, 1' to 4'             650   CY
              deep, excludes sheeting or dewatering

2.PI5B.1.03   Excavating, by hand with pick and                   449 CY
              shovel, 2' to 6' deep, light soil, excludes
              sheeting or dewatering
2.PI5B.1.03   Dozer D9 rip tuff material for processing      449 CY

2.PI5B.1.03   980 Frontend loader soil processing            202 CY
2.PI5B.1.03   825H High speed compactor                      202 CY
              (sheepsfoot) soil processing
2.PI5B.1.03   963 Hydraulic Excavator soil processing        202 CY

2.PI5B.1.03   Dozer D9 Mobilization                            2   ea
2.PI5B.1.03   980 Loader Mobilization                          2   ea
2.PI5B.1.03   Screening plant, Mobilization                    2   ea
2.PI5B.1.03   963 Hydraulic Excavator Mobilization             2   ea
2.PI5B.1.03   Rock crusher plant, Mobilization                 2   ea
2.PI5B.1.03   Rock crusher plant, Set up costs.                1   ea
2.PI5B.1.03   825H Mobilization                                2   ea
2.PI5B.1.03   Dozer D9 rental                                  1   MNTH
2.PI5B.1.03   Dozer D9 Scheduled Maintenance                 0.2   YR
2.PI5B.1.03   Dozer D9 Ripper replacement                      1   SET
2.PI5B.1.03   Dozer cutting edge replacement                   1   EA
2.PI5B.1.03   980, 7 cy frontend loader rental                 1   MNTH
2.PI5B.1.03   980 Loader: Scheduled Maintenance              0.2   YR
2.PI5B.1.03   980-7cy loader bucket teeth                      1   EA
              replacement.
2.PI5B.1.03   825H High speed compactor                        1 MNTH
              (sheepsfoot) rental
2.PI5B.1.03   825H: Scheduled Maintenance                    0.2 YR
2.PI5B.1.03   963 Hydraulic Excavator rental                   1 MNTH
2.PI5B.1.03   963 Hydraulic Excavator : Scheduled              1 YR
              Maintenance
2.PI5B.1.03   963 Hydraulic Excavator tip long                 1 EA
              replacement.
2.PI5B.1.03   Water wagon 1,000 gal soil processing           90 CY

2.PI5B.1.03   Equipment only. Water wagon 1,000 gal           90 CY
              soil processing
2.PI5B.1.03   Rock crusher plant rental                      0.1 MNTH
2.PI5B.1.03   Rock crusher plant : Scheduled                   1 EA
              Maintenance
2.PI5B.1.03   Screening plant rental                         0.1 MNTH
2.PI5B.1.03   Screening plant : Scheduled                      1 EA
              Maintenance
2.PI5B.1.03   Borrow, fill material only.                    975 ton
2.PI5B.1.03   Fill, from stockpile, 300 H.P. dozer, 2-1/2    650 CY
              C.Y., 300' haul, spread fill, with front-end
              loader, excludes compaction
2.PI5B.1.03   Backfill, structural, common earth, 80            650 CY
              H.P. dozer, 300' haul
2.PI5B.1.03   Water wagon 1,000 gal tuff processing             650 CY

2.PI5B.1.03   Excavation permit                                   3 ea
2.PI5B.1.03   Geotextile soil stabilization, geotextile         140 SY
              fabric, woven, heavy duty, 600 lb. tensile
              strength
2.PI5B.1.03   Seeding, seeding utility mix with Bio-Sol,         1.4 Msf
              0.09 lb. per M.S.F., hydro-seeding

2.PI5B.1.03   Hydroseeding materials.                              1   lsum
2.PI5B.1.03   Broadcasting Mulch and Humate                      1.4   Msf
2.PI5B.1.03   Mulch and Humate materials.                          1   LS
2.PI5B.1.03   Rent water truck, off highway, 6000                 40   days
              gallon capacity - Rent per day
2.PI5B.1.03   Field Non-Manual - JHRS                       8,880.00 hour
2.PI5B.1.03   Craft Distributable - Labor                  11,100.00 hour
2.PI5B.1.03   Craft Distributable - Materials              11,100.00 hour
2.PI5B.1.03   Off Site -DC- Excavation Total

2.PI5B.1.04   Off Site -DC- Waste
2.PI5B.1.04   Waste container delivery.                          18 ea
2.PI5B.1.04   Waste container unload on site and                359 ea
              handling during project.
2.PI5B.1.04   Waste containers.                                  359 ea
2.PI5B.1.04   Fill waste containers.                             359 ea
2.PI5B.1.04   Waste, ship off site. Packaging,              1,196.00 cy
              Handling, Shipping and Disposal fees.

2.PI5B.1.04   Trucking cost per 43,000 pound load                72 Trip
2.PI5B.1.04   Waste container delivery.                           7 ea
2.PI5B.1.04   Waste container unload on site and                120 ea
              handling during project.
2.PI5B.1.04   Waste containers.                                 120 ea
2.PI5B.1.04   Fill waste containers.                            120 ea
2.PI5B.1.04   10% Mixed Waste, ship off site.                   399 cy
              Packaging, Handling, Shipping and
              Disposal fees.
2.PI5B.1.04   Trucking cost per 43,000 pound load                26 Trip
2.PI5B.1.04   Waste container delivery.                           3 ea
2.PI5B.1.04   Waste container unload on site and                 63 ea
              handling during project.
2.PI5B.1.04   Waste containers.                                  63 ea
2.PI5B.1.04   Fill waste containers.                             63 ea
2.PI5B.1.04   Waste, ship off site. Packaging,               200 cy
              Handling, Shipping and Disposal fees.

2.PI5B.1.04   Trucking cost per 43,000 pound load              7 Trip
2.PI5B.1.04   Waste container delivery.                        7 ea
2.PI5B.1.04   Waste container unload on site and             135 ea
              handling during project.
2.PI5B.1.04   Waste containers.                              135 ea
2.PI5B.1.04   Fill waste containers.                         135 ea
2.PI5B.1.04   Waste, ship off site. Packaging,               449 cy
              Handling, Shipping and Disposal fees.

2.PI5B.1.04   Trucking cost per 43,000 pound load             15 Trip
2.PI5B.1.04   Off Site -DC- Waste Total

2.PI5B.1      Off Site - Direct Capital Costs Total

2.PI5B.2      Off Site - Indirect Capital Costs
2.PI5B.2.01   Off Site -IC- Design
2.PI5B.2.01   Design                                           1 lsum
2.PI5B.2.01   Off Site -IC- Design Total

2.PI5B.2.02   Off Site -IC- Professional Management

2.PI5B.2.02   Professional Management (100 Years)              1 lsum

2.PI5B.2.02   Off Site -IC- Professional Management
              Total

2.PI5B.2.03   Off Site -IC- Contingency
2.PI5B.2.03   Contingency - Cost 30%                           1 lsum
2.PI5B.2.03   Contingency - Schedule 10%                       1 lsum
2.PI5B.2.03   Contingency - TPRA 10%                           1 lsum
2.PI5B.2.03   Off Site -IC- Contingency Total

2.PI5B.2      Off Site - Indirect Capital Costs Total

2.PI5B.3      On Site - Direct O&M Costs
2.PI5B.3.01   Off Site -DOM- Cover Maintenance &
              Inspections
2.PI5B.3.01   Site Maintenance for 100 years.           14,000.00 lsum
2.PI5B.3.01   Annual Long Term Monitoring Report -              1 lsum
              100 years
2.PI5B.3.01   Off Site -DOM- Cover Maintenance &
              Inspections Total
2.PI5B.3.02   On Site -DOM- Subsurface VOC
              Monitoring
2.PI5B.3.02   Sub Surface Monitoring 30 years                    1 lsum
2.PI5B.3.02   On Site -DOM- Subsurface VOC
              Monitoring Total

2.PI5B.3      On Site - Direct O&M Costs Total

2.PI5B.4      Off Site - Indirect O&M Costs
2.PI5B.4.02   Off Site -IOM- Professional
              Management
2.PI5B.4.02   Professional Management (0-30 years)               1 lsum

2.PI5B.4.02   Professional Management (31-100                    1 lsum
              years)
2.PI5B.4.02   Off Site -IOM- Professional
              Management Total

2.PI5B.4.03   Off Site -IOM- Contingency
2.PI5B.4.03   Contingency - Cost 30%                             1 lsum
2.PI5B.4.03   Contingency - Schedule 10%                         1 lsum
2.PI5B.4.03   Contingency - TPRA 10%                             1 lsum
2.PI5B.4.03   Off Site -IOM- Contingency Total

2.PI5B.4      Off Site - Indirect O&M Costs Total

2.PI5B        Pits & Impoundments Excavation
              w/Offsite Disposal Total

2.PI60        Pits & Impoundments Excavation w/ Ex
              Situ Treatment
2.PI60.1      Ex Situ - Direct Capital Costs
2.PI60.1.01   Ex Situ -DC- Fence
2.PI60.1.01   Fence, chain link industrial, aluminized     1,450.00 LF
              steel, 6 ga. wire, 2-1/2" posts @ 10' OC,
              8' high, includes excavation, in concrete,
              excludes barbed wire

2.PI60.1.01   Fence, chain link industrial, galvanized          15 EA
              steel, add for corner post, 6 ga. wire, 2-
              1/2" posts @ 10' OC, 8' high, 3"
              diameter, includes excavation, in
              concrete
2.PI60.1.01   Fence, chain link industrial, double swing         2 Opng
              gates, 8' high, 20' opening, includes
              excavation, posts & hardware in concrete

2.PI60.1.01   Signs, stock, aluminum, reflectorized,            20 EA
              .080" aluminum, 24" x 24", excludes
              posts
2.PI60.1.01   Fine grading, select gravel, 6" deep,        1,984.00 SY
              hand grading, including compaction
2.PI60.1.01   Geotextile Subsurface Drainage               1,984.00 SY
              Filtration, TRM , hand layed, ideal
              conditions
2.PI60.1.01   Seeding, mechanical seeding, 215                 0.4 acre
              lb/acre
2.PI60.1.01   Rent water truck, off highway, 6000               40 days
              gallon capacity - Rent per day
2.PI60.1.01   Ex Situ -DC- Fence Total

2.PI60.1.02   Ex Situ -DC- Subsurface VOC Vapor
              Monitoring
2.PI60.1.02   Removal of Monitoring Tubing                      24 hour
2.PI60.1.02   Structural concrete, ready mix,                   72 CF
              lightweight, 110 #/C.F., 3000 psi,
              includes local aggregate, sand, portland
              cement and water, excludes all additives
              and treatments
2.PI60.1.02   Labor for refilling the shaft after tubing        12
              removal
2.PI60.1.02   Mobilization or demobilization, dozer,             2 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.PI60.1.02   Directional drilling, small equipment to           5 EA
              300', not to exceed 12" dia, small unit
              mobilization to site, excluding cost of
              conduit
2.PI60.1.02   Well Head, hand holes, precast concrete,           5 EA
              with concrete cover, 2' x 2' x 3' deep,
              excludes excavation, backfill and cast in
              place concrete
2.PI60.1.02   Structural excavation for minor                  2.5 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.PI60.1.02   Valves, bronze, check, swing, regrinding           5 EA
              disc, threaded, class 150, 1/4"
2.PI60.1.02   Cycle hauling(wait, load,travel, unload or         23 CY
              dump & return) time per cycle, excavated
              or borrow, loose cubic yards, 10 min
              wait/load/unload, 8 CY truck, cycle 6
              miles, 15 MPH, excludes loading
              equipment
2.PI60.1.02   SVE - LLW Disposition                              23 CY
2.PI60.1.02   Mobilization or demobilization, dozer,              4 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.PI60.1.02   Pipe, steel, black, welded, 10" diameter,         250 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.PI60.1.02   Pipe, steel, black, welded, 2" diameter,      1,050.00 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.PI60.1.02   Structural concrete, ready mix, normal             15 CF
              weight, 3000 psi, includes local
              aggregate, sand, Portland cement and
              water, delivered, excludes all additives
              and treatments
2.PI60.1.02   Structural concrete, placing, elevated             15 CF
              slab, pumped, less than 6" thick, includes
              vibrating, excludes material
2.PI60.1.02   Bentonite clay, 50# bag, 1 per 10' of rod         230 EA

2.PI60.1.02   Aggregate, sand, washed, for concrete,             1.7 CY
              loaded at the pit, includes material only

2.PI60.1.02   Backfill, heavy soil, by hand, no                  16 CY
              compaction
2.PI60.1.02   Pipe, stainless steel, butt weld, 1/4"        4,000.00 LF
              diameter, schedule 5, type 304, includes
              weld joint and clevis type hangers 10' OC

2.PI60.1.02   Elbow, 90 Deg., stainless steel, long, butt        30 EA
              weld, 1/2", schedule 5, type 304,
              includes the weld machine
2.PI60.1.02   Mud Dauber (monitoring port)                       30 EA
2.PI60.1.02   Ex Situ -DC- Subsurface VOC Vapor
              Monitoring Total

2.PI60.1.03   Ex Situ -DC- Excavation
2.PI60.1.03   Excavating, by hand with pick and               2,243.00 CY
              shovel, 2' to 6' deep, light soil, excludes
              sheeting or dewatering
2.PI60.1.03   Dozer D9 rip tuff material for processing           897 CY

2.PI60.1.03   980 Frontend loader soil processing                 897 CY
2.PI60.1.03   825H High speed compactor                           897 CY
              (sheepsfoot) soil processing
2.PI60.1.03   963 Hydraulic Excavator soil processing             897 CY

2.PI60.1.03   Dozer D9 Mobilization                                  1   ea
2.PI60.1.03   980 Loader Mobilization                                1   ea
2.PI60.1.03   Screening plant, Mobilization                          2   ea
2.PI60.1.03   963 Hydraulic Excavator Mobilization                   2   ea
2.PI60.1.03   Rock crusher plant, Mobilization                       2   ea
2.PI60.1.03   Rock crusher plant, Set up costs.                      1   ea
2.PI60.1.03   825H Mobilization                                      2   ea
2.PI60.1.03   Borrow, fill material only.                          732   ton
2.PI60.1.03   Fill, from stockpile, 300 H.P. dozer, 2-1/2     3,250.00   CY
              C.Y., 300' haul, spread fill, with front-end
              loader, excludes compaction

2.PI60.1.03   Backfill, structural, common earth, 80          3,250.00 CY
              H.P. dozer, 300' haul
2.PI60.1.03   Water wagon 1,000 gal tuff processing           3,250.00 CY

2.PI60.1.03   Lister support                                       24 hour
2.PI60.1.03   Geotextile soil stabilization, geotextile           373 SY
              fabric, woven, heavy duty, 600 lb. tensile
              strength
2.PI60.1.03   Seeding, seeding utility mix with Bio-Sol,            4 Msf
              0.09 lb. per M.S.F., hydro-seeding

2.PI60.1.03   Hydroseeding materials.                                1   lsum
2.PI60.1.03   Broadcasting Mulch and Humate                          4   Msf
2.PI60.1.03   Mulch and Humate materials.                            1   LS
2.PI60.1.03   Field Non-Manual - JHRS                         2,977.00   hour
2.PI60.1.03   Craft Distributable - Labor                     3,722.00   hour
2.PI60.1.03   Craft Distributable - Materials                 3,722.00   hour
2.PI60.1.03   Ex Situ -DC- Excavation Total

2.PI60.1.04   Ex Situ -DC- Waste
2.PI60.1.04   Temporary, roads, excl surfacing.              13,256.00 SY
2.PI60.1.04   Waste container delivery.                              5 ea
2.PI60.1.04   Waste container unload on site and            98 ea
              handling during project.
2.PI60.1.04   Waste containers.                             98 ea
2.PI60.1.04   Fill waste containers.                        98 ea
2.PI60.1.04   10% Mixed Waste, ship off site.              325 cy
              Packaging, Handling, Shipping and
              Disposal fees.
2.PI60.1.04   Trucking cost per 43,000 pound load           49 Trip
2.PI60.1.04   Ex Situ -DC- Waste Total

2.PI60.1.05   Ex Situ -DC- Treatment
2.PI60.1.05   Soil Washing                             2,243.00 CY
2.PI60.1.05   Thermal Desorption                       2,243.00 CY
2.PI60.1.05   Ex Situ -DC- Treatment Total

2.PI60.1      Ex Situ - Direct Capital Costs Total

2.PI60.2      Ex Situ - Indirect Capital Costs
2.PI60.2.01   Ex Situ -IC- Design
2.PI60.2.01   Ex Situ Design                                 1 ea
2.PI60.2.01   Ex Situ -IC- Design Total

2.PI60.2.02   Ex Situ -IC- Professional Management

2.PI60.2.02   Professional Management                        1 lsum
2.PI60.2.02   Ex Situ -IC- Professional Management
              Total

2.PI60.2.03   Ex Situ -IC- Contingency
2.PI60.2.03   Contingency - Cost 30%                         1 lsum
2.PI60.2.03   Contingency - Schedule 10%                     1 lsum
2.PI60.2.03   Contingency - TPRA 10%                         1 lsum
2.PI60.2.03   Ex Situ -IC- Contingency Total

2.PI60.2      Ex Situ - Indirect Capital Costs Total

2.PI60.3      Ex Situ - Direct O&M Costs
2.PI60.3.01   Ex Situ -DOM- Cover Maintenance &
              Inspections
2.PI60.3.01   Site Maintenance for 100 years.                1 lsum
2.PI60.3.01   Annual Long Term Monitoring Report -           1 lsum
              100 years
2.PI60.3.01   Ex Situ -DOM- Cover Maintenance &
              Inspections Total
2.PI60.3.02   Ex Situ -DOM- Subsurface VOC
              Monitoring
2.PI60.3.02   Sub Surface Monitoring 30 years                    1 lsum
2.PI60.3.02   Ex Situ -DOM- Subsurface VOC
              Monitoring Total

2.PI60.3      Ex Situ - Direct O&M Costs Total

2.PI60.4      Ex Situ - Indirect O&M Costs
2.PI60.4.02   Ex Situ -IOM- Professional Management

2.PI60.4.02   Professional Management (0-30 Years)               1 lsum

2.PI60.4.02   Professional Management (31-100                    1 lsum
              Years)
2.PI60.4.02   Ex Situ -IOM- Professional Management
              Total

2.PI60.4.03   Ex Situ -IOM- Contingency
2.PI60.4.03   Contingency - Cost 30%                             1 lsum
2.PI60.4.03   Contingency - Schedule 10%                         1 lsum
2.PI60.4.03   Contingency - TPRA 10%                             1 lsum
2.PI60.4.03   Ex Situ -IOM- Contingency Total

2.PI60.4      Ex Situ - Indirect O&M Costs Total

2.PI60        Pits & Impoundments Excavation w/ Ex
              Situ Treatment Total

2.S03A        Shafts Vegetative Cover
2.S03A.1      Vegetative Cover - Direct Capital Costs

2.S03A.1.01   Vegetative Cover -DC- Fence
2.S03A.1.01   Fence, chain link industrial, aluminized     1,450.00 LF
              steel, 6 ga. wire, 2-1/2" posts @ 10' OC,
              8' high, includes excavation, in concrete,
              excludes barbed wire

2.S03A.1.01   Fence, chain link industrial, galvanized          15 EA
              steel, add for corner post, 6 ga. wire, 2-
              1/2" posts @ 10' OC, 8' high, 3"
              diameter, includes excavation, in
              concrete
2.S03A.1.01   Fence, chain link industrial, double swing    2 Opng
              gates, 8' high, 20' opening, includes
              excavation, posts & hardware in concrete

2.S03A.1.01   Signs, stock, aluminum, reflectorized,       20 EA
              .080" aluminum, 24" x 24", excludes
              posts
2.S03A.1.01   Vegetative Cover -DC- Fence Total

2.S03A.1.02   Vegetative Cover -DC- Subsurface VOC
              Vapor Monitoring
2.S03A.1.02   Removal of Monitoring Tubing                 24 hour
2.S03A.1.02   Structural concrete, ready mix,              72 CF
              lightweight, 110 #/C.F., 3000 psi,
              includes local aggregate, sand, portland
              cement and water, excludes all additives
              and treatments
2.S03A.1.02   Labor for refilling the shaft after tubing   12 hour
              removal
2.S03A.1.02   Mobilization or demobilization, dozer,        2 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.S03A.1.02   Directional drilling, small equipment to      5 EA
              300', not to exceed 12" dia, small unit
              mobilization to site, excluding cost of
              conduit
2.S03A.1.02   Well Head, hand holes, precast concrete,      5 EA
              with concrete cover, 2' x 2' x 3' deep,
              excludes excavation, backfill and cast in
              place concrete
2.S03A.1.02   Structural excavation for minor              2.5 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.S03A.1.02   Valves, bronze, check, swing, regrinding      5 EA
              disc, threaded, class 150, 1/4"

2.S03A.1.02   Cycle hauling(wait, load,travel, unload or   23 CY
              dump & return) time per cycle, excavated
              or borrow, loose cubic yards, 10 min
              wait/load/unload, 8 CY truck, cycle 6
              miles, 15 MPH, excludes loading
              equipment
2.S03A.1.02   SVE - LLW Disposition                        23 CY
2.S03A.1.02   Mobilization or demobilization, dozer,        4 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.S03A.1.02   Pipe, steel, black, welded, 10" diameter,         250 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.S03A.1.02   Pipe, steel, black, welded, 2" diameter,      1,050.00 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.S03A.1.02   Structural concrete, ready mix, normal             15 CF
              weight, 3000 psi, includes local
              aggregate, sand, Portland cement and
              water, delivered, excludes all additives
              and treatments
2.S03A.1.02   Structural concrete, placing, elevated             15 CF
              slab, pumped, less than 6" thick, includes
              vibrating, excludes material
2.S03A.1.02   Bentonite clay, 50# bag, 1 per 10' of rod         230 EA

2.S03A.1.02   Aggregate, sand, washed, for concrete,             1.7 CY
              loaded at the pit, includes material only

2.S03A.1.02   Backfill, heavy soil, by hand, no                  16 CY
              compaction
2.S03A.1.02   Pipe, stainless steel, butt weld, 1/4"        4,000.00 LF
              diameter, schedule 5, type 304, includes
              weld joint and clevis type hangers 10' OC

2.S03A.1.02   Elbow, 90 Deg., stainless steel, long, butt        30 EA
              weld, 1/2", schedule 5, type 304,
              includes the weld machine
2.S03A.1.02   Mud Dauber (monitoring port)                       30 EA
2.S03A.1.02   Vegetative Cover -DC- Subsurface VOC
              Vapor Monitoring Total

2.S03A.1.03   Vegetative Cover -DC- Vegetative Cover

2.S03A.1.03   Rent water truck, off highway, 6000                40 days
              gallon capacity - Rent per day
2.S03A.1.03   Fine grading, select gravel, 6" deep,         2,275.00 SY
              hand grading, including compaction
2.S03A.1.03   Basecourse Material and Delivery              1,528.00 TN
2.S03A.1.03   Backfill, bulk, 6" to 12" lifts, dozer             760 CY
              backfilling
2.S03A.1.03   Compaction, 2 passes, 6" lifts, riding,           760 CY
              sheepsfoot or wobbly wheel roller
2.S03A.1.03   Compaction, water for, 3000 gallon truck,       760 CY
              6 mile haul
2.S03A.1.03   Borrow, common earth, 3 C.Y. bucket,            380 CY
              loading and/or spreading, front end
              loader, wheel-mounted
2.S03A.1.03   Borrow, Topsoil, Retrieval and Drop             228 ton
2.S03A.1.03   Soils for earthwork, common borrow,             475 CY
              spread with 200 H.P. dozer, includes
              load at pit and haul, 2 miles round trip,
              excludes compaction
2.S03A.1.03   Fine grading, fine grade for small          2,275.00 SY
              irregular areas, to 15,000 S.Y.
2.S03A.1.03   Geotextile Subsurface Drainage              2,275.00 SY
              Filtration, TRM , hand layed, ideal
              conditions
2.S03A.1.03   Seeding, mechanical seeding, 215                0.5 acre
              lb/acre
2.S03A.1.03   Mobilization or demobilization, dozer,            6 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.S03A.1.03   Field Non-Manual - JHRS                         778 hour
2.S03A.1.03   Craft Distributable - Labor                     972 hour
2.S03A.1.03   Craft Distributable - Materials                 972 hour
2.S03A.1.03   Vegetative Cover -DC- Vegetative Cover
              Total

2.S03A.1      Vegetative Cover - Direct Capital Costs
              Total

2.S03A.2      Vegetative Cover - Indirect Capital Costs

2.S03A.2.01   Vegetative Cover -IC- Design
2.S03A.2.01   Vegative Mat Design                               1 ea
2.S03A.2.01   Vegetative Cover -IC- Design Total

2.S03A.2.02   Vegetative Cover -IC- Professional
              Management
2.S03A.2.02   Professional Management                           1 lsum
2.S03A.2.02   Vegetative Cover -IC- Professional
              Management Total

2.S03A.2.03   Vegetative Cover -IC- Contingency
2.S03A.2.03   Contingency - Cost 30%                            1 lsum
2.S03A.2.03   Contingency - Schedule 10%                        1 lsum
2.S03A.2.03   Contingency - TPRA 10%                            1 lsum
2.S03A.2.03   Vegetative Cover -IC- Contingency Total


2.S03A.2      Vegetative Cover - Indirect Capital Costs
              Total

2.S03A.3      Vegetative Cover - Direct O&M Costs
2.S03A.3.01   Vegetative Cover -DOM- Cover
              Maintenance & Inspections
2.S03A.3.01   Site Maintenance for 100 years.             1 lsum
2.S03A.3.01   Annual Long Term Monitoring Report -        1 lsum
              100 years
2.S03A.3.01   Vegetative Cover -DOM- Cover
              Maintenance & Inspections Total

2.S03A.3.02   Vegetative Cover -DOM- Subsurface
              VOC Monitoring
2.S03A.3.02   Sub Surface Monitoring 30 years             1 lsum
2.S03A.3.02   Vegetative Cover -DOM- Subsurface
              VOC Monitoring Total

2.S03A.3      Vegetative Cover - Direct O&M Costs
              Total

2.S03A.4      Vegetative Cover - Indirect O&M Costs

2.S03A.4.02   Vegetative Cover -IOM- Professional
              Management
2.S03A.4.02   Professional Management (0-30 years)        1 lsum

2.S03A.4.02   Professional Management (31-100             1 lsum
              years)
2.S03A.4.02   Vegetative Cover -IOM- Professional
              Management Total

2.S03A.4.03   Vegetative Cover -IOM- Contingency
2.S03A.4.03   Contingency - Cost 30%                      1 lsum
2.S03A.4.03   Contingency - Schedule 10%                  1 lsum
2.S03A.4.03   Contingency - TPRA 10%                      1 lsum
2.S03A.4.03   Vegetative Cover -IOM- Contingency
              Total

2.S03A.4      Vegetative Cover - Indirect O&M Costs
              Total

2.S03A        Shafts Vegetative Cover Total
2.S03B        Shafts ET Cover
2.S03B.1      ET Cover - Direct Capital Costs
2.S03B.1.01   ET Cover -DC- Fence
2.S03B.1.01   Fence, chain link industrial, aluminized     1,450.00 LF
              steel, 6 ga. wire, 2-1/2" posts @ 10' OC,
              8' high, includes excavation, in concrete,
              excludes barbed wire

2.S03B.1.01   Fence, chain link industrial, galvanized          15 EA
              steel, add for corner post, 6 ga. wire, 2-
              1/2" posts @ 10' OC, 8' high, 3"
              diameter, includes excavation, in
              concrete
2.S03B.1.01   Fence, chain link industrial, double swing         2 Opng
              gates, 8' high, 20' opening, includes
              excavation, posts & hardware in concrete

2.S03B.1.01   Signs, stock, aluminum, reflectorized,            20 EA
              .080" aluminum, 24" x 24", excludes
              posts
2.S03B.1.01   ET Cover -DC- Fence Total

2.S03B.1.02   ET Cover -DC- Subsurface VOC Vapor
              Monitoring
2.S03B.1.02   Removal of Monitoring Tubing                      24 hour
2.S03B.1.02   Structural concrete, ready mix,                   72 CF
              lightweight, 110 #/C.F., 3000 psi,
              includes local aggregate, sand, portland
              cement and water, excludes all additives
              and treatments
2.S03B.1.02   Labor for refilling the shaft after tubing        12 hour
              removal
2.S03B.1.02   Mobilization or demobilization, dozer,             2 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.S03B.1.02   Directional drilling, small equipment to           5 EA
              300', not to exceed 12" dia, small unit
              mobilization to site, excluding cost of
              conduit
2.S03B.1.02   Well Head, hand holes, precast concrete,           5 EA
              with concrete cover, 2' x 2' x 3' deep,
              excludes excavation, backfill and cast in
              place concrete
2.S03B.1.02   Structural excavation for minor                    2.5 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.S03B.1.02   Valves, bronze, check, swing, regrinding            5 EA
              disc, threaded, class 150, 1/4"

2.S03B.1.02   Cycle hauling(wait, load,travel, unload or         23 CY
              dump & return) time per cycle, excavated
              or borrow, loose cubic yards, 10 min
              wait/load/unload, 8 CY truck, cycle 6
              miles, 15 MPH, excludes loading
              equipment
2.S03B.1.02   SVE - LLW Disposition                              23 CY
2.S03B.1.02   Mobilization or demobilization, dozer,              4 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.S03B.1.02   Pipe, steel, black, welded, 10" diameter,         250 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.S03B.1.02   Pipe, steel, black, welded, 2" diameter,      1,050.00 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.S03B.1.02   Structural concrete, ready mix, normal             15 CF
              weight, 3000 psi, includes local
              aggregate, sand, Portland cement and
              water, delivered, excludes all additives
              and treatments
2.S03B.1.02   Structural concrete, placing, elevated             15 CF
              slab, pumped, less than 6" thick, includes
              vibrating, excludes material
2.S03B.1.02   Bentonite clay, 50# bag, 1 per 10' of rod         230 EA

2.S03B.1.02   Aggregate, sand, washed, for concrete,             1.7 CY
              loaded at the pit, includes material only

2.S03B.1.02   Backfill, heavy soil, by hand, no                  16 CY
              compaction
2.S03B.1.02   Pipe, stainless steel, butt weld, 1/4"        4,000.00 LF
              diameter, schedule 5, type 304, includes
              weld joint and clevis type hangers 10' OC

2.S03B.1.02   Elbow, 90 Deg., stainless steel, long, butt        30 EA
              weld, 1/2", schedule 5, type 304,
              includes the weld machine
2.S03B.1.02   Mud Dauber (monitoring port)                     30 EA
2.S03B.1.02   ET Cover -DC- Subsurface VOC Vapor
              Monitoring Total

2.S03B.1.03   ET Cover -DC- ET Cover
2.S03B.1.03   Fine grading, select gravel, 6" deep,       2,275.00 SY
              hand grading, including compaction
2.S03B.1.03   Cobble Material and Delivery                1,539.00 TN
2.S03B.1.03   Backfill, bulk, 6" to 12" lifts, dozer      1,140.00 CY
              backfilling
2.S03B.1.03   Basecourse Material and Delivery            2,292.00 TN
2.S03B.1.03   Backfill, bulk, 6" to 12" lifts, dozer      1,140.00 CY
              backfilling
2.S03B.1.03   Compaction, 2 passes, 6" lifts, riding,     1,140.00 CY
              sheepsfoot or wobbly wheel roller
2.S03B.1.03   Compaction, water for, 3000 gallon truck,   1,140.00 CY
              6 mile haul
2.S03B.1.03   Borrow, common earth, 3 C.Y. bucket,            760 CY
              loading and/or spreading, front end
              loader, wheel-mounted
2.S03B.1.03   Borrow, Topsoil, Retrieval and Drop             801 ton
2.S03B.1.03   Soils for earthwork, common borrow,             950 CY
              spread with 200 H.P. dozer, includes
              load at pit and haul, 2 miles round trip,
              excludes compaction
2.S03B.1.03   Fine grading, fine grade for small          2,275.00 SY
              irregular areas, to 15,000 S.Y.
2.S03B.1.03   Geotextile Subsurface Drainage              2,275.00 SY
              Filtration, TRM , hand layed, ideal
              conditions
2.S03B.1.03   Mobilization or demobilization, dozer,            6 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.S03B.1.03   Seeding, mechanical seeding, 215                 0.5 acre
              lb/acre
2.S03B.1.03   Rent water truck, off highway, 6000              40 days
              gallon capacity - Rent per day
2.S03B.1.03   Field Non-Manual - JHRS                          821 hour
2.S03B.1.03   Craft Distributable - Labor                 1,026.00 hour
2.S03B.1.03   Craft Distributable - Materials             1,026.00 hour
2.S03B.1.03   ET Cover -DC- ET Cover Total

2.S03B.1      ET Cover - Direct Capital Costs Total

2.S03B.2      ET Cover - Indirect Capital Costs
2.S03B.2.01   ET Cover -IC- Design
2.S03B.2.01   ET Mat Design                             1 ea
2.S03B.2.01   ET Cover -IC- Design Total

2.S03B.2.02   ET Cover -IC- Professional Management

2.S03B.2.02   Professional Management                   1 lsum
2.S03B.2.02   ET Cover -IC- Professional Management
              Total

2.S03B.2.03   ET Cover -IC- Contingency
2.S03B.2.03   Contingency - Cost 30%                    1 lsum
2.S03B.2.03   Contingency - Schedule 10%                1 lsum
2.S03B.2.03   Contingency - TPRA 10%                    1 lsum
2.S03B.2.03   ET Cover -IC- Contingency Total

2.S03B.2      ET Cover - Indirect Capital Costs Total


2.S03B.3      ET Cover - Direct O&M Costs
2.S03B.3.01   ET Cover -DOM- Cover Maintenance &
              Inspections
2.S03B.3.01   TDR Monitoring of ET Cover                1   EA
2.S03B.3.01   TDR Moisture Monitoring (100 years)       1   lsum
2.S03B.3.01   Site Maintenance for 100 years.           1   lsum
2.S03B.3.01   Annual Long Term Monitoring Report -      1   lsum
              100 years
2.S03B.3.01   ET Cover -DOM- Cover Maintenance &
              Inspections Total

2.S03B.3.02   ET Cover -DOM- Subsurface VOC
              Monitoring
2.S03B.3.02   Sub Surface Monitoring 30 years           1 lsum
2.S03B.3.02   ET Cover -DOM- Subsurface VOC
              Monitoring Total

2.S03B.3      ET Cover - Direct O&M Costs Total

2.S03B.4      ET Cover - Indirect O&M Costs
2.S03B.4.02   ET Cover -IOM- Professional
              Management
2.S03B.4.02   Professional Management (0-30 Years)      1 lsum

2.S03B.4.02   Professional Management (31-100           1 lsum
              Years)
2.S03B.4.02   ET Cover -IOM- Professional
              Management Total

2.S03B.4.03   ET Cover -IOM- Contingency
2.S03B.4.03   Contingency - Cost 30%                             1 lsum
2.S03B.4.03   Contingency - Schedule 10%                         1 lsum
2.S03B.4.03   Contingency - TPRA 10%                             1 lsum
2.S03B.4.03   ET Cover -IOM- Contingency Total

2.S03B.4      ET Cover - Indirect O&M Costs Total

2.S03B        Shafts ET Cover Total

2.S04B        Shafts Soil Vapor Extraction
2.S04B.1      SVE - Direct Capital Costs
2.S04B.1.01   SVE -DC- Fence
2.S04B.1.01   Fence, chain link industrial, aluminized     1,450.00 LF
              steel, 6 ga. wire, 2-1/2" posts @ 10' OC,
              8' high, includes excavation, in concrete,
              excludes barbed wire

2.S04B.1.01   Fence, chain link industrial, galvanized          15 EA
              steel, add for corner post, 6 ga. wire, 2-
              1/2" posts @ 10' OC, 8' high, 3"
              diameter, includes excavation, in
              concrete
2.S04B.1.01   Fence, chain link industrial, double swing         2 Opng
              gates, 8' high, 20' opening, includes
              excavation, posts & hardware in concrete

2.S04B.1.01   Signs, stock, aluminum, reflectorized,            20 EA
              .080" aluminum, 24" x 24", excludes
              posts
2.S04B.1.01   SVE -DC- Fence Total

2.S04B.1.02   SVE -DC- Subsurface VOC Vapor
              Monitoring
2.S04B.1.02   Removal of Monitoring Tubing                      24 hour
2.S04B.1.02   Structural concrete, ready mix,                   72 CF
              lightweight, 110 #/C.F., 3000 psi,
              includes local aggregate, sand, portland
              cement and water, excludes all additives
              and treatments
2.S04B.1.02   Labor for refilling the shaft after tubing        12 hour
              removal
2.S04B.1.02   Mobilization or demobilization, dozer,             2 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.S04B.1.02   Directional drilling, small equipment to           5 EA
              300', not to exceed 12" dia, small unit
              mobilization to site, excluding cost of
              conduit
2.S04B.1.02   Well Head, hand holes, precast concrete,           5 EA
              with concrete cover, 2' x 2' x 3' deep,
              excludes excavation, backfill and cast in
              place concrete
2.S04B.1.02   Structural excavation for minor                   2.5 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.S04B.1.02   Valves, bronze, check, swing, regrinding           5 EA
              disc, threaded, class 150, 1/4"

2.S04B.1.02   Cycle hauling(wait, load,travel, unload or        23 CY
              dump & return) time per cycle, excavated
              or borrow, loose cubic yards, 10 min
              wait/load/unload, 8 CY truck, cycle 6
              miles, 15 MPH, excludes loading
              equipment
2.S04B.1.02   SVE - LLW Disposition                             23 CY
2.S04B.1.02   Mobilization or demobilization, dozer,             4 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.S04B.1.02   Pipe, steel, black, welded, 10" diameter,        250 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.S04B.1.02   Pipe, steel, black, welded, 2" diameter,     1,050.00 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.S04B.1.02   Structural concrete, ready mix, normal            15 CF
              weight, 3000 psi, includes local
              aggregate, sand, Portland cement and
              water, delivered, excludes all additives
              and treatments
2.S04B.1.02   Structural concrete, placing, elevated            15 CF
              slab, pumped, less than 6" thick, includes
              vibrating, excludes material
2.S04B.1.02   Bentonite clay, 50# bag, 1 per 10' of rod        230 EA
2.S04B.1.02   Aggregate, sand, washed, for concrete,             1.7 CY
              loaded at the pit, includes material only

2.S04B.1.02   Backfill, heavy soil, by hand, no                  16 CY
              compaction
2.S04B.1.02   Pipe, stainless steel, butt weld, 1/4"        4,000.00 LF
              diameter, schedule 5, type 304, includes
              weld joint and clevis type hangers 10' OC

2.S04B.1.02   Elbow, 90 Deg., stainless steel, long, butt        30 EA
              weld, 1/2", schedule 5, type 304,
              includes the weld machine
2.S04B.1.02   Mud Dauber (monitoring port)                       30 EA
2.S04B.1.02   SVE -DC- Subsurface VOC Vapor
              Monitoring Total

2.S04B.1.03   SVE -DC- SVE Active Installation
2.S04B.1.03   SVE Unit - Contractors Price                        2   ea
2.S04B.1.03   Project Geologist                                 160   hour
2.S04B.1.03   Field Technician                                  160   hour
2.S04B.1.03   Radiological Control Technician                   160   hour
2.S04B.1.03   Health and Safety Officer - Site                   16   hour
2.S04B.1.03   Project Engineer - Readiness                     13.3   hour
2.S04B.1.03   Project Manager                                    40   hour
2.S04B.1.03   Health and Safety Officer - Readiness            13.3   hour

2.S04B.1.03   Project Scientist - Readiness                    13.3 hour
2.S04B.1.03   Health and Safety Officer - Readiness            13.3 hour

2.S04B.1.03   Health and Safety Officer - Site                   50 hour
2.S04B.1.03   Project Geologist                                 640 hour
2.S04B.1.03   SVE Piping Equipment (1 per extraction              8 ea
              borehole)
2.S04B.1.03   Well Heads, hand holes, precast                     4 EA
              concrete, with concrete cover, 2' x 2' x 3'
              deep, excludes excavation, backfill and
              cast in place concrete
2.S04B.1.03   Structural excavation for minor                     2 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.S04B.1.03   Cycle hauling(wait, load,travel, unload or       12.4 CY
              dump & return) time per cycle, excavated
              or borrow, loose cubic yards, 10 min
              wait/load/unload, 8 CY truck, cycle 4
              miles, 15 MPH, no loading equipment
2.S04B.1.03   SVE - LLW Disposition                              1 CY
2.S04B.1.03   Directional drilling, small equipment to           4 EA
              300', not to exceed 12" dia, small unit
              mobilization to site, excluding cost of
              conduit
2.S04B.1.03   Pipe, steel, black, welded, 10" diameter,        200 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.S04B.1.03   Pipe, steel, black, welded, 2" diameter,         840 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.S04B.1.03   Structural concrete, ready mix, normal            12 CF
              weight, 3000 psi, includes local
              aggregate, sand, Portland cement and
              water, delivered, excludes all additives
              and treatments
2.S04B.1.03   Structural concrete, placing, elevated            12 CF
              slab, pumped, less than 6" thick, includes
              vibrating, excludes material
2.S04B.1.03   Structural excavation for minor                    2 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.S04B.1.03   Fine grading, select gravel, 6" deep,        1,984.00 SY
              hand grading, including compaction
2.S04B.1.03   Seeding, mechanical seeding, 215                  0.4 acre
              lb/acre
2.S04B.1.03   Rent water truck, off highway, 6000               40 days
              gallon capacity - Rent per day
2.S04B.1.03   Field Non-Manual - JHRS                      3,723.00 hour
2.S04B.1.03   Craft Distributable - Labor                  4,654.00 hour
2.S04B.1.03   Craft Distributable - Materials              4,654.00 hour
2.S04B.1.03   SVE -DC- SVE Active Installation Total


2.S04B.1.04   SVE -DC- SVE Passive Installation
2.S04B.1.04   Field Technician                                  640   hour
2.S04B.1.04   Radiological Control Technician                   640   hour
2.S04B.1.04   Health and Safety Officer - Site                  640   hour
2.S04B.1.04   Project Engineer - Readiness                     53.3   hour
2.S04B.1.04   Project Manager                                   160   hour
2.S04B.1.04   Health and Safety Officer - Readiness            53.3   hour

2.S04B.1.04   Project Scientist - Readiness                    53.3 hour
2.S04B.1.04   Health and Safety Officer - Readiness            53.3 hour

2.S04B.1.04   Health and Safety Officer - Site                  200 hour
2.S04B.1.04   Well Heads, hand holes, precast                    16 EA
              concrete, with concrete cover, 2' x 2' x 3'
              deep, excludes excavation, backfill and
              cast in place concrete
2.S04B.1.04   Directional drilling, small equipment to           16 EA
              300', not to exceed 12" dia, small unit
              mobilization to site, excluding cost of
              conduit
2.S04B.1.04   Pipe, steel, black, welded, 10" diameter,         800 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.S04B.1.04   Pipe, steel, black, welded, 2" diameter,      3,360.00 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.S04B.1.04   Structural concrete, ready mix, normal             48 CF
              weight, 3000 psi, includes local
              aggregate, sand, Portland cement and
              water, delivered, excludes all additives
              and treatments
2.S04B.1.04   Structural concrete, placing, elevated             48 CF
              slab, pumped, less than 6" thick, includes
              vibrating, excludes material
2.S04B.1.04   Cycle hauling(wait, load,travel, unload or         50 CY
              dump & return) time per cycle, excavated
              or borrow, loose cubic yards, 10 min
              wait/load/unload, 8 CY truck, cycle 4
              miles, 15 MPH, no loading equipment

2.S04B.1.04   SVE - LLW Disposition                               1 CY
2.S04B.1.04   Bentonite clay, 50# bag, 1 per 10' of rod         736 EA

2.S04B.1.04   Aggregate, sand, washed, for concrete,             5.3 CY
              loaded at the pit, includes material only

2.S04B.1.04   Backfill, heavy soil, by hand, no              41.6 CY
              compaction
2.S04B.1.04   Pipe, stainless steel, butt weld, 1/4"    12,768.00 LF
              diameter, schedule 5, type 304, includes
              weld joint and clevis type hangers 10' OC
2.S04B.1.04   Elbow, 90 Deg., stainless steel, long, butt   96 EA
              weld, 1/2", schedule 5, type 304,
              includes the weld machine
2.S04B.1.04   Mud Dauber (monitoring port)                  96 EA
2.S04B.1.04   SVE -DC- SVE Passive Installation Total


2.S04B.1      SVE - Direct Capital Costs Total

2.S04B.2      SVE - Indirect Capital Costs
2.S04B.2.01   SVE -IC- Design
2.S04B.2.01   SVE Design                                    1 ea
2.S04B.2.01   SVE -IC- Design Total

2.S04B.2.02   SVE -IC- Professional Management
2.S04B.2.02   Professional Management                       1 lsum
2.S04B.2.02   SVE -IC- Professional Management
              Total

2.S04B.2.03   SVE -IC- Contingency
2.S04B.2.03   Contingency - Cost 30%                        1 lsum
2.S04B.2.03   Contingency - Schedule 10%                    1 lsum
2.S04B.2.03   Contingency - TPRA 10%                        1 lsum
2.S04B.2.03   SVE -IC- Contingency Total

2.S04B.2      SVE - Indirect Capital Costs Total

2.S04B.3      SVE - Direct O&M Costs
2.S04B.3.01   SVE -DOM- Cover Maintenance &
              Inspections
2.S04B.3.01   Site Maintenance for 100 years.               1 lsum
2.S04B.3.01   Annual Long Term Monitoring Report -          1 lsum
              100 years
2.S04B.3.01   SVE -DOM- Cover Maintenance &
              Inspections Total

2.S04B.3.02   SVE -DOM- Subsurface VOC Monitoring

2.S04B.3.02   Soil Monitoring 30 years                      1 lsum
2.S04B.3.02   SVE -DOM- Subsurface VOC Monitoring
              Total

2.S04B.3.03   SVE -DOM- Active Monitoring &
              Operation
2.S04B.3.03   Active SVE Monitoring (3 years)               1 lsum
2.S04B.3.03   Active SVE Operation (3 years)                     1 lsum
2.S04B.3.03   SVE -DOM- Active Monitoring &
              Operation Total

2.S04B.3.04   SVE -DOM- Passive Monitoring &
              Operation
2.S04B.3.04   Passive SVE Monitoring (27 years)                  1 lsum
2.S04B.3.04   SVE -DOM- Passive Monitoring &
              Operation Total

2.S04B.3      SVE - Direct O&M Costs Total

2.S04B.4      SVE - Indirect O&M Costs
2.S04B.4.02   SVE -IOM- Professional Management

2.S04B.4.02   Professional Management (0-3 years)                1 lsum

2.S04B.4.02   Professional Management (4-30 years)               1 lsum

2.S04B.4.02   Professional Management (31-100                    1 lsum
              years)
2.S04B.4.02   SVE -IOM- Professional Management
              Total

2.S04B.4.03   SVE -IOM- Contingency
2.S04B.4.03   Contingency - Cost 30%                             1 lsum
2.S04B.4.03   Contingency - Schedule 10%                         1 lsum
2.S04B.4.03   Contingency - TPRA 10%                             1 lsum
2.S04B.4.03   SVE -IOM- Contingency Total

2.S04B.4      SVE - Indirect O&M Costs Total

2.S04B        Shafts Soil Vapor Extraction Total

2.S05A        Shafts Excavation w/Onsite Disposal
2.S05A.1      On Site - Direct Capital Costs
2.S05A.1.01   On Site -DC- Fence
2.S05A.1.01   Fence, chain link industrial, aluminized     1,450.00 LF
              steel, 6 ga. wire, 2-1/2" posts @ 10' OC,
              8' high, includes excavation, in concrete,
              excludes barbed wire
2.S05A.1.01   Fence, chain link industrial, galvanized     15 EA
              steel, add for corner post, 6 ga. wire, 2-
              1/2" posts @ 10' OC, 8' high, 3"
              diameter, includes excavation, in
              concrete
2.S05A.1.01   Fence, chain link industrial, double swing    2 Opng
              gates, 8' high, 20' opening, includes
              excavation, posts & hardware in concrete

2.S05A.1.01   Signs, stock, aluminum, reflectorized,       20 EA
              .080" aluminum, 24" x 24", excludes
              posts
2.S05A.1.01   On Site -DC- Fence Total

2.S05A.1.02   SVE -DC- Subsurface VOC Vapor
              Monitoring
2.S05A.1.02   Removal of Monitoring Tubing                 24 hour
2.S05A.1.02   Structural concrete, ready mix,              72 CF
              lightweight, 110 #/C.F., 3000 psi,
              includes local aggregate, sand, portland
              cement and water, excludes all additives
              and treatments
2.S05A.1.02   Labor for refilling the shaft after tubing   12
              removal
2.S05A.1.02   Mobilization or demobilization, dozer,        2 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.S05A.1.02   Directional drilling, small equipment to      5 EA
              300', not to exceed 12" dia, small unit
              mobilization to site, excluding cost of
              conduit
2.S05A.1.02   Well Head, hand holes, precast concrete,      5 EA
              with concrete cover, 2' x 2' x 3' deep,
              excludes excavation, backfill and cast in
              place concrete
2.S05A.1.02   Structural excavation for minor              2.5 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.S05A.1.02   Valves, bronze, check, swing, regrinding      5 EA
              disc, threaded, class 150, 1/4"
2.S05A.1.02   Cycle hauling(wait, load,travel, unload or         23 CY
              dump & return) time per cycle, excavated
              or borrow, loose cubic yards, 10 min
              wait/load/unload, 8 CY truck, cycle 6
              miles, 15 MPH, excludes loading
              equipment
2.S05A.1.02   SVE - LLW Disposition                              23 CY
2.S05A.1.02   Mobilization or demobilization, dozer,              4 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.S05A.1.02   Pipe, steel, black, welded, 10" diameter,         250 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.S05A.1.02   Pipe, steel, black, welded, 2" diameter,      1,050.00 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.S05A.1.02   Structural concrete, ready mix, normal             15 CF
              weight, 3000 psi, includes local
              aggregate, sand, Portland cement and
              water, delivered, excludes all additives
              and treatments
2.S05A.1.02   Structural concrete, placing, elevated             15 CF
              slab, pumped, less than 6" thick, includes
              vibrating, excludes material
2.S05A.1.02   Bentonite clay, 50# bag, 1 per 10' of rod         230 EA

2.S05A.1.02   Aggregate, sand, washed, for concrete,             1.7 CY
              loaded at the pit, includes material only

2.S05A.1.02   Backfill, heavy soil, by hand, no                  16 CY
              compaction
2.S05A.1.02   Pipe, stainless steel, butt weld, 1/4"        4,000.00 LF
              diameter, schedule 5, type 304, includes
              weld joint and clevis type hangers 10' OC

2.S05A.1.02   Elbow, 90 Deg., stainless steel, long, butt        30 EA
              weld, 1/2", schedule 5, type 304,
              includes the weld machine
2.S05A.1.02   Mud Dauber (monitoring port)                       30 EA
2.S05A.1.02   SVE -DC- Subsurface VOC Vapor
              Monitoring Total

2.S05A.1.03   On Site -DC- Soil Excavation
2.S05A.1.03   Track out device                                    1 EA
2.S05A.1.03   Clean out track out device.                           4   EA
2.S05A.1.03   Rent toilet portable chemical                        12   mnth
2.S05A.1.03   Chemical toilet cleaning.                            12   mnth
2.S05A.1.03   Chemical toilet cleaning (labor)                     12   mnth
2.S05A.1.03   Temporary, roads, excl surfacing.             35,390.00   SY
2.S05A.1.03   Excavating, 3/8 C.Y. excavator, 1' to 4'      32,019.00   CY
              deep, excludes sheeting or dewatering

2.S05A.1.03   Excavating, by hand with pick and              3,842.00 CY
              shovel, 2' to 6' deep, light soil, excludes
              sheeting or dewatering
2.S05A.1.03   Dozer D9 rip tuff material for processing     28,177.00 CY

2.S05A.1.03   980 Frontend loader soil processing           28,177.00 CY
2.S05A.1.03   825H High speed compactor                     28,177.00 CY
              (sheepsfoot) soil processing
2.S05A.1.03   963 Hydraulic Excavator soil processing       28,177.00 CY

2.S05A.1.03   Dozer D9 Mobilization                                1    ea
2.S05A.1.03   980 Loader Mobilization                              1    ea
2.S05A.1.03   Screening plant, Mobilization                        2    ea
2.S05A.1.03   963 Hydraulic Excavator Mobilization                 2    ea
2.S05A.1.03   Rock crusher plant, Mobilization                     2    ea
2.S05A.1.03   Rock crusher plant, Set up costs.                    1    ea
2.S05A.1.03   825H Mobilization                                    2    ea
2.S05A.1.03   Dozer D9 rental                                     12    MNTH
2.S05A.1.03   Dozer D9 Scheduled Maintenance                       1    YR
2.S05A.1.03   Dozer D9 Ripper replacement                          1    SET
2.S05A.1.03   Dozer cutting edge replacement                       1    EA
2.S05A.1.03   980, 7 cy frontend loader rental                    12    MNTH
2.S05A.1.03   980 Loader: Scheduled Maintenance                    1    YR
2.S05A.1.03   980-7cy loader bucket teeth                          1    EA
              replacement.
2.S05A.1.03   825H High speed compactor                           0.1 MNTH
              (sheepsfoot) rental
2.S05A.1.03   825H: Scheduled Maintenance                          1 YR
2.S05A.1.03   963 Hydraulic Excavator rental                      12 MNTH
2.S05A.1.03   963 Hydraulic Excavator : Scheduled                  1 YR
              Maintenance
2.S05A.1.03   963 Hydraulic Excavator tip long                     1 EA
              replacement.
2.S05A.1.03   Water wagon 1,000 gal tuff processing         28,177.00 CY

2.S05A.1.03   Equipment only. Water wagon 1,000 gal         28,177.00 CY
              tuff processing
2.S05A.1.03   Rock crusher plant rental                             12 MNTH
2.S05A.1.03   Rock crusher plant : Scheduled                         1 EA
              Maintenance
2.S05A.1.03   Screening plant rental                                12 MNTH
2.S05A.1.03   Screening plant : Scheduled                            1 EA
              Maintenance
2.S05A.1.03   Borrow, fill material only.                     5,763.00 ton
2.S05A.1.03   Fill, from stockpile, 300 H.P. dozer, 2-1/2    32,019.00 CY
              C.Y., 300' haul, spread fill, with front-end
              loader, excludes compaction

2.S05A.1.03   Backfill, structural, common earth, 80         32,019.00 CY
              H.P. dozer, 300' haul
2.S05A.1.03   Water wagon 1,000 gal tuff processing          32,019.00 CY

2.S05A.1.03   Excavation permit                                      2 ea
2.S05A.1.03   Lister support                                        24 hour
2.S05A.1.03   Geotextile soil stabilization, geotextile       1,905.00 SY
              fabric, woven, heavy duty, 600 lb. tensile
              strength
2.S05A.1.03   Seeding, seeding utility mix with Bio-Sol,            19 Msf
              0.09 lb. per M.S.F., hydro-seeding

2.S05A.1.03   Hydroseeding materials.                                1   lsum
2.S05A.1.03   Broadcasting Mulch and Humate                         19   Msf
2.S05A.1.03   Mulch and Humate materials.                            1   LS
2.S05A.1.03   Rent water truck, off highway, 6000                   40   days
              gallon capacity - Rent per day
2.S05A.1.03   Field Non-Manual - JHRS                        17,712.00 hour
2.S05A.1.03   Craft Distributable - Labor                    22,140.00 hour
2.S05A.1.03   Craft Distributable - Materials                22,140.00 hour
2.S05A.1.03   On Site -DC- Soil Excavation Total

2.S05A.1.04   On Site -DC- On Site Treatment
2.S05A.1.04   Mob/Demob VOC treatment plant.                         1 ea
2.S05A.1.04   Processing VOC soil.                            1,681.00 tn
2.S05A.1.04   On Site -DC- On Site Treatment Total


2.S05A.1.05   On Site -DC- Waste
2.S05A.1.05   Waste container delivery.                             58 ea
2.S05A.1.05   Waste container unload on site and              1,153.00 ea
              handling during project.
2.S05A.1.05   Waste containers.                               1,153.00 ea
2.S05A.1.05   Fill waste containers.                          1,153.00 ea
2.S05A.1.05   2%: mixed waste, ship off site.            640 cy
              Packaging, Handling, Shipping and
              Disposal fees.
2.S05A.1.05   5%: relocate/ stage containers mixed       480 ea
              waste, on-site disposal.
2.S05A.1.05   5%: Fill waste containers with processed   480 ea
              VOC (Volitile Organic Compounds), on-
              site disposal.
2.S05A.1.05   Trucking cost per 43,000 pound load         11 Trip
2.S05A.1.05   On Site -DC- Waste Total

2.S05A.1.06   On Site -DC- CAMU/RCRA
2.S05A.1.06   CAMU/RCRA - Storage Area &                 0.5 acre
              Permitting
2.S05A.1.06   On Site -DC- CAMU/RCRA Total

2.S05A.1      On Site - Direct Capital Costs Total

2.S05A.2      On Site - Indirect Capital Costs
2.S05A.2.01   On Site -IC- Design
2.S05A.2.01   On Site Disposal Design                      1 ea
2.S05A.2.01   On Site -IC- Design Total

2.S05A.2.02   On Site -IC- Professional Management

2.S05A.2.02   Professional Management                      1 lsum
2.S05A.2.02   On Site -IC- Professional Management
              Total

2.S05A.2.03   On Site -IC- Contingency
2.S05A.2.03   Contingency - Cost 30%                       1 lsum
2.S05A.2.03   Contingency - Schedule 10%                   1 lsum
2.S05A.2.03   Contingency - TPRA 10%                       1 lsum
2.S05A.2.03   On Site -IC- Contingency Total

2.S05A.2      On Site - Indirect Capital Costs Total

2.S05A.3      On Site - Direct O&M Costs
2.S05A.3.01   On Site -DOM- Cover Maintenance &
              Inspections
2.S05A.3.01   Site Maintenance for 100 years.              1 lsum
2.S05A.3.01   Annual Long Term Monitoring Report -         1 lsum
              100 years
2.S05A.3.01   On Site -DOM- Cover Maintenance &
              Inspections Total
2.S05A.3.02   On Site -DOM- Subsurface VOC
              Monitoring
2.S05A.3.02   Sub Surface Monitoring 30 years                    1 lsum
2.S05A.3.02   On Site -DOM- Subsurface VOC
              Monitoring Total

2.S05A.3      On Site - Direct O&M Costs Total

2.S05A.4      On Site - Indirect O&M Costs
2.S05A.4.02   On Site -IOM- Professional
              Management
2.S05A.4.02   Professional Management (0-30 years)               1 lsum

2.S05A.4.02   Professional Managemetn (31-100                    1 lsum
              years)
2.S05A.4.02   On Site -IOM- Professional
              Management Total

2.S05A.4      On Site - Indirect O&M Costs Total

2.S05A.5.03   On Site -IOM- Contingency
2.S05A.5.03   Contingency - Cost 30%                             1 lsum
2.S05A.5.03   Contingency - Schedule 10%                         1 lsum
2.S05A.5.03   Contingency - TPRA 10%                             1 lsum
2.S05A.5.03   On Site -IOM- Contingency Total


2.S05A        Shafts Excavation w/Onsite Disposal
              Total

2.S05B        Shafts Excavation w/Offsite Disposal
2.S05B.1      Off Site - Direct Capital Costs
2.S05B.1.01   Off Site -DC- Fence
2.S05B.1.01   Fence, chain link industrial, aluminized     1,450.00 LF
              steel, 6 ga. wire, 2-1/2" posts @ 10' OC,
              8' high, includes excavation, in concrete,
              excludes barbed wire

2.S05B.1.01   Fence, chain link industrial, galvanized          15 EA
              steel, add for corner post, 6 ga. wire, 2-
              1/2" posts @ 10' OC, 8' high, 3"
              diameter, includes excavation, in
              concrete
2.S05B.1.01   Fence, chain link industrial, double swing    2 Opng
              gates, 8' high, 20' opening, includes
              excavation, posts & hardware in concrete

2.S05B.1.01   Signs, stock, aluminum, reflectorized,       20 EA
              .080" aluminum, 24" x 24", excludes
              posts
2.S05B.1.01   Off Site -DC- Fence Total

2.S05B.1.02   Off Site -DC- Subsurface VOC Vapor
              Monitoring
2.S05B.1.02   Removal of Monitoring Tubing                 24 hour
2.S05B.1.02   Structural concrete, ready mix,              72 CF
              lightweight, 110 #/C.F., 3000 psi,
              includes local aggregate, sand, portland
              cement and water, excludes all additives
              and treatments
2.S05B.1.02   Labor for refilling the shaft after tubing   12
              removal
2.S05B.1.02   Mobilization or demobilization, dozer,        2 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.S05B.1.02   Directional drilling, small equipment to      5 EA
              300', not to exceed 12" dia, small unit
              mobilization to site, excluding cost of
              conduit
2.S05B.1.02   Well Head, hand holes, precast concrete,      5 EA
              with concrete cover, 2' x 2' x 3' deep,
              excludes excavation, backfill and cast in
              place concrete
2.S05B.1.02   Structural excavation for minor              2.5 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.S05B.1.02   Valves, bronze, check, swing, regrinding      5 EA
              disc, threaded, class 150, 1/4"

2.S05B.1.02   Cycle hauling(wait, load,travel, unload or   23 CY
              dump & return) time per cycle, excavated
              or borrow, loose cubic yards, 10 min
              wait/load/unload, 8 CY truck, cycle 6
              miles, 15 MPH, excludes loading
              equipment
2.S05B.1.02   SVE - LLW Disposition                        23 CY
2.S05B.1.02   Mobilization or demobilization, dozer,        4 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.S05B.1.02   Pipe, steel, black, welded, 10" diameter,          250 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.S05B.1.02   Pipe, steel, black, welded, 2" diameter,       1,050.00 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.S05B.1.02   Structural concrete, ready mix, normal              15 CF
              weight, 3000 psi, includes local
              aggregate, sand, Portland cement and
              water, delivered, excludes all additives
              and treatments
2.S05B.1.02   Structural concrete, placing, elevated              15 CF
              slab, pumped, less than 6" thick, includes
              vibrating, excludes material
2.S05B.1.02   Bentonite clay, 50# bag, 1 per 10' of rod          230 EA

2.S05B.1.02   Aggregate, sand, washed, for concrete,              1.7 CY
              loaded at the pit, includes material only

2.S05B.1.02   Backfill, heavy soil, by hand, no                   16 CY
              compaction
2.S05B.1.02   Pipe, stainless steel, butt weld, 1/4"         4,000.00 LF
              diameter, schedule 5, type 304, includes
              weld joint and clevis type hangers 10' OC

2.S05B.1.02   Elbow, 90 Deg., stainless steel, long, butt         30 EA
              weld, 1/2", schedule 5, type 304,
              includes the weld machine
2.S05B.1.02   Mud Dauber (monitoring port)                        30 EA
2.S05B.1.02   Off Site -DC- Subsurface VOC Vapor
              Monitoring Total

2.S05B.1.03   Off Site -DC- Soil Excavation
2.S05B.1.03   Track out device                                      1   EA
2.S05B.1.03   Clean out track out device.                           4   EA
2.S05B.1.03   Rent toilet portable chemical                        12   mnth
2.S05B.1.03   Chemical toilet cleaning.                            12   mnth
2.S05B.1.03   Chemical toilet cleaning (labor)                     12   mnth
2.S05B.1.03   Temporary, roads, excl surfacing.             35,390.00   SY
2.S05B.1.03   Excavating, 3/8 C.Y. excavator, 1' to 4'      32,019.00   CY
              deep, excludes sheeting or dewatering
2.S05B.1.03   Excavating, by hand with pick and              3,842.00 CY
              shovel, 2' to 6' deep, light soil, excludes
              sheeting or dewatering
2.S05B.1.03   Dozer D9 rip tuff material for processing     28,177.00 CY

2.S05B.1.03   980 Frontend loader soil processing           28,177.00 CY
2.S05B.1.03   825H High speed compactor                     28,177.00 CY
              (sheepsfoot) soil processing
2.S05B.1.03   963 Hydraulic Excavator soil processing       28,177.00 CY

2.S05B.1.03   Dozer D9 Mobilization                                1   ea
2.S05B.1.03   980 Loader Mobilization                              1   ea
2.S05B.1.03   Screening plant, Mobilization                        2   ea
2.S05B.1.03   963 Hydraulic Excavator Mobilization                 2   ea
2.S05B.1.03   Rock crusher plant, Mobilization                     2   ea
2.S05B.1.03   Rock crusher plant, Set up costs.                    1   ea
2.S05B.1.03   825H Mobilization                                    2   ea
2.S05B.1.03   Dozer D9 rental                                     12   MNTH
2.S05B.1.03   Dozer D9 Scheduled Maintenance                       1   YR
2.S05B.1.03   Dozer D9 Ripper replacement                          1   SET
2.S05B.1.03   Dozer cutting edge replacement                       1   EA
2.S05B.1.03   980, 7 cy frontend loader rental                    12   MNTH
2.S05B.1.03   980 Loader: Scheduled Maintenance                    1   YR
2.S05B.1.03   980-7cy loader bucket teeth                          1   EA
              replacement.
2.S05B.1.03   825H High speed compactor                           12 MNTH
              (sheepsfoot) rental
2.S05B.1.03   825H: Scheduled Maintenance                          1 YR
2.S05B.1.03   963 Hydraulic Excavator rental                      12 MNTH
2.S05B.1.03   963 Hydraulic Excavator : Scheduled                  1 YR
              Maintenance
2.S05B.1.03   963 Hydraulic Excavator tip long                      1 EA
              replacement.
2.S05B.1.03   Water wagon 1,000 gal tuff processing         28,177.00 CY

2.S05B.1.03   Equipment only. Water wagon 1,000 gal         28,177.00 CY
              tuff processing
2.S05B.1.03   Rock crusher plant rental                           12 MNTH
2.S05B.1.03   Rock crusher plant : Scheduled                       1 EA
              Maintenance
2.S05B.1.03   Screening plant rental                              12 MNTH
2.S05B.1.03   Screening plant : Scheduled                          1 EA
              Maintenance
2.S05B.1.03   Borrow, fill material only.                    5,763.00 ton
2.S05B.1.03   Fill, from stockpile, 300 H.P. dozer, 2-1/2    32,019.00 CY
              C.Y., 300' haul, spread fill, with front-end
              loader, excludes compaction

2.S05B.1.03   Backfill, structural, common earth, 80         32,019.00 CY
              H.P. dozer, 300' haul
2.S05B.1.03   Water wagon 1,000 gal tuff processing          32,019.00 CY

2.S05B.1.03   Excavation permit                                      2 ea
2.S05B.1.03   Lister support                                        24 hour
2.S05B.1.03   Geotextile soil stabilization, geotextile       1,905.00 SY
              fabric, woven, heavy duty, 600 lb. tensile
              strength
2.S05B.1.03   Seeding, seeding utility mix with Bio-Sol,           19 Msf
              0.09 lb. per M.S.F., hydro-seeding

2.S05B.1.03   Hydroseeding materials.                                1   lsum
2.S05B.1.03   Broadcasting Mulch and Humate                         19   Msf
2.S05B.1.03   Mulch and Humate materials.                            1   LS
2.S05B.1.03   Fine grading, select gravel, 6" deep,           1,984.00   SY
              hand grading, including compaction
2.S05B.1.03   Seeding, mechanical seeding, 215                     0.4 acre
              lb/acre
2.S05B.1.03   Rent water truck, off highway, 6000                  40 days
              gallon capacity - Rent per day
2.S05B.1.03   Field Non-Manual - JHRS                        16,970.00 hour
2.S05B.1.03   Craft Distributable - Labor                    21,212.00 hour
2.S05B.1.03   Craft Distributable - Materials                21,212.00 hour
2.S05B.1.03   Off Site -DC- Soil Excavation Total

2.S05B.1.05   Off Site -DC- Waste
2.S05B.1.05   Waste container delivery.                             58 ea
2.S05B.1.05   Waste container unload on site and              1,153.00 ea
              handling during project.
2.S05B.1.05   Waste containers.                               1,153.00 ea
2.S05B.1.05   Fill waste containers.                          1,153.00 ea
2.S05B.1.05   Waste, ship off site. Packaging,                3,842.00 cy
              Handling, Shipping and Disposal fees.

2.S05B.1.05   Trucking cost per 43,000 pound load                 231 Trip
2.S05B.1.05   Off Site -DC- Waste Total

2.S05B.1      Off Site - Direct Capital Costs Total

2.S05B.2      Off Site - Indirect Capital Costs
2.S05B.2.01   Off Site -IC- Design
2.S05B.2.01   Off Site Disposal Design                  1 ea
2.S05B.2.01   Off Site -IC- Design Total

2.S05B.2.02   Off Site -IC- Professional Management

2.S05B.2.02   Professional Management                   1 lsum
2.S05B.2.02   Off Site -IC- Professional Management
              Total

2.S05B.2.03   Off Site -IC- Contingency
2.S05B.2.03   Contingency - Cost 30%                    1 lsum
2.S05B.2.03   Contingency - Schedule 10%                1 lsum
2.S05B.2.03   Contingency - TPRA 10%                    1 lsum
2.S05B.2.03   Off Site -IC- Contingency Total

2.S05B.2      Off Site - Indirect Capital Costs Total

2.S05B.3      On Site - Direct O&M Costs
2.S05B.3.01   Off Site -DOM- Cover Maintenance &
              Inspections
2.S05B.3.01   Site Maintenance for 100 years.           1 lsum
2.S05B.3.01   Annual Long Term Monitoring Report -      1 lsum
              100 years
2.S05B.3.01   Off Site -DOM- Cover Maintenance &
              Inspections Total

2.S05B.3.02   On Site -DOM- Subsurface VOC
              Monitoring
2.S05B.3.02   Sub Surface Monitoring 30 years           1 lsum
2.S05B.3.02   On Site -DOM- Subsurface VOC
              Monitoring Total

2.S05B.3      On Site - Direct O&M Costs Total

2.S05B.4      Off Site - Indirect O&M Costs
2.S05B.4.02   Off Site -IOM- Professional
              Management
2.S05B.4.02   Professional Management (0-30 years)      1 lsum

2.S05B.4.02   Professional Management (31-100           1 lsum
              years)
2.S05B.4.02   Off Site -IOM- Professional
              Management Total
2.S05B.4.03   Off Site -IOM- Contingency
2.S05B.4.03   Contingency - Cost 30%                             1 lsum
2.S05B.4.03   Contingency - Schedule 10%                         1 lsum
2.S05B.4.03   Contingency - TPRA 10%                             1 lsum
2.S05B.4.03   Off Site -IOM- Contingency Total

2.S05B.4      Off Site - Indirect O&M Costs Total

2.S05B        Shafts Excavation w/Offsite Disposal
              Total

2.S060        Shafts Excavation w/ Ex Situ Treatment

2.S060.1      Ex Situ - Direct Capital Costs
2.S060.1.01   Ex Situ -DC- Fence
2.S060.1.01   Fence, chain link industrial, aluminized     1,450.00 LF
              steel, 6 ga. wire, 2-1/2" posts @ 10' OC,
              8' high, includes excavation, in concrete,
              excludes barbed wire

2.S060.1.01   Fence, chain link industrial, galvanized          15 EA
              steel, add for corner post, 6 ga. wire, 2-
              1/2" posts @ 10' OC, 8' high, 3"
              diameter, includes excavation, in
              concrete
2.S060.1.01   Fence, chain link industrial, double swing         2 Opng
              gates, 8' high, 20' opening, includes
              excavation, posts & hardware in concrete

2.S060.1.01   Signs, stock, aluminum, reflectorized,            20 EA
              .080" aluminum, 24" x 24", excludes
              posts
2.S060.1.01   Fine grading, select gravel, 6" deep,        1,984.00 SY
              hand grading, including compaction
2.S060.1.01   Geotextile Subsurface Drainage               1,984.00 SY
              Filtration, TRM , hand layed, ideal
              conditions
2.S060.1.01   Seeding, mechanical seeding, 215                  0.4 acre
              lb/acre
2.S060.1.01   Rent water truck, off highway, 6000               40 days
              gallon capacity - Rent per day
2.S060.1.01   Ex Situ -DC- Fence Total

2.S060.1.02   Ex Situ -DC- Subsurface VOC Vapor
              Monitoring
2.S060.1.02   Removal of Monitoring Tubing                      24 hour
2.S060.1.02   Structural concrete, ready mix,                   72 CF
              lightweight, 110 #/C.F., 3000 psi,
              includes local aggregate, sand, portland
              cement and water, excludes all additives
              and treatments
2.S060.1.02   Labor for refilling the shaft after tubing        12
              removal
2.S060.1.02   Mobilization or demobilization, dozer,             2 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.S060.1.02   Directional drilling, small equipment to           5 EA
              300', not to exceed 12" dia, small unit
              mobilization to site, excluding cost of
              conduit
2.S060.1.02   Well Head, hand holes, precast concrete,           5 EA
              with concrete cover, 2' x 2' x 3' deep,
              excludes excavation, backfill and cast in
              place concrete
2.S060.1.02   Structural excavation for minor                   2.5 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.S060.1.02   Valves, bronze, check, swing, regrinding           5 EA
              disc, threaded, class 150, 1/4"

2.S060.1.02   Cycle hauling(wait, load,travel, unload or        23 CY
              dump & return) time per cycle, excavated
              or borrow, loose cubic yards, 10 min
              wait/load/unload, 8 CY truck, cycle 6
              miles, 15 MPH, excludes loading
              equipment
2.S060.1.02   SVE - LLW Disposition                             23 CY
2.S060.1.02   Mobilization or demobilization, dozer,             4 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.S060.1.02   Pipe, steel, black, welded, 10" diameter,        250 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.S060.1.02   Pipe, steel, black, welded, 2" diameter,     1,050.00 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.S060.1.02   Structural concrete, ready mix, normal              15 CF
              weight, 3000 psi, includes local
              aggregate, sand, Portland cement and
              water, delivered, excludes all additives
              and treatments
2.S060.1.02   Structural concrete, placing, elevated              15 CF
              slab, pumped, less than 6" thick, includes
              vibrating, excludes material
2.S060.1.02   Bentonite clay, 50# bag, 1 per 10' of rod          230 EA

2.S060.1.02   Aggregate, sand, washed, for concrete,              1.7 CY
              loaded at the pit, includes material only

2.S060.1.02   Backfill, heavy soil, by hand, no                   16 CY
              compaction
2.S060.1.02   Pipe, stainless steel, butt weld, 1/4"         4,000.00 LF
              diameter, schedule 5, type 304, includes
              weld joint and clevis type hangers 10' OC

2.S060.1.02   Elbow, 90 Deg., stainless steel, long, butt         30 EA
              weld, 1/2", schedule 5, type 304,
              includes the weld machine
2.S060.1.02   Mud Dauber (monitoring port)                        30 EA
2.S060.1.02   Ex Situ -DC- Subsurface VOC Vapor
              Monitoring Total

2.S060.1.03   Ex Situ -DC- Excavation
2.S060.1.03   Temporary, roads, excl surfacing.             13,256.00 SY
2.S060.1.03   Dozer D9 rip tuff material for processing     28,177.00 CY

2.S060.1.03   980 Frontend loader soil processing           28,177.00 CY
2.S060.1.03   825H High speed compactor                     28,177.00 CY
              (sheepsfoot) soil processing
2.S060.1.03   963 Hydraulic Excavator soil processing       28,177.00 CY

2.S060.1.03   Dozer D9 Mobilization                                 1   ea
2.S060.1.03   980 Loader Mobilization                               1   ea
2.S060.1.03   Screening plant, Mobilization                         2   ea
2.S060.1.03   963 Hydraulic Excavator Mobilization                  2   ea
2.S060.1.03   Rock crusher plant, Mobilization                      2   ea
2.S060.1.03   Rock crusher plant, Set up costs.                     1   ea
2.S060.1.03   825H Mobilization                                     2   ea
2.S060.1.03   Borrow, fill material only.                    2,402.00   ton
2.S060.1.03   Fill, from stockpile, 300 H.P. dozer, 2-1/2    32,019.00 CY
              C.Y., 300' haul, spread fill, with front-end
              loader, excludes compaction

2.S060.1.03   Backfill, structural, common earth, 80         32,019.00 CY
              H.P. dozer, 300' haul
2.S060.1.03   Water wagon 1,000 gal tuff processing          32,019.00 CY

2.S060.1.03   Lister support                                       24 hour
2.S060.1.03   Geotextile soil stabilization, geotextile           373 SY
              fabric, woven, heavy duty, 600 lb. tensile
              strength
2.S060.1.03   Seeding, seeding utility mix with Bio-Sol,            4 Msf
              0.09 lb. per M.S.F., hydro-seeding

2.S060.1.03   Hydroseeding materials.                                1   lsum
2.S060.1.03   Broadcasting Mulch and Humate                          4   Msf
2.S060.1.03   Mulch and Humate materials.                            1   LS
2.S060.1.03   Field Non-Manual - JHRS                         3,947.00   hour
2.S060.1.03   Craft Distributable - Labor                     4,934.00   hour
2.S060.1.03   Craft Distributable - Materials                 4,934.00   hour
2.S060.1.03   Ex Situ -DC- Excavation Total

2.S060.1.04   Ex Situ -DC- Treatment
2.S060.1.04   Soil Washing                                    3,202.00 CY
2.S060.1.04   Thermal Desorption                              3,202.00 CY
2.S060.1.04   Ex Situ -DC- Treatment Total

2.S060.1.05   Ex Situ -DC- Waste
2.S060.1.05   Waste container delivery.                             7 ea
2.S060.1.05   Waste container unload on site and                  192 ea
              handling during project.
2.S060.1.05   Waste containers.                                    192 ea
2.S060.1.05   Fill waste containers.                               192 ea
2.S060.1.05   10% Mixed Waste, ship off site.                 3,202.00 cy
              Packaging, Handling, Shipping and
              Disposal fees.
2.S060.1.05   Trucking cost per 43,000 pound load                  39 Trip
2.S060.1.05   Ex Situ -DC- Waste Total

2.S060.1      Ex Situ - Direct Capital Costs Total

2.S060.2      Ex Situ - Indirect Capital Costs
2.S060.2.01   Ex Situ -IC- Design
2.S060.2.01   Es Situ Design                                        1 ea
2.S060.2.01   Ex Situ -IC- Design Total

2.S060.2.02   Ex Situ -IC- Professional Management

2.S060.2.02   Professional Management                  1 lsum
2.S060.2.02   Ex Situ -IC- Professional Management
              Total

2.S060.2.03   Ex Situ -IC- Contingency
2.S060.2.03   Contingency - Cost 30%                   1 lsum
2.S060.2.03   Contingency - Schedule 10%               1 lsum
2.S060.2.03   Contingency - TPRA 10%                   1 lsum
2.S060.2.03   Ex Situ -IC- Contingency Total

2.S060.2      Ex Situ - Indirect Capital Costs Total

2.S060.3      Ex Situ - Direct O&M Costs
2.S060.3.01   Ex Situ -DOM- Cover Maintenance &
              Inspections
2.S060.3.01   Site Maintenance for 100 years.          1 lsum
2.S060.3.01   Annual Long Term Monitoring Report -     1 lsum
              100 years
2.S060.3.01   Ex Situ -DOM- Cover Maintenance &
              Inspections Total

2.S060.3.02   Ex Situ -DOM- Subsurface VOC
              Monitoring
2.S060.3.02   Sub Surface Monitoring 30 years          1 lsum
2.S060.3.02   Ex Situ -DOM- Subsurface VOC
              Monitoring Total

2.S060.3      Ex Situ - Direct O&M Costs Total

2.S060.4      Ex Situ - Indirect O&M Costs
2.S060.4.02   Ex Situ -IOM- Professional Management

2.S060.4.02   Professional Management (0-30 years)     1 lsum

2.S060.4.02   Professional Management (31-100          1 lsum
              years)
2.S060.4.02   Ex Situ -IOM- Professional Management
              Total

2.S060.4.03   Ex Situ -IOM- Contingency
2.S060.4.03   Contingency - Cost 30%                   1 lsum
2.S060.4.03   Contingency - Schedule 10%                         1 lsum
2.S060.4.03   Contingency - TPRA 10%                             1 lsum
2.S060.4.03   Ex Situ -IOM- Contingency Total

2.S060.4      Ex Situ - Indirect O&M Costs Total

2.S060        Shafts Excavation w/ Ex Situ Treatment
              Total

2.VZ20        Vadose Zone Site Monitoring
2.VZ20.1      Vadose - Direct Capital Costs
2.VZ20.1.01   Vadose -DC- Fence
2.VZ20.1.01   Fence, chain link industrial, aluminized     1,450.00 LF
              steel, 6 ga. wire, 2-1/2" posts @ 10' OC,
              8' high, includes excavation, in concrete,
              excludes barbed wire

2.VZ20.1.01   Fence, chain link industrial, galvanized          15 EA
              steel, add for corner post, 6 ga. wire, 2-
              1/2" posts @ 10' OC, 8' high, 3"
              diameter, includes excavation, in
              concrete
2.VZ20.1.01   Fence, chain link industrial, double swing         2 Opng
              gates, 8' high, 20' opening, includes
              excavation, posts & hardware in concrete

2.VZ20.1.01   Signs, stock, aluminum, reflectorized,            20 EA
              .080" aluminum, 24" x 24", excludes
              posts
2.VZ20.1.01   Vadose -DC- Fence Total

2.VZ20.1.02   Vadose -DC- Subsurface VOC Vapor
              Monitoring
2.VZ20.1.02   Removal of Monitoring Tubing                      24 hour
2.VZ20.1.02   Structural concrete, ready mix,                   72 CF
              lightweight, 110 #/C.F., 3000 psi,
              includes local aggregate, sand, portland
              cement and water, excludes all additives
              and treatments
2.VZ20.1.02   Labor for refilling the shaft after tubing        12
              removal
2.VZ20.1.02   Mobilization or demobilization, dozer,             2 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.VZ20.1.02   Directional drilling, small equipment to           5 EA
              300', not to exceed 12" dia, small unit
              mobilization to site, excluding cost of
              conduit
2.VZ20.1.02   Well Head, hand holes, precast concrete,           5 EA
              with concrete cover, 2' x 2' x 3' deep,
              excludes excavation, backfill and cast in
              place concrete
2.VZ20.1.02   Structural excavation for minor                   2.5 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.VZ20.1.02   Valves, bronze, check, swing, regrinding           5 EA
              disc, threaded, class 150, 1/4"

2.VZ20.1.02   Cycle hauling(wait, load,travel, unload or        23 CY
              dump & return) time per cycle, excavated
              or borrow, loose cubic yards, 10 min
              wait/load/unload, 8 CY truck, cycle 6
              miles, 15 MPH, excludes loading
              equipment
2.VZ20.1.02   SVE - LLW Disposition                             23 CY
2.VZ20.1.02   Mobilization or demobilization, dozer,             4 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.VZ20.1.02   Pipe, steel, black, welded, 10" diameter,        250 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.VZ20.1.02   Pipe, steel, black, welded, 2" diameter,     1,050.00 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.VZ20.1.02   Structural concrete, ready mix, normal            15 CF
              weight, 3000 psi, includes local
              aggregate, sand, Portland cement and
              water, delivered, excludes all additives
              and treatments
2.VZ20.1.02   Structural concrete, placing, elevated            15 CF
              slab, pumped, less than 6" thick, includes
              vibrating, excludes material
2.VZ20.1.02   Bentonite clay, 50# bag, 1 per 10' of rod        230 EA

2.VZ20.1.02   Aggregate, sand, washed, for concrete,            1.7 CY
              loaded at the pit, includes material only
2.VZ20.1.02   Backfill, heavy soil, by hand, no                  16 CY
              compaction
2.VZ20.1.02   Pipe, stainless steel, butt weld, 1/4"        4,000.00 LF
              diameter, schedule 5, type 304, includes
              weld joint and clevis type hangers 10' OC

2.VZ20.1.02   Elbow, 90 Deg., stainless steel, long, butt        30 EA
              weld, 1/2", schedule 5, type 304,
              includes the weld machine
2.VZ20.1.02   Mud Dauber (monitoring port)                       30 EA
2.VZ20.1.02   Vadose -DC- Subsurface VOC Vapor
              Monitoring Total

2.VZ20.1.03   Vadose -DC- Vegetative Cover
2.VZ20.1.03   Fine grading, fine grade for small            1,984.00 SY
              irregular areas, to 15,000 S.Y.
2.VZ20.1.03   Geotextile Subsurface Drainage                1,984.00 SY
              Filtration, TRM , hand layed, ideal
              conditions
2.VZ20.1.03   Seeding, mechanical seeding, 215                   0.4 acre
              lb/acre
2.VZ20.1.03   Rent water truck, off highway, 6000                40 days
              gallon capacity - Rent per day
2.VZ20.1.03   Field Non-Manual - JHRS                           692 hour
2.VZ20.1.03   Craft Distributable - Labor                       865 hour
2.VZ20.1.03   Craft Distributable - Materials                   865 hour
2.VZ20.1.03   Vadose -DC- Vegetative Cover Total

2.VZ20.1      Vadose - Direct Capital Costs Total

2.VZ20.2      Vadose - Indirect Capital Costs
2.VZ20.2.01   Vadose -IC- Design
2.VZ20.2.01   Vadose Monitoring Design                            1 ea
2.VZ20.2.01   Vadose -IC- Design Total

2.VZ20.2.02   Vadose -IC- Professional Management

2.VZ20.2.02   Professional Management                             1 lsum
2.VZ20.2.02   Vadose -IC- Professional Management
              Total

2.VZ20.2.03   Vadose -IC- Contingency
2.VZ20.2.03   Contingency - Cost 30%                              1 lsum
2.VZ20.2.03   Contingency - Schedule 10%                          1 lsum
2.VZ20.2.03   Contingency - TPRA 10%                              1 lsum
2.VZ20.2.03   Vadose -IC- Contingency Total

2.VZ20.2      Vadose - Indirect Capital Costs Total

2.VZ20.3      Vadose - Direct O&M Costs
2.VZ20.3.01   Vadose -DOM- Cover Maintenance &
              Inspections
2.VZ20.3.01   Site Maintenance for 100 years.         1 lsum
2.VZ20.3.01   Annual Long Term Monitoring Report -    1 lsum
              100 years
2.VZ20.3.01   Vadose -DOM- Cover Maintenance &
              Inspections Total

2.VZ20.3.02   Vegetative Cover -DOM- Subsurface
              VOC Monitoring
2.VZ20.3.02   Sub Surface Monitoring 30 years         1 lsum
2.VZ20.3.02   Vegetative Cover -DOM- Subsurface
              VOC Monitoring Total

2.VZ20.3      Vadose - Direct O&M Costs Total

2.VZ20.4      Vadose Cover - Indirect O&M Costs
2.VZ20.4.02   Vadose -IOM- Professional
              Management
2.VZ20.4.02   Professional Management (0-30 years)    1 lsum

2.VZ20.4.02   Professional Management (31-100         1 lsum
              years)
2.VZ20.4.02   Vadose -IOM- Professional
              Management Total

2.VZ20.4.03   Vegetative Cover -IOM- Contingency
2.VZ20.4.03   Contingency - Cost 30%                  1 lsum
2.VZ20.4.03   Contingency - Schedule 10%              1 lsum
2.VZ20.4.03   Contingency - TPRA 10%                  1 lsum
2.VZ20.4.03   Vegetative Cover -IOM- Contingency
              Total

2.VZ20.4      Vadose Cover - Indirect O&M Costs
              Total

2.VZ20        Vadose Zone Site Monitoring Total

2.VZ3A        Vadose Zone Soil Vapor Extraction
2.VZ3A.1      Vadose - Direct Capital Costs
2.VZ3A.1.01   Vadose -DC- Fence
2.VZ3A.1.01   Fence, chain link industrial, aluminized     1,450.00 LF
              steel, 6 ga. wire, 2-1/2" posts @ 10' OC,
              8' high, includes excavation, in concrete,
              excludes barbed wire

2.VZ3A.1.01   Fence, chain link industrial, galvanized          15 EA
              steel, add for corner post, 6 ga. wire, 2-
              1/2" posts @ 10' OC, 8' high, 3"
              diameter, includes excavation, in
              concrete
2.VZ3A.1.01   Fence, chain link industrial, double swing         2 Opng
              gates, 8' high, 20' opening, includes
              excavation, posts & hardware in concrete

2.VZ3A.1.01   Signs, stock, aluminum, reflectorized,            20 EA
              .080" aluminum, 24" x 24", excludes
              posts
2.VZ3A.1.01   Fine grading, select gravel, 6" deep,        1,984.00 SY
              hand grading, including compaction
2.VZ3A.1.01   Seeding, mechanical seeding, 215                  0.4 acre
              lb/acre
2.VZ3A.1.01   Rent water truck, off highway, 6000               40 days
              gallon capacity - Rent per day
2.VZ3A.1.01   Vadose -DC- Fence Total

2.VZ3A.1.02   Vadose -DC- Subsurface VOC Vapor
              Monitoring
2.VZ3A.1.02   Removal of Monitoring Tubing                      24 hour
2.VZ3A.1.02   Structural concrete, ready mix,                   72 CF
              lightweight, 110 #/C.F., 3000 psi,
              includes local aggregate, sand, portland
              cement and water, excludes all additives
              and treatments
2.VZ3A.1.02   Labor for refilling the shaft after tubing        12 hour
              removal
2.VZ3A.1.02   Mobilization or demobilization, dozer,             2 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.VZ3A.1.02   Directional drilling, small equipment to           5 EA
              300', not to exceed 12" dia, small unit
              mobilization to site, excluding cost of
              conduit
2.VZ3A.1.02   Well Head, hand holes, precast concrete,           5 EA
              with concrete cover, 2' x 2' x 3' deep,
              excludes excavation, backfill and cast in
              place concrete
2.VZ3A.1.02   Structural excavation for minor                   2.5 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.VZ3A.1.02   Valves, bronze, check, swing, regrinding           5 EA
              disc, threaded, class 150, 1/4"

2.VZ3A.1.02   Cycle hauling(wait, load,travel, unload or        23 CY
              dump & return) time per cycle, excavated
              or borrow, loose cubic yards, 10 min
              wait/load/unload, 8 CY truck, cycle 6
              miles, 15 MPH, excludes loading
              equipment
2.VZ3A.1.02   SVE - LLW Disposition                             23 CY
2.VZ3A.1.02   Mobilization or demobilization, dozer,             4 EA
              loader, backhoe or excavator, above 150
              H.P., up to 50 miles
2.VZ3A.1.02   Pipe, steel, black, welded, 10" diameter,        250 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.VZ3A.1.02   Pipe, steel, black, welded, 2" diameter,     1,050.00 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.VZ3A.1.02   Structural concrete, ready mix, normal            15 CF
              weight, 3000 psi, includes local
              aggregate, sand, Portland cement and
              water, delivered, excludes all additives
              and treatments
2.VZ3A.1.02   Structural concrete, placing, elevated            15 CF
              slab, pumped, less than 6" thick, includes
              vibrating, excludes material
2.VZ3A.1.02   Bentonite clay, 50# bag, 1 per 10' of rod        230 EA

2.VZ3A.1.02   Aggregate, sand, washed, for concrete,            1.7 CY
              loaded at the pit, includes material only

2.VZ3A.1.02   Backfill, heavy soil, by hand, no                 16 CY
              compaction
2.VZ3A.1.02   Pipe, stainless steel, butt weld, 1/4"        4,000.00 LF
              diameter, schedule 5, type 304, includes
              weld joint and clevis type hangers 10' OC

2.VZ3A.1.02   Elbow, 90 Deg., stainless steel, long, butt        30 EA
              weld, 1/2", schedule 5, type 304,
              includes the weld machine
2.VZ3A.1.02   Mud Dauber (monitoring port)                       30 EA
2.VZ3A.1.02   Vadose -DC- Subsurface VOC Vapor
              Monitoring Total

2.VZ3A.1.03   Vadose -DC- Soil Vapor Extraction
2.VZ3A.1.03   SVE Unit - Contractors Price                        2 ea
2.VZ3A.1.03   SVE Piping Equipment (1 per extraction             12 ea
              borehole)
2.VZ3A.1.03   Well Heads, hand holes, precast                     6 EA
              concrete, with concrete cover, 2' x 2' x 3'
              deep, excludes excavation, backfill and
              cast in place concrete
2.VZ3A.1.03   Structural excavation for minor                     3 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.VZ3A.1.03   Cycle hauling(wait, load,travel, unload or       18.6 CY
              dump & return) time per cycle, excavated
              or borrow, loose cubic yards, 10 min
              wait/load/unload, 8 CY truck, cycle 4
              miles, 15 MPH, no loading equipment

2.VZ3A.1.03   SVE - LLW Disposition                            18.6 CY
2.VZ3A.1.03   Directional drilling, small equipment to            6 EA
              300', not to exceed 12" dia, small unit
              mobilization to site, excluding cost of
              conduit
2.VZ3A.1.03   Pipe, steel, black, welded, 10" diameter,         300 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.VZ3A.1.03   Pipe, steel, black, welded, 2" diameter,      1,260.00 LF
              schedule 40, Spec. A-53, includes yoke
              & roll hanger assembly, sized for
              covering, 10' OC
2.VZ3A.1.03   Structural concrete, ready mix, normal             18 CF
              weight, 3000 psi, includes local
              aggregate, sand, Portland cement and
              water, delivered, excludes all additives
              and treatments
2.VZ3A.1.03   Structural concrete, placing, elevated            18 CF
              slab, pumped, less than 6" thick, includes
              vibrating, excludes material
2.VZ3A.1.03   Structural excavation for minor                    3 CY
              structures, bank measure, normal soil,
              pits to 6' deep, hand pits
2.VZ3A.1.03   Field Non-Manual - JHRS                           978 hour
2.VZ3A.1.03   Craft Distributable - Labor                  1,222.00 hour
2.VZ3A.1.03   Craft Distributable - Materials              1,222.00 hour
2.VZ3A.1.03   Vadose -DC- Soil Vapor Extraction Total


2.VZ3A.1      Vadose - Direct Capital Costs Total

2.VZ3A.2      Vadose - Indirect Capital Costs
2.VZ3A.2.01   Vadose -IC- Design
2.VZ3A.2.01   Vadose SVE Design                                  1 ea
2.VZ3A.2.01   Vadose -IC- Design Total

2.VZ3A.2.02   Vadose -IC- Professional Management

2.VZ3A.2.02   Professional Management                            1 lsum
2.VZ3A.2.02   Vadose -IC- Professional Management
              Total

2.VZ3A.2.03   Vadose -IC- Contingency
2.VZ3A.2.03   Contingency - Cost 30%                             1 lsum
2.VZ3A.2.03   Contingency - Schedule 10%                         1 lsum
2.VZ3A.2.03   Contingency - TPRA 10%                             1 lsum
2.VZ3A.2.03   Vadose -IC- Contingency Total

2.VZ3A.2      Vadose - Indirect Capital Costs Total

2.VZ3A.3      Vadose - Direct O&M Costs
2.VZ3A.3.01   Vadose -DOM- Cover Maintenance &
              Inspections
2.VZ3A.3.01   Site Maintenance for 100 years.                    1 lsum
2.VZ3A.3.01   Annual Long Term Monitoring Report -               1 lsum
              100 years
2.VZ3A.3.01   Vadose -DOM- Cover Maintenance &
              Inspections Total

2.VZ3A.3.02   Vadose -DOM- Subsurface VOC
              Monitoring
2.VZ3A.3.02   Soil Monitoring 100 years                          1 lsum
2.VZ3A.3.02   Vadose -DOM- Subsurface VOC
              Monitoring Total

2.VZ3A.3.03   Vadose -DOM- Active Monitoring &
              Operation
2.VZ3A.3.03   Active SVE Operation (3 years)            1 lsum
2.VZ3A.3.03   Active SVE Monitoring (3 years)           1 lsum
2.VZ3A.3.03   Vadose -DOM- Active Monitoring &
              Operation Total

2.VZ3A.3      Vadose - Direct O&M Costs Total

2.VZ3A.4      Vadose - Indirect O&M Costs
2.VZ3A.4.02   Vadose -IOM- Professional
              Management
2.VZ3A.4.02   Professional Management (0-3 Years)       1 lsum

2.VZ3A.4.02   Professional Management (4-30 Years)      1 lsum

2.VZ3A.4.02   Professional Management (31-100           1 lsum
              Years)
2.VZ3A.4.02   Vadose -IOM- Professional
              Management Total

2.VZ3A.4.03   Vadose -IOM- Contingency
2.VZ3A.4.03   Contingency - Cost 30%                    1 lsum
2.VZ3A.4.03   Contingency - Schedule 10%                1 lsum
2.VZ3A.4.03   Contingency - TPRA 10%                    1 lsum
2.VZ3A.4.03   Vadose -IOM- Contingency Total

2.VZ3A.4      Vadose - Indirect O&M Costs Total

2.VZ3A        Vadose Zone Soil Vapor Extraction Total


2             Material Disposal Area "L" Feasability
              Study Total

              Grand Total
\Estimates\Projects\FY '10 Projects\10-00586 MDA L
 asility Study\IPT Folder A\MDA L Feasability Study
OPY.est                                                     Monday, September 27, 2010



                       Gross Unit Price                      Labor Hours       Labor Total - Gross




                                                      97              352.2               28,129.44




                                                      278              16.4                1,308.81




                                                 6,904                 80.1                6,398.45



                                                      207              16.6                1,328.91


                                                                      465.4               37,165.62




                                                      601              43.7                4,136.68
                                                       44              32.8                2,334.09




                                                      145              21.8                1,744.19

                                                      906                9.7                  767.9
1,982    72.9    5,760.81



1,742    75.7    5,389.96



 360     11.4     898.85


 137       3      314.46


  22      3.1     246.58




1,747
  906    19.4    1,535.80


 237     375    38,875.42



  65    500.9   51,926.04



   6




   3      0.6      41.88


  65

  42
 212      262.1      3,391.40

  29      912.6     94,606.45



 207       49.8      5,160.35


 210        49.8     5,160.35
        2,444.20   222,291.21




   9      217.1     17,153.95

  35
   6       18.2      1,437.94

   2         6.1      479.31

   5       13.3      1,049.33

   2         4.6      360.03


  23       68.8      5,434.34
  27       35.2      2,782.99



   5       86.6      6,843.60

  10         24      1,896.49


1,983         4        314.1

2,240     436.8     34,516.44

 906       29.2      2,303.70


 113        771     87,203.94
  79        963     76,342.41
      12         963
            3,640.70   238,118.58


            6,550.30   497,575.40




 213,091




 521,140    2,388.00   521,140.43
            2,388.00   521,140.43




 494,701          1
 164,900          1
 164,900          1
                  3


            2,391.00   521,140.43




 216,166    2,676.80   180,556.07
 228,758    2,006.70   228,758.29

            4,683.50   409,314.36




4,376,246   3,438.50   305,370.67
            3,438.50   305,370.67
             8,122.00    714,685.03




1,815,412    8,318.60   1,815,412.14

  71,113       325.9      71,113.11

             8,644.40   1,886,525.25




1,559,398          1
  519,799          1
  519,799          1
                   3


             8,647.40   1,886,525.25


            25,710.70   3,619,926.11




      97       352.2      28,129.44




     278         16.4      1,308.81




   6,904         80.1      6,398.45
 207     16.6    1,328.91


        465.4   37,165.62




 601     43.7    4,136.68
  44     32.8    2,334.09




 145     21.8    1,744.19

 906      9.7      767.9


1,982    72.9    5,760.81



1,742    75.7    5,389.96



 360     11.4     898.85


 137       3      314.46


  22      3.1     246.58




1,747
  906    19.4    1,535.80


 237     375    38,875.42
65      500.9     51,926.04



 6




 3         0.6       41.88


65

42


212     262.1      3,391.40

29      912.6     94,606.45



207      49.8      5,160.35


210       49.8     5,160.35
      2,444.20   222,291.21




 9      217.1     17,153.95

35
 6       27.3      2,160.18

35
 6       27.3      2,160.18

 2         9.1      720.06

 5       19.9      1,576.37

 2         9.1      720.06
    23      137.5     10,868.69
    27       74.2      5,861.76



     5       86.6      6,843.60

    10         24      1,896.49


  1,983         4        314.1

  2,240     436.8     34,516.44

   906       29.2      2,303.70


   113         803    90,823.30
    79    1,003.00    79,513.43
    12    1,003.00
          3,911.20   257,432.30

          6,820.80   516,889.13




243,722




596,053   2,731.20   596,053.40
          2,731.20   596,053.40




565,814         1
188,605         1
188,605         1
                3

          2,734.20   596,053.40
  61,034         72.8      6,437.65
 471,563     3,252.00    471,563.10
 216,166     2,676.80    180,556.07
 228,758     2,006.70    228,758.29

             8,008.30    887,315.11




4,376,246    2,789.70    247,754.15
             2,789.70    247,754.15


            10,798.00   1,135,069.26




 146,481       671.2     146,481.39

1,924,565    8,818.70   1,924,565.45

             9,489.90   2,071,046.84




2,227,444          1
  742,481          1
  742,481          1
                   3

             9,492.90   2,071,046.84

            29,846.00   4,319,058.62
  97    352.2   28,129.44




 278     16.4    1,308.81




6,904    80.1    6,398.45



 207     16.6    1,328.91


        465.4   37,165.62




 601     43.7    4,136.68
  44     32.8    2,334.09




 145     21.8    1,744.19

 906      9.7      767.9


1,982    72.9    5,760.81



1,742    75.7    5,389.96



 360     11.4     898.85


 137       3      314.46
   22         3.1      246.58




 1,747
   906      19.4      1,535.80


  237        375     38,875.42



   65      500.9     51,926.04



    6




    3         0.6       41.88


   65

   42


  212      262.1      3,391.40

   29      912.6     94,606.45



  207       49.8      5,160.35


  210        49.8     5,160.35
         2,444.20   222,291.21




59,889         1
 307    218.4   36,847.79
 259    218.4   31,105.27
 259    218.4   31,105.27
 307    218.4   36,847.79
 307     18.2    3,070.65
 307     54.6    9,211.95
 307     18.2    3,070.65

 307     18.2    3,070.65
 307     18.2    3,070.65

  307    68.3   11,514.93
3,422     5.5

1,742    45.4    3,233.97



 360      6.8     539.31


 176     20.3    1,604.99




1,747
1,982    43.7    3,456.48



 237     225    23,325.25



  65    300.5   31,155.62



   6
   3          0.4       25.13


 472          6.8      707.53


   9       217.1     17,153.95

1,983          4        314.1

2,240      436.8     34,516.44

 113     2,763.00   312,509.07
  79     3,454.00   273,817.94
  12     3,454.00
        12,053.50   871,275.39




 307     1,092.00   184,238.93
 259     1,092.00   155,526.37
 259     1,092.00   155,526.37
 307     1,092.00   184,238.93
 307           91    15,353.24
 307          273    46,059.73
 307           91    15,353.24

 307          91     15,353.24
 307          91     15,353.24

  307      342.2     57,728.20
1,860        227     17,934.37



1,982      218.7     17,282.42



 237     1,125.00   116,626.25
      65     1,502.70    155,778.12



       6




       3          1.8        125.63


     176       102.6       8,111.26




   1,747
             8,524.90   1,160,589.57


            23,488.00   2,291,321.78




 671,840




1,643,067    7,528.80   1,643,066.66
             7,528.80   1,643,066.66




1,559,736
  519,912          1
  519,912          1
                   2

             7,530.80   1,643,066.66
 216,166     2,676.80    180,556.07
 228,758     2,006.70    228,758.29

             4,683.50    409,314.36




4,376,246    2,789.70    247,754.15
             2,789.70    247,754.15




  23,966        15.3       1,356.77
 418,788         267      23,709.02
               282.2      25,065.79




 425,405       271.2      24,083.64
               271.2      24,083.64


             8,026.70    706,217.94




 435,708     1,996.50    435,708.29

1,719,414    7,878.70   1,719,414.38

  71,113       325.9      71,113.11

            10,201.00   2,226,235.78




1,840,203          1
  613,401          1
  613,401          1
                   3
        10,204.00   2,226,235.78

        49,249.60   6,866,842.15




  97       352.2      28,129.44




 278         16.4      1,308.81




6,904        80.1      6,398.45



 207         16.6      1,328.91


   5         86.6      6,843.60

  10          24       1,896.49


1,983          4          314.1

2,240      436.8      34,516.44

         1,016.80     80,736.24




 601         43.7      4,136.68
  44         32.8      2,334.09
 145     21.8    1,744.19

 906      9.7      767.9


1,982    72.9    5,760.81



1,742    75.7    5,389.96



 360     11.4     898.85


 137       3      314.46


  22      3.1     246.58




1,747
  906    19.4    1,535.80


 237     375    38,875.42



  65    500.9   51,926.04



   6




   3      0.6      41.88
       65

       42


      212       262.1         3,391.40

       29       912.6       94,606.45



      207         49.8        5,160.35


      210         49.8       5,160.35
              2,444.20     222,291.21




     7,716
       113         692      78,268.65
        79         865      68,573.40
        12         865
              2,422.00     146,842.05

              5,883.00     449,869.50




 5,556,780




13,589,804   62,271.00   13,589,803.66
             62,271.00   13,589,803.66




12,900,350          1
 4,300,116          1
 4,300,116          1
                    3
            62,274.00   13,589,803.66




 216,166     2,676.80     180,556.07
 228,758     2,006.70     228,758.29

             4,683.50     409,314.36




4,376,246    2,789.70     247,754.15
             2,789.70     247,754.15


             7,473.30     657,068.51




1,815,412    8,318.60    1,815,412.14

  71,113       325.9       71,113.11

             8,644.40    1,886,525.25




1,559,399          1
  519,800          1
  519,800          1
                   3

             8,647.40    1,886,525.25


            84,277.60   16,583,266.92
  97    352.2   28,129.44




 278     16.4    1,308.81




6,904    80.1    6,398.45



 207     16.6    1,328.91


        465.4   37,165.62




 601     43.7    4,136.68
  44     32.8    2,334.09




 145     21.8    1,744.19

 906      9.7      767.9


1,982    72.9    5,760.81



1,742    75.7    5,389.96



 360     11.4     898.85
 137          3       314.46


  22         3.1      246.58




1,747
  906      19.4      1,535.80


 237        375     38,875.42



  65      500.9     51,926.04



   6




   3         0.6       41.88


  65

  42


 212      262.1      3,391.40

  29      912.6     94,606.45



 207       49.8      5,160.35


 210        49.8     5,160.35
        2,444.20   222,291.21
   16      336.8    21,911.71


   26    2,170.10   30,728.18


    1       14.3     1,121.26

    1         6.4     503.44
    0         3.2     253.25

    0         3.2     253.25

50,314
12,412
   804        3.6     285.82
 1,598        7.3     571.65
28,634
10,036
 1,709        3.6     285.82

18,112

10,172
31,895
12,576

 1,018        3.6     285.82

    1         1.8      113.3

    0

47,911
 6,844

26,522
 4,107

   28
    7       62.8     4,263.61
    7    114.5    7,771.64

    1     20.8    1,300.34

    9      4.5     255.55


   59      2.2     160.55


 5,777
    59     2.2     160.55
 2,591
    16   112.3    7,308.12


   26     724    10,251.29


    1      4.8     374.06

    1      2.1     167.81
    0      1.1      84.42

    0      1.1      84.42

50,314
12,412
   804     3.6     285.82
 1,598     7.3     571.65
28,634
10,036
 1,709     3.6     285.82

18,112

10,172
31,895
12,576

 1,018     3.6     285.82

    1      2.2     134.31

    0
47,911
 6,844

26,522
 4,107

   28
    7      21    1,422.02



    7     38.2   2,592.04

    1      6.9     433.7

    9      1.5     84.96


   59      0.6     44.15


 1,920
    59     0.6     44.15
   861
    16    56.2   3,654.06


   26    362.9   5,138.49


    1      2.4    186.56

    1      1.1     84.38
    0      0.5     42.44

    0      0.5     42.44

50,314
12,412
   804     3.6    285.82
 1,598     7.3    571.65
28,634
10,036
 1,709     3.6    285.82
18,112

10,172
31,895
12,576

 1,018        3.6      285.82

    1         1.1       67.53

    0

47,911
 6,844

26,522
 4,107

   28
    7       10.5       711.01



    7       19.1      1,296.02

    1         3.5      216.85

    9         0.7       42.48


   59         0.3       24.08


   962
    59        0.3       24.08
   431
 8,957       5.5        400.99
 2,029      87.4      6,415.88
   684
 1,620      163.8    10,231.92
   981      163.8     9,805.84
    29   1,635.60   120,120.52
    16      126.3     8,218.47
   26    814.7   11,535.91


    1      5.4     420.94

    1      2.4     189.38
    0      1.2      95.27

    0      1.2      95.27

 2,994
 1,193
 5,133
 3,508
 8,556
 3,422
 1,389
50,314
12,412
   804     3.6     285.82
 1,598     7.3     571.65
28,634
10,036
 1,709     3.6     285.82

18,112

10,172
31,895
12,576

 1,018     3.6     285.82

    1      1.1      67.53

    0

47,911
 6,844

26,522
 4,107

   28
     7         23.6      1,599.16



     7         42.9      2,914.93

     1          7.8        487.72

  1,198
      9         1.7         95.92


    59          0.8         56.19


  1,997
     59         0.8         56.19
    758
      9      217.1      17,153.95

  1,983          4          314.1

  2,240      436.8      34,516.44

   113     9,398.00   1,062,960.64
    79    11,747.00     931,250.52
    12    11,747.00
          40,826.80   2,328,072.70


222,446                 222,445.51
     82                  64,064.31
222,446                 222,445.51
     82                  14,948.34
222,446                 222,445.51
     82                  10,759.52
222,446                 222,445.51
     82                  24,065.18
                      1,003,619.36




  1,459       262.1      17,371.64
  4,204   15,681.10   1,239,123.67
3,454
  481   1,960.10   154,890.46
1,906


 265      412.2     32,574.46

 481      851.8     67,306.16


7,650
1,459      101.9     6,755.64
4,204   5,241.60   414,191.76

3,454
  481     655.2     51,773.97
1,906


 265        142     11,217.69


 481        273     21,572.49


7,650
1,459       43.7     2,895.27
4,204   2,751.80   217,450.67

3,454
  481       344     27,181.33
1,906


 265         71      5,608.85


 481        142     11,217.69


7,650
1,459      101.9     6,755.64
4,204   5,896.80   465,965.73

3,454
  481     737.1     58,245.72
   1,906


     265       155.6      12,296.32


     481       322.1      25,455.54


   7,650
            36,147.00   2,849,850.69


2,336,720                547,782.38

                         547,782.38

            79,883.40   6,988,781.95




2,844,398




6,956,328   31,875.20   6,956,327.82
            31,875.20   6,956,327.82




6,603,412          1
2,201,137          1
2,201,137          1
                   3

            31,878.20   6,956,327.82




 216,166     2,676.80    180,556.07
 228,758     2,832.80    191,073.79
              5,509.60     371,629.86




4,376,246     3,438.50     305,370.67
              3,438.50     305,370.67


              8,948.10     677,000.53




1,815,412     8,318.60    1,815,412.14

  71,113        325.9       71,113.11

              8,644.40    1,886,525.25




1,559,398           1
  519,800           1
  519,800           1
                    3

              8,647.40    1,886,525.25

            129,357.10   16,508,635.55




      97        352.2       28,129.44
 278     16.4    1,308.81




6,904    80.1    6,398.45



 207     16.6    1,328.91


        465.4   37,165.62




 601     43.7    4,136.68
  44     32.8    2,334.09




 145     21.8    1,744.19

 906      9.7      767.9


1,982    72.9    5,760.81



1,742    75.7    5,389.96



 360     11.4     898.85


 137       3      314.46
  22         3.1      246.58




1,747
  906      19.4      1,535.80


 237        375     38,875.42



  65      500.9     51,926.04



   6




   3         0.6       41.88


  65

  42


 212      262.1      3,391.40

  29      912.6     94,606.45



 207       49.8      5,160.35


 210        49.8     5,160.35
        2,444.20   222,291.21
   16      336.8    21,911.71


   26    2,170.10   30,728.18


    1       14.3     1,121.26

    1         6.4     503.44
    0         3.2     253.25

    0         3.2     253.25

50,314
12,412
   804        3.6     285.82
 1,598        7.3     571.65
28,634
10,036
 1,709        3.6     285.82

18,112

10,172
31,895
12,576

 1,018        3.6     285.82

    1         1.8      113.3

    0

47,911
 6,844

26,522
 4,107

   28
    7       62.8     4,263.61



    7      114.5     7,771.64
    1     20.8    1,300.34

    9      4.5     255.55


   59      2.2     160.55


 5,777
    59     2.2     160.55
 2,591
    16   112.3    7,308.12


   26     724    10,251.29


    1      4.8     374.06

    1      2.1     167.81
    0      1.1      84.42

    0      1.1      84.42

50,314
12,412
   804     3.6     285.82
 1,598     7.3     571.65
28,634
10,036
 1,709     3.6     285.82

18,112

10,172
31,895
12,576

 1,018     3.6     285.82

    1      2.2     134.31

    0

47,911
 6,844

26,522
 4,107

   28
    7      21    1,422.02



    7     38.2   2,592.04

    1      6.9     433.7

    9      1.5     84.96


   59      0.6     44.15


 1,920
    59     0.6     44.15
   861
    16    56.2   3,654.06


   26    362.9   5,138.49


    1      2.4    186.56

    1      1.1     84.38
    0      0.5     42.44

    0      0.5     42.44

50,314
12,412
   804     3.6    285.82
 1,598     7.3    571.65
28,634
10,036
 1,709     3.6    285.82

18,112
10,172
31,895
12,576

 1,018        3.6      285.82

    1         1.1       67.53

    0

47,911
 6,844

26,522
 4,107

   28
    7       10.5       711.01



    7       19.1      1,296.02

    1         3.5      216.85

    9         0.7       42.48


   59         0.3       24.08


   962
    59        0.3       24.08
   431
 8,957       5.5        400.99
 2,029      87.4      6,415.88
   684
 1,620      163.8    10,231.92
   981      163.8     9,805.84
    29   1,635.60   120,120.52
    16      126.3     8,218.47


   26      814.7     11,535.91
    1     5.4    420.94

    1     2.4    189.38
    0     1.2     95.27

    0     1.2     95.27

 2,994
 1,193
 5,133
 3,508
 8,556
 3,422
 1,389
50,314
12,412
   804    3.6    285.82
 1,598    7.3    571.65
28,634
10,036
 1,709    3.6    285.82

18,112

10,172
31,895
12,576

 1,018    3.6    285.82

    1     1.1     67.53

    0

47,911
 6,844

26,522
 4,107

   28
    7    23.6   1,599.16
   7         42.9      2,914.93

   1          7.8        487.72

1,198
    9         1.7         95.92


  59          0.8         56.19


1,997
   59         0.8         56.19
  758
2,240      436.8      34,516.44

 113     8,880.00   1,004,372.26
  79    11,100.00     879,959.20
  12    11,100.00
        38,793.70   2,200,724.95


1,459       262.1      17,371.64
4,204   15,681.10   1,239,123.67

3,454
  481    1,960.10    154,890.46
1,906


7,650
1,459       101.9      6,755.64
4,204    5,241.60    414,191.76

3,454
  481      655.2      51,773.97
1,906


7,650
1,459        43.7      2,895.27
4,204    2,751.80    217,450.67

3,454
  481        344      27,181.33
   1,906


   7,650
   1,459        101.9      6,755.64
   4,204     5,896.80    465,965.73

   3,454
     481       737.1      58,245.72
   1,906


   7,650
            33,777.40   2,662,601.50

            75,480.70   5,122,783.27




3,427,382




8,382,091   38,408.30   8,382,090.97

            38,408.30   8,382,090.97




7,956,841          1
2,652,280          1
2,652,280          1
                   3

            38,411.30   8,382,090.97




      15     2,676.80    180,556.07
 228,758     2,832.80    191,073.79

             5,509.60    371,629.86
4,376,246     3,438.50     305,370.67
              3,438.50     305,370.67


              8,948.10     677,000.53




1,815,412     8,318.60    1,815,412.14

  71,113        325.9       71,113.11

              8,644.40    1,886,525.25




1,559,398           1
  519,800           1
  519,800           1
                    3

              8,647.40    1,886,525.25

            131,487.50   16,068,400.02




      97        352.2       28,129.44




     278          16.4        1,308.81
6,904      80.1     6,398.45



 207       16.6     1,328.91


   9      217.1    17,153.95

  10         24     1,896.49


1,983         4       314.1

2,240     436.8    34,516.44

        1,147.20   91,046.60




 601       43.7     4,136.68
  44       32.8     2,334.09




 145       21.8     1,744.19

 906         9.7      767.9


1,982      72.9     5,760.81



1,742      75.7     5,389.96



 360       11.4      898.85


 137          3      314.46
  22         3.1      246.58




1,747
  906      19.4      1,535.80


 237        375     38,875.42



  65      500.9     51,926.04



   6




   3         0.6       41.88


  65

  42


 212      262.1      3,391.40

  29      912.6     94,606.45



 207       49.8      5,160.35


 210        49.8     5,160.35
        2,444.20   222,291.21
  26     4,069.90    57,628.18


   1         10.7      840.94

   1         10.7      840.94
   0          5.4      423.03

   0          5.4      423.03

2,994
1,193
5,133
3,508
8,556
3,422
1,389
   28
    7      117.8      7,995.80



   7       214.7     14,574.63

   1          39      2,438.61

 171         43.7     4,110.79
   9          4.5       255.55


  59          2.2      160.55


5,777
   59         2.2      160.55
2,591
  113    2,977.00   336,713.54
   79    3,722.00   295,063.80
   12    3,722.00
        14,947.30   721,629.95


   29    1,883.50   138,330.09
1,459        72.8     4,825.46
   4,204     4,280.60    338,256.60

   3,454
     481       535.1      42,282.08
   1,906


   7,650
             6,772.10    523,694.22


     856
     179


            25,310.80   1,558,661.98




1,401,513




3,427,575   15,705.80   3,427,575.11
            15,705.80   3,427,575.11




3,253,684          1
1,084,561          1
1,084,561          1
                   3

            15,708.80   3,427,575.11




 216,166     2,676.80    180,556.07
 228,758     2,832.80    191,073.79

             5,509.60    371,629.86
4,376,246    3,438.50    305,370.67
             3,438.50    305,370.67


             8,948.10    677,000.53




1,815,412    8,318.60   1,815,412.14

  71,113       325.9      71,113.11

             8,644.40   1,886,525.25




1,559,398          1
  519,800          1
  519,800          1
                   3

             8,647.40   1,886,525.25

            58,615.00   7,549,762.88




      97       352.2      28,129.44




     278         16.4      1,308.81
6,904    80.1    6,398.45



 207     16.6    1,328.91


        465.4   37,165.62




 601     43.7    4,136.68
  44     32.8    2,334.09




 145     21.8    1,744.19

 906      9.7      767.9


1,982    72.9    5,760.81



1,742    75.7    5,389.96



 360     11.4     898.85


 137       3      314.46


  22      3.1     246.58




1,747
  906    19.4    1,535.80
 237        375     38,875.42



  65      500.9     51,926.04



   6




   3         0.6       41.88


  65

  42


 212      262.1      3,391.40

  29      912.6     94,606.45



 207       49.8      5,160.35


 210        49.8     5,160.35
        2,444.20   222,291.21




2,240     436.8     34,516.44

   9      248.9     19,669.98

  35
   6       20.9      1,653.31

   2          7        551.1
     5       15.3      1,206.49

     2         5.2      413.33


    23       44.9      3,550.23
    27       40.4      3,193.04



     5       99.3      7,847.37

    10       27.5      2,174.66


  1,983        4.6      360.07

   906       29.2      2,303.70


   113         778    87,995.68
    79         972    77,055.89
    12         972
          3,702.00   242,491.28


          6,611.60   501,948.10




216,647




529,837   2,427.80   529,837.33
          2,427.80   529,837.33




502,957         1
167,652         1
167,652         1
                   3


             2,430.80    529,837.33




 216,166     2,676.80    180,556.07
 228,758     2,006.70    228,758.29

             4,683.50    409,314.36




4,376,246    2,789.70    247,754.15
             2,789.70    247,754.15


             7,473.30    657,068.51




1,815,412    8,318.60   1,815,412.14

  71,113       325.9      71,113.11

             8,644.40   1,886,525.25




1,559,398          1
  519,800          1
  519,800          1
                   3


             8,647.40   1,886,525.25


            25,163.10   3,575,379.19
  97    352.2   28,129.44




 278     16.4    1,308.81




6,904    80.1    6,398.45



 207     16.6    1,328.91


        465.4   37,165.62




 601     43.7    4,136.68
  44     32.8    2,334.09




 145     21.8    1,744.19

 906      9.7      767.9


1,982    72.9    5,760.81



1,742    75.7    5,389.96
 360     11.4     898.85


 137       3      314.46


  22      3.1     246.58




1,747
  906    19.4    1,535.80


 237     375    38,875.42



  65    500.9   51,926.04



   6




   3      0.6      41.88


  65

  42


 212    262.1    3,391.40

  29    912.6   94,606.45



 207     49.8    5,160.35
 210        49.8     5,160.35
        2,444.20   222,291.21




   9      248.9     19,669.98

  35
   6       31.4      2,479.96

  35
   6       31.4      2,479.96

   2       10.5       826.65

   5       22.9      1,809.73

   2       10.5       826.65


  23      157.8     12,472.52
  27       80.8      6,386.09



   5       99.3      7,847.37

  10       27.5      2,174.66


 906       29.2      2,303.70


1,983        4.6      360.07

2,240     436.8     34,516.44

 113         821    92,859.19
  79    1,026.00    81,336.77
  12    1,026.00
        4,064.50   268,349.75

        6,974.10   527,806.57
 246,413




 602,633     2,761.40    602,632.92
             2,761.40    602,632.92




 572,060           1
 190,686           1
 190,686           1
                   3

             2,764.40    602,632.92




  61,034         72.8      6,437.65
 471,563     3,252.00    471,563.10
 216,166     2,676.80    180,556.07
 228,758     2,006.70    228,758.29

             8,008.30    887,315.11




4,376,246    2,789.70    247,754.15
             2,789.70    247,754.15


            10,798.00   1,135,069.26




1,924,565    8,818.70   1,924,565.45

 146,481       671.2     146,481.39
             9,489.90   2,071,046.84




2,227,444          1
  742,481          1
  742,481          1
                   3

             9,492.90   2,071,046.84

            30,029.40   4,336,555.59




      97       352.2      28,129.44




     278         16.4      1,308.81




   6,904         80.1      6,398.45



     207         16.6      1,328.91


               465.4      37,165.62




     601         43.7      4,136.68
      44         32.8      2,334.09




     145         21.8      1,744.19
 906      9.7      767.9


1,982    72.9    5,760.81



1,742    75.7    5,389.96



 360     11.4     898.85


 137       3      314.46


  22      3.1     246.58




1,747
  906    19.4    1,535.80


 237     375    38,875.42



  65    500.9   51,926.04



   6




   3      0.6      41.88


  65
   42


  212      262.1      3,391.40

   29      912.6     94,606.45



  207       49.8      5,160.35


  210        49.8     5,160.35
         2,444.20   222,291.21




59,889         2
   307     291.2     49,130.38
   259     291.2     41,473.70
   259     291.2     41,473.70
   307      29.1      4,913.04
   307      24.3      4,093.17
   307      72.8     12,282.60
   307      24.3      4,093.17

  307       24.3      4,093.17
  307       24.3      4,093.17

   307         91    15,353.24
   307   1,164.80   196,521.53
 3,422       14.6

 1,742      60.5      4,311.96



  360         9.1      719.08


  176       27.1      2,139.99
1,747
1,982        58.3      4,608.64



 237         300      31,100.33



  65       400.7      41,540.83



   6




   3          0.5          33.5


 472          9.1        943.38


   9       217.1      17,153.95

1,983          4          314.1

2,240      436.8      34,516.44

 113     3,723.00    421,089.85
  79     4,654.00    368,948.66
  12     4,654.00
        16,899.10   1,304,941.62




 259     1,164.80    165,894.80
 259     1,164.80    165,894.80
 307     1,164.80    196,521.53
 307           97     16,360.42
 307        291.2     49,130.38
 307           97     16,360.42

 307          97      16,360.42
 307         97     16,360.42

  307       364     61,412.98
1,860     242.1     19,130.00



1,982     233.3     18,434.58



 237    1,200.00   124,401.34



  65    1,602.80   166,163.33



   6




   3         1.9         134


 176      109.2      8,628.99




1,747
   65

  42


 212      681.4      8,817.65

  29    2,913.00   301,983.79
     207       159.3      16,513.13


     210        159.3      16,513.13
            11,839.80   1,385,016.08


            31,648.40   2,949,414.52




 879,292




2,150,418    9,853.60   2,150,418.31
             9,853.60   2,150,418.31




2,041,320          1
  680,440          1
  680,440          1
                   3

             9,856.60   2,150,418.31




 216,166     2,676.80    180,556.07
 228,758     2,006.70    228,758.29

             4,683.50    409,314.36




4,376,246    2,789.70    247,754.15
             2,789.70    247,754.15




 418,788         267      23,709.02
  31,954        20.4       1,809.03
               287.3      25,518.05




 472,672       301.3      26,759.59
               301.3      26,759.59


             8,061.90    709,346.15




 438,833     2,010.80    438,832.84

1,737,910    7,963.40   1,737,909.70

  71,113       325.9      71,113.11

            10,300.10   2,247,855.65




1,858,075          1
  619,358          1
  619,358          1
                   3

            10,303.10   2,247,855.65

            59,870.00   8,057,034.64




      97       352.2      28,129.44
 278     16.4    1,308.81




6,904    80.1    6,398.45



 207     16.6    1,328.91


        465.4   37,165.62




 601     43.7    4,136.68
  44     32.8    2,334.09




 145     21.8    1,744.19

 906      9.7      767.9


1,982    72.9    5,760.81



1,742    75.7    5,389.96



 360     11.4     898.85


 137       3      314.46
  22         3.1      246.58




1,747
  906      19.4      1,535.80


 237        375     38,875.42



  65      500.9     51,926.04



   6




   3         0.6       41.88


  65

  42


 212      262.1      3,391.40

  29      912.6     94,606.45



 207       49.8      5,160.35


 210        49.8     5,160.35
        2,444.20   222,291.21




8,957        5.5      400.99
 2,029      43.7      3,207.94
   684
 1,620      196.6    12,278.30
   981      196.6    11,767.01
    29   5,028.50   369,304.61
    16   6,222.10   404,841.91


   26    6,971.30    98,710.42


    1      336.4     26,416.08

    1      336.4     26,416.08
    0      169.2     13,288.58

    0      169.2     13,288.58

 2,994
 1,193
 5,133
 3,508
 8,556
 3,422
 1,389
50,314
12,412
   804        3.6      285.82
 1,598        7.3      571.65
28,634
10,036
 1,709        3.6      285.82

18,112

10,172
31,895
12,576

 1,018        3.6      285.82

    1      338.5     21,142.35

    0
 47,911
  6,844

 26,522
  4,107

    28
     7     1,160.60     78,774.66



     7     2,115.50    143,589.25

     1       384.6      24,025.16

  1,198
    171        43.7      4,110.79
      9          23      1,305.18


    59         10.4        762.61


 29,501
     59        10.4        762.61
 13,234
  2,240      436.8      34,516.44

   113    17,712.00   2,003,315.47
    79    22,140.00   1,755,161.87
    12    22,140.00
          86,209.10   5,048,815.99


222,446
     82




  1,459       844.5      55,975.28
  4,204   50,363.00   3,979,692.47

  3,454
    481    6,295.40    497,461.56
     1,906


      265      1,310.40     103,547.94

      481      2,620.80     207,095.88


     7,650
              61,434.10    4,843,773.12


 2,336,720                 1,095,564.75

                           1,095,564.75

             150,552.80   11,247,610.69




 5,156,208




12,610,150    57,782.00   12,610,149.67
              57,782.00   12,610,149.67




11,970,397           1
 3,990,132           1
 3,990,132           1
                     3

              57,785.00   12,610,149.67




  216,166      2,676.80     180,556.07
  228,758      2,832.80     191,073.79

               5,509.60     371,629.86
4,376,246     3,438.50     305,370.67
              3,438.50     305,370.67


              8,948.10     677,000.53




1,815,412     8,318.60    1,815,412.14

  71,113        325.9       71,113.11

              8,644.40    1,886,525.25


              8,644.40    1,886,525.25


1,559,395           1
  519,800           1
  519,800           1
                    3


            225,933.40   26,421,286.14




      97        352.2       28,129.44




     278          16.4        1,308.81
6,904    80.1    6,398.45



 207     16.6    1,328.91


        465.4   37,165.62




 601     43.7    4,136.68
  44     32.8    2,334.09




 145     21.8    1,744.19

 906      9.7      767.9


1,982    72.9    5,760.81



1,742    75.7    5,389.96



 360     11.4     898.85


 137       3      314.46


  22      3.1     246.58




1,747
  906    19.4    1,535.80
 237        375     38,875.42



  65      500.9     51,926.04



   6




   3         0.6       41.88


  65

  42


 212      262.1      3,391.40

  29      912.6     94,606.45



 207       49.8      5,160.35


 210        49.8     5,160.35
        2,444.20   222,291.21




8,957       5.5        400.99
2,029      43.7      3,207.94
  684
1,620      196.6    12,278.30
  981      196.6    11,767.01
   29   5,028.50   369,304.61
   16   6,222.10   404,841.91
   26    6,971.30   98,710.42


    1      336.4    26,416.08

    1      336.4    26,416.08
    0      169.2    13,288.58

    0      169.2    13,288.58

 2,994
 1,193
 5,133
 3,508
 8,556
 3,422
 1,389
50,314
12,412
   804        3.6     285.82
 1,598        7.3     571.65
28,634
10,036
 1,709        3.6     285.82

18,112

10,172
31,895
12,576

 1,018        3.6     285.82

    1      338.5    21,142.35

    0

47,911
 6,844

26,522
 4,107

   28
    7      1,160.60     78,774.66



    7      2,115.50    143,589.25

    1        384.6      24,025.16

 1,198
   171         43.7      4,110.79
     9           23      1,305.18


   59          10.4        762.61


29,501
    59         10.4        762.61
13,234
     9       217.1      17,153.95

 1,983           4          314.1

 2,240       436.8      34,516.44

  113     16,970.00   1,919,391.57
   79     21,212.00   1,681,594.11
   12     21,212.00
          83,832.20   4,908,792.39


 1,459        844.5      55,975.28
 4,204    50,363.00   3,979,692.47

 3,454
   481     6,295.40    497,461.56
 1,906


 7,650
          57,502.90   4,533,129.31

         144,244.70   9,701,378.52
 6,545,713




16,008,359   73,353.30   16,008,359.26
             73,353.30   16,008,359.26




15,196,205          1
 5,065,401          1
 5,065,401          1
                    3

             73,356.30   16,008,359.26




  216,166     2,676.80     180,556.07
  228,758     2,832.80     191,073.79

              5,509.60     371,629.86




 4,376,246    3,438.50     305,370.67
              3,438.50     305,370.67


              8,948.10     677,000.53




 1,815,412    8,318.60    1,815,412.14

   71,113       325.9       71,113.11

              8,644.40    1,886,525.25
1,559,398           1
  519,800           1
  519,800           1
                    3

              8,647.40    1,886,525.25

            235,196.40   28,273,263.56




      97        352.2       28,129.44




     278          16.4        1,308.81




   6,904          80.1        6,398.45



     207          16.6        1,328.91


       9        217.1       17,153.95

      10           24         1,896.49


   1,983            4           314.1

   2,240        436.8       34,516.44

              1,147.20      91,046.60




     601          43.7        4,136.68
  44     32.8    2,334.09




 145     21.8    1,744.19

 906      9.7      767.9


1,982    72.9    5,760.81



1,742    75.7    5,389.96



 360     11.4     898.85


 137       3      314.46


  22      3.1     246.58




1,747
  906    19.4    1,535.80


 237     375    38,875.42



  65    500.9   51,926.04
   6




   3         0.6       41.88


  65

  42


 212      262.1      3,391.40

  29      912.6     94,606.45



 207       49.8      5,160.35


 210        49.8     5,160.35
        2,444.20   222,291.21




  29    1,883.50   138,330.09
   1       336.4    26,416.08

   1      336.4     26,416.08
   0      169.2     13,288.58

   0      169.2     13,288.58

2,994
1,193
5,133
3,508
8,556
3,422
1,389
   28
       7     1,160.60     78,774.66



       7     2,115.50    143,589.25

       1       384.6      24,025.16

     171         43.7      4,110.79
       9          4.5        255.55


      59          2.2        160.55


   5,777
      59          2.2        160.55
   2,591
     113     3,947.00    446,425.37
      79     4,934.00    391,145.83
      12     4,934.00
            20,423.10   1,306,387.11


     856
     179




   1,459        101.9      6,755.64
   4,204     8,386.60    662,706.81

   3,454
     481     1,048.30     82,838.35
   1,906


   7,650
             9,536.80    752,300.80

            33,551.30   2,372,025.71




3,235,205
7,912,099   36,254.70   7,912,098.51
            36,254.70   7,912,098.51




7,510,693          1
2,503,564          1
2,503,564          1
                   3

            36,257.70   7,912,098.51




 216,166     2,676.80    180,556.07
 228,758     2,832.80    191,073.79

             5,509.60    371,629.86




4,376,246    3,438.50    305,370.67
             3,438.50    305,370.67


             8,948.10    677,000.53




1,815,412    8,318.60   1,815,412.14

  71,113       325.9      71,113.11

             8,644.40   1,886,525.25




1,559,398          1
519,800          1
519,800          1
                 3

           8,647.40    1,886,525.25

          87,404.50   12,847,650.00




    97       352.2       28,129.44




   278         16.4        1,308.81




  6,904        80.1        6,398.45



   207         16.6        1,328.91


             465.4       37,165.62




   601         43.7        4,136.68
    44         32.8        2,334.09




   145         21.8        1,744.19

   906          9.7          767.9
1,982    72.9    5,760.81



1,742    75.7    5,389.96



 360     11.4     898.85


 137       3      314.46


  22      3.1     246.58




1,747
  906    19.4    1,535.80


 237     375    38,875.42



  65    500.9   51,926.04



   6




   3      0.6      41.88


  65

  42
   212      262.1      3,391.40

    29      912.6     94,606.45



   207       49.8      5,160.35


   210        49.8     5,160.35
          2,444.20   222,291.21




     5       86.6      6,843.60

    10         24      1,896.49


  1,983         4        314.1

  2,240     436.8     34,516.44

   113         692    78,268.65
    79         865    68,573.40
    12         865
          2,973.40   190,412.67

          5,883.00   449,869.50




186,256




455,514   2,087.20   455,513.91
          2,087.20   455,513.91




432,405         1
144,135         1
144,135         1
                   3

             2,090.20    455,513.91




 216,166     2,676.80    180,556.07
 228,758     2,006.70    228,758.29

             4,683.50    409,314.36




4,376,246    2,789.70    247,754.15
             2,789.70    247,754.15


             7,473.30    657,068.51




1,815,412    8,318.60   1,815,412.14

  71,113       325.9      71,113.11

             8,644.40   1,886,525.25




1,559,398          1
  519,800          1
  519,800          1
                   3


             8,647.40   1,886,525.25


            24,093.90   3,448,977.17
  97      352.2    28,129.44




 278       16.4     1,308.81




6,904      80.1     6,398.45



 207       16.6     1,328.91


   9      217.1    17,153.95

1,983         4       314.1

2,240     436.8    34,516.44

        1,123.20   89,150.11




 601       43.7     4,136.68
  44       32.8     2,334.09




 145       21.8     1,744.19

 906         9.7      767.9


1,982      72.9     5,760.81
1,742    75.7    5,389.96



 360     11.4     898.85


 137       3      314.46


  22      3.1     246.58




1,747
  906    19.4    1,535.80


 237     375    38,875.42



  65    500.9   51,926.04



   6




   3      0.6      41.88


  65

  42


 212    262.1    3,391.40
   29      912.6     94,606.45



  207       49.8      5,160.35


  210        49.8     5,160.35
         2,444.20   222,291.21




59,889         2
 3,422      21.8

 1,742      90.8      6,467.95



  360       13.6      1,078.62


  176       40.6      3,209.99




 1,747
 1,982      87.5      6,912.97



  237        450     46,650.50



   65      601.1     62,311.25



    6
       3         0.7       50.25


     472       13.6      1,415.07


     113         978   110,616.67
      79    1,222.00    96,874.79
      12    1,222.00
            4,743.80   335,588.05


            8,311.30   647,029.37




 285,859




 699,102    3,203.40   699,101.78
            3,203.40   699,101.78




 663,635          1
 221,212          1
 221,212          1
                  3

            3,206.40   699,101.78




 216,166    2,676.80   180,556.07
 228,758    2,006.70   228,758.29

            4,683.50   409,314.36




4,376,246   2,789.70   247,754.15
               2,789.70       247,754.15




 418,788            267         23,709.02
  23,966           15.3          1,356.77
                  282.2         25,065.79


               7,755.50       682,134.30




 435,708       1,996.50       435,708.29

1,552,954      7,115.90      1,552,954.27

  71,113          325.9         71,113.11

               9,438.30      2,059,775.67




1,702,607             1
  567,535             1
  567,535             1
                      3

               9,441.30      2,059,775.67

              28,714.40      4,088,041.11


            1,224,948.60   162,564,079.66


            1,224,948.60   162,564,079.66
                               6:43:42 PM



Mat Total - Gross    Subs Total - Gross     Equip Total - Gross    Other Total - Gross




        109,169.41                                      3,423.95




          2,695.01                                        159.13




          5,646.69                                      1,762.45



          2,446.90                                        364.47


        119,958.02                                      5,710.01




                                                       10,282.32
            813.12




                                                        1,043.78
                        4,149.46



 3,293.90                 27.18




  372.17


                         260.04




            40,182.84
                        2,087.57


19,677.87                821.34



14,283.57               1,634.97



   95.99




                           6.93


14,955.18

   71.27
18,397.95                3,011.57



  890.12                  163.24


    962.2                  163.24
73,813.36   40,182.84   23,651.64




                          373.43

47,039.52
                         2,295.97

                          588.16

 1,300.71                 701.28

                           158.6


                         2,499.69
 5,242.18                2,982.28



                         3,462.83

16,974.30


  396.38                  102.43

                        55,098.04

                         3,131.35
 11,534.65
 82,487.76                   71,394.07


276,259.13     40,182.84    100,755.72




              213,091.35
              213,091.35




                                         494,701.00
                                         164,900.00
                                         164,900.00
                                         824,501.00


              213,091.35                 824,501.00




 21,413.19                   14,196.95


 21,413.19                   14,196.95




             4,070,875.46
             4,070,875.46
 21,413.19   4,070,875.46    14,196.95




                                         1,559,398.00
                                           519,799.00
                                           519,799.00
                                         2,598,996.00


                                         2,598,996.00


297,672.32   4,324,149.65   114,952.67   3,423,497.00




109,169.41                    3,423.95




  2,695.01                     159.13




  5,646.69                    1,762.45
  2,446.90                 364.47


119,958.02                5,710.01




                         10,282.32
   813.12




                          1,043.78


                          4,149.46



  3,293.90                  27.18




   372.17


                           260.04




             40,182.84
                          2,087.57


 19,677.87                 821.34
14,283.57                1,634.97



   95.99




                             6.93


14,955.18

   71.27




18,397.95                3,011.57



  890.12                  163.24


    962.2                  163.24
73,813.36   40,182.84   23,651.64




                          373.43

70,541.75
                         3,449.17

70,541.75
                         3,449.17

                          883.58

 1,954.01                1,053.51

                           317.2
                            4,999.38
 11,041.51                  6,281.53



                            3,462.83

 16,974.30


   396.38                    102.43

                           55,098.04

                            3,131.35




 12,013.77
183,463.47                 82,601.62

377,234.84    40,182.84   111,963.27




             243,722.32
             243,722.32




                                       565,814.00
                                       188,605.00
                                       188,605.00
                                       943,024.00

             243,722.32                943,024.00
 54,596.25

 21,413.19                   14,196.95


 76,009.44                   14,196.95




             4,128,491.98
             4,128,491.98


 76,009.44   4,128,491.98    14,196.95




                                         2,227,444.00
                                           742,481.00
                                           742,481.00
                                         3,712,406.00

                                         3,712,406.00

453,244.29   4,412,397.14   126,160.22   4,655,430.00
109,169.41    3,423.95




  2,695.01     159.13




  5,646.69    1,762.45



  2,446.90     364.47


119,958.02    5,710.01




             10,282.32
   813.12




              1,043.78


              4,149.46



  3,293.90      27.18




   372.17
                          260.04




            40,182.84
                         2,087.57


19,677.87                 821.34



14,283.57                1,634.97



   95.99




                             6.93


14,955.18

   71.27




18,397.95                3,011.57



  890.12                  163.24


    962.2                  163.24
73,813.36   40,182.84   23,651.64




            59,889.17
            10,266.72

 1,976.34                 16.31




                          36.12




             1,747.08
                        2,489.68



11,806.72                 492.8



 8,570.14                980.98



     57.6
                             4.16




                          373.43

  396.38                  102.43

                        55,098.04




41,371.44
64,178.63   71,902.97   59,593.96




 9,881.71                  81.53



                        12,448.39



59,033.61                2,464.01
 42,850.70                  4,904.92



   287.98




                              20.79


                             182.56




               1,747.08
112,054.01     1,747.08    20,102.21


370,004.01   113,832.89   109,057.81




             671,839.61
             671,839.61




                                       1,559,736.00
                                         519,912.00
                                         519,912.00
                                       2,599,560.00

             671,839.61                2,599,560.00
21,413.19                  14,196.95


21,413.19                  14,196.95




            4,128,491.98
            4,128,491.98




              22,608.80
             395,079.16
             417,687.96




             401,321.61
             401,321.61


21,413.19   4,947,501.55   14,196.95




                                       1,840,203.30
                                         613,401.00
                                         613,401.00
                                       3,067,005.30
                                         3,067,005.30

391,417.20   5,733,174.05   123,254.76   5,666,565.30




109,169.41                    3,423.95




  2,695.01                     159.13




  5,646.69                    1,762.45



  2,446.90                     364.47


                              3,462.83

 16,974.30


   396.38                      102.43

                             55,098.04

137,328.70                   64,373.30




                             10,282.32
   813.12
                        1,043.78


                        4,149.46



 3,293.90                 27.18




  372.17


                         260.04




            40,182.84
                        2,087.57


19,677.87                821.34



14,283.57               1,634.97



   95.99




                           6.93
 14,955.18

    71.27




 18,397.95                    3,011.57



   890.12                      163.24


     962.2                      163.24
 73,813.36      40,182.84    23,651.64




             33,565,774.50


 10,360.83
 10,360.83   33,565,774.50

221,502.88   33,605,957.34   88,024.94




              5,556,780.12
              5,556,780.12




                                         12,900,350.00
                                          4,300,116.00
                                          4,300,116.00
                                         21,500,582.00
              5,556,780.12                21,500,582.00




 21,413.19                    14,196.95


 21,413.19                    14,196.95




              4,128,491.98
              4,128,491.98


 21,413.19    4,128,491.98    14,196.95




                                           1,559,399.00
                                             519,800.00
                                             519,800.00
                                           2,598,999.00

                                           2,598,999.00


242,916.08   43,291,229.44   102,221.89   24,099,581.00
109,169.41    3,423.95




  2,695.01     159.13




  5,646.69    1,762.45



  2,446.90     364.47


119,958.02    5,710.01




             10,282.32
   813.12




              1,043.78


              4,149.46



  3,293.90      27.18
  372.17


                          260.04




            40,182.84
                         2,087.57


19,677.87                 821.34



14,283.57                1,634.97



   95.99




                             6.93


14,955.18

   71.27




18,397.95                3,011.57



  890.12                  163.24


    962.2                  163.24
73,813.36   40,182.84   23,651.64
             6,672.87




            12,578.44
                         992.95
                         517.78
 1,026.67
             7,158.47
                         802.88
 1,423.65

             1,448.98

                         813.75
             7,973.82
                        1,006.07

  732.34




               68.21

             3,832.91
                        6,844.48

             6,630.59
                        4,106.69

50,650.84
             7,858.23
            3,914.65




3,191.24


              74.43


5,776.74
              74.43
2,590.63
            2,225.57




           50,313.75
                        2,482.39
                          517.78
1,026.67
           28,633.87
                        2,007.21
1,423.65

           18,112.20

                        2,034.37
           31,895.26
                       12,575.91

 732.34



              80.86
             4,791.13
                        6,844.48

             2,652.23
                        4,106.69

24,478.42
             2,620.92



             1,305.64




 1,060.89


               20.47


 1,919.88
               20.47
  860.69
             1,112.79




            50,313.75
                        2,482.39
                          517.78
 1,026.67
            28,633.87
                        2,007.21
 1,423.65
             18,112.20

                          2,034.37
             31,895.26
                         12,575.91

   732.34



                40.66

              4,791.13
                          6,844.48

              2,652.23
                          4,106.69

 12,253.33
              1,310.46



               652.82




   530.45


                11.17


   961.65
                11.17
     431.2
  8,555.60
              9,812.73
              6,844.48
              5,963.83

195,982.10   14,181.62
              2,502.81
                         5,988.92
                         2,385.30
                        10,266.72
                         7,015.59
                        17,111.19
                         3,422.24
                         2,778.86
            50,313.75
                         2,482.39
                           517.78
 1,026.67
            28,633.87
                         2,007.21
 1,423.65

            18,112.20

                         2,034.37
            31,895.26
                        12,575.91

  732.34




               40.66

             4,791.13
                         6,844.48

             2,652.23
                         4,106.69

27,527.63
               2,947.40



               1,468.27




                            3,593.35
  1,197.78


                 26.05


  1,996.88
                 26.05
   758.03
                373.43

   396.38       102.43

              55,098.04




140,703.63
494,554.64   576,282.16   159,353.22




               8,882.76
             270,288.40
1,239,849.75
                             17,753.03
               329,770.33


                              7,467.15

                              7,714.41


                84,154.56
                              3,454.41
                             90,347.10

 414,434.46
                              5,934.16
               110,558.84


                              2,571.47


                              2,472.57


                30,601.66
                              1,480.46
                             47,432.23

 217,578.09
                              3,115.43
                55,279.42


                              1,285.74


                              1,285.74


                                         7,650.41
                              3,454.41
                            101,640.48

 466,238.76
                              6,675.93
                123,902.15


                                 2,818.73


                                 2,917.63


                                                22,951.24
2,338,101.06    734,266.95     588,992.24       30,601.66


  36,397.50

  36,397.50

3,062,824.57    774,449.79    1,194,636.04     189,954.88




               2,844,397.65
               2,844,397.65




                                              6,603,411.60
                                              2,201,137.00
                                              2,201,137.00
                                             11,005,685.60

               2,844,397.65                  11,005,685.60




  21,413.19                     14,196.95
  22,660.55                     15,023.95
  44,073.74                     29,220.89




               4,070,875.46
               4,070,875.46


  44,073.74    4,070,875.46     29,220.89




                                              1,559,398.00
                                                519,800.00
                                                519,800.00
                                              2,598,998.00

                                              2,598,998.00

3,106,898.31   7,689,722.90   1,223,856.93   13,794,638.48




 109,169.41                      3,423.95
  2,695.01     159.13




  5,646.69    1,762.45



  2,446.90     364.47


119,958.02    5,710.01




             10,282.32
   813.12




              1,043.78


              4,149.46



  3,293.90      27.18




   372.17
                          260.04




            40,182.84
                         2,087.57


19,677.87                 821.34



14,283.57                1,634.97



   95.99




                             6.93


14,955.18

   71.27




18,397.95                3,011.57



  890.12                  163.24


    962.2                  163.24
73,813.36   40,182.84   23,651.64
             6,672.87




            12,578.44
                          992.95
                          517.78
 1,026.67
             7,158.47
                          802.88
 1,423.65

             1,448.98

                          813.75
             7,973.82
                        12,575.91

  732.34



               68.21

             3,832.91
                         6,844.48

             6,630.59
                         4,106.69

50,650.84
             7,858.23



             3,914.65
3,191.24


              74.43


5,776.74
              74.43
2,590.63
            2,225.57




           50,313.75
                        2,482.39
                          517.78
1,026.67
           28,633.87
                        2,007.21
1,423.65

           18,112.20

                        2,034.37
           31,895.26
                       12,575.91

 732.34



              80.86

            4,791.13
                        6,844.48

             2,652.23
                        4,106.69

24,478.42
             2,620.92



             1,305.64




 1,060.89


               20.47


 1,919.88
               20.47
  860.69
             1,112.79




            50,313.75
                        2,482.39
                          517.78
 1,026.67
            28,633.87
                        2,007.21
 1,423.65

            18,112.20
                          2,034.37
             31,895.26
                         12,575.91

   732.34




                40.66

              4,791.13
                          6,844.48

              2,652.23
                          4,106.69

 12,253.33
              1,310.46



               652.82




   530.45


                11.17


   961.65
                11.17
     431.2
  8,555.60
              9,812.73
              6,844.48
              5,963.83

195,982.10   14,181.62
              2,502.81
                         5,988.92
                         2,385.30
                        10,266.72
                         7,015.59
                        17,111.19
                         3,422.24
                         2,778.86
            50,313.75
                         2,482.39
                           517.78
 1,026.67
            28,633.87
                         2,007.21
 1,423.65

            18,112.20

                         2,034.37
            31,895.26
                        12,575.91

  732.34



               40.66

             4,791.13
                         6,844.48

             2,652.23
                         4,106.69

27,527.63
             2,947.40
                                1,468.27




                                             3,593.35
   1,197.78


                                  26.05


   1,996.88
                                  26.05
     758.03
                               55,098.04




 132,953.97
 486,408.60                   575,806.30   170,923.05


                                8,882.76
                              270,288.40

1,239,849.75
                               17,753.03
               2,279,799.49


                                           550,829.83
                                3,454.41
                               90,347.10

 414,434.46
                                5,934.16
                760,568.56


                                           198,910.77
                                1,480.46
                               47,432.23

 217,578.09
                                3,115.43
                381,237.37


                                                53,552.90
                                 3,454.41
                               101,640.48

 466,238.76
                                 6,675.93
                855,877.90


                                               114,756.21
2,338,101.06   4,277,483.33    560,458.81      918,049.71

3,018,281.03   4,317,666.17   1,165,626.75    1,088,972.76




               3,427,381.94
               3,427,381.94




                                              7,956,841.00
                                              2,652,280.00
                                              2,652,280.00
                                             13,261,401.00

               3,427,381.94                  13,261,401.00




  21,413.19                     14,196.95
  22,660.55                     15,023.95

  44,073.74                     29,220.89
                4,070,875.46
                4,070,875.46


  44,073.74     4,070,875.46     29,220.89




                                               1,559,398.00
                                                 519,800.00
                                                 519,800.00
                                               2,598,998.00

                                               2,598,998.00

3,062,354.77   11,815,923.57   1,194,847.64   16,949,371.76




 109,169.41                       3,423.95




   2,695.01                         159.13
  5,646.69    1,762.45



  2,446.90     364.47


               373.43

 16,974.30


   396.38      102.43

             55,098.04

137,328.70   61,283.91




             10,282.32
   813.12




              1,043.78


              4,149.46



  3,293.90      27.18




   372.17
                          260.04




            40,182.84
                         2,087.57


19,677.87                 821.34



14,283.57                1,634.97



   95.99




                             6.93


14,955.18

   71.27




18,397.95                3,011.57



  890.12                  163.24


    962.2                  163.24
73,813.36   40,182.84   23,651.64
                          2,994.46
                          1,192.65
                         10,266.72
                          7,015.59
                         17,111.19
                          3,422.24
                          2,778.86
 20,666.90
             14,737.01



              7,341.37




  3,191.24


                74.43


  5,776.74
                74.43
  2,590.63


 44,581.50
 76,807.01   22,227.26   44,781.70


225,691.84   16,331.47
              2,467.43
                             73,783.46

338,454.81
                              4,846.23
              619,510.73


                                          374,870.30
564,146.65    619,510.73     97,428.60    374,870.30


             1,920,163.22
               401,666.80
             2,321,830.01

852,095.71   2,981,523.58   204,591.41    419,652.00




             1,401,513.40
             1,401,513.40




                                         3,253,684.00
                                         1,084,561.40
                                         1,084,561.00
                                         5,422,806.40

             1,401,513.40                5,422,806.40




 21,413.19                   14,196.95
 22,660.55                   15,023.95

 44,073.74                   29,220.89
             4,070,875.46
             4,070,875.46


 44,073.74   4,070,875.46    29,220.89




                                         1,559,398.00
                                           519,800.00
                                           519,800.00
                                         2,598,998.00

                                         2,598,998.00

896,169.46   8,453,912.44   233,812.30   8,441,456.40




109,169.41                    3,423.95




  2,695.01                     159.13
  5,646.69                1,762.45



  2,446.90                 364.47


119,958.02                5,710.01




                         10,282.32
   813.12




                          1,043.78


                          4,149.46



  3,293.90                  27.18




   372.17


                           260.04




             40,182.84
                          2,087.57
19,677.87                 821.34



14,283.57                1,634.97



   95.99




                             6.93


14,955.18

   71.27




18,397.95                3,011.57



  890.12                  163.24


    962.2                  163.24
73,813.36   40,182.84   23,651.64




                        55,098.04

                          428.21

53,599.10
                         2,639.85

                          676.26
  1,495.52                   806.32

                             182.08


                            1,633.03
  6,014.58                  3,421.70



                            3,970.73

 19,463.98


   454.39                    117.42

                            3,131.35




 11,642.46
 92,670.03                 72,104.98


286,441.40    40,182.84   101,466.63




             216,647.00
             216,647.00




                                       502,957.00
                                       167,652.00
                                       167,652.00
                                          838,261.00


              216,647.00                  838,261.00




 21,413.19                   14,196.95


 21,413.19                   14,196.95




             4,128,491.98
             4,128,491.98


 21,413.19   4,128,491.98    14,196.95




                                         1,559,398.00
                                           519,800.00
                                           519,800.00
                                         2,598,998.00


                                         2,598,998.00


307,854.59   4,385,321.83   115,663.58   3,437,259.00
109,169.41    3,423.95




  2,695.01     159.13




  5,646.69    1,762.45



  2,446.90     364.47


119,958.02    5,710.01




             10,282.32
   813.12




              1,043.78


              4,149.46



  3,293.90      27.18
  372.17


                         260.04




            40,182.84
                        2,087.57


19,677.87                821.34



14,283.57               1,634.97



   95.99




                           6.93


14,955.18

   71.27




18,397.95               3,011.57



  890.12                 163.24
     962.2                   163.24
 73,813.36   40,182.84    23,651.64




                            428.21

 53,984.96
                           3,959.77

 80,398.65
                           3,959.77

                           1,014.38

  2,243.28                 1,209.47

                            364.16


                           5,737.11
 12,029.17                 6,843.40



                           3,970.73

 19,463.98


                           3,131.35


   454.39                   117.42

                          55,098.04




 12,289.26
180,863.68                85,833.82

374,635.05   40,182.84   115,195.47
             246,412.53
             246,412.53




                                       572,060.00
                                       190,686.00
                                       190,686.00
                                       953,432.00

             246,412.53                953,432.00




54,596.25

21,413.19                  14,196.95


76,009.44                  14,196.95




            4,128,491.98
            4,128,491.98


76,009.44   4,128,491.98   14,196.95
                                         2,227,444.00
                                           742,481.00
                                           742,481.00
                                         3,712,406.00

                                         3,712,406.00

450,644.50   4,415,087.35   129,392.42   4,665,838.00




109,169.41                    3,423.95




  2,695.01                     159.13




  5,646.69                    1,762.45



  2,446.90                     364.47


119,958.02                    5,710.01




                             10,282.32
   813.12
                        1,043.78


                        4,149.46



 3,293.90                 27.18




  372.17


                         260.04




            40,182.84
                        2,087.57


19,677.87                821.34



14,283.57               1,634.97



   95.99




                           6.93


14,955.18
   71.27




18,397.95                 3,011.57



  890.12                   163.24


    962.2                   163.24
73,813.36    40,182.84   23,651.64




            119,778.35




             27,377.91

 2,635.12                   21.74




                            48.16
              1,747.08
                          3,319.57



15,742.30                  657.07



11,426.85                 1,307.98



     76.8




                              5.54




                           373.43

  396.38                   102.43

                         55,098.04




55,744.84
86,022.29   148,903.34   60,933.97
10,540.49                 86.97



                       13,278.29



62,969.19               2,628.28



45,707.42               5,231.92



  307.18




                          22.18


                         194.21




            1,747.08
47,856.58

  221.35




58,726.27               9,612.93
  2,848.40                     522.37


  3,079.03                      522.37
232,255.91      1,747.08     32,099.51


512,049.58    190,833.26    122,395.13




              879,291.85
              879,291.85




                                         2,041,320.00
                                           680,440.00
                                           680,440.20
                                         3,402,200.20

              879,291.85                 3,402,200.20




 21,413.19                   14,196.95


 21,413.19                   14,196.95




             4,128,491.98
             4,128,491.98




              395,079.16
               30,145.06
              425,224.22




              445,912.90
              445,912.90


 21,413.19   4,999,629.10    14,196.95




                                         1,858,075.00
                                           619,358.00
                                           619,358.00
                                         3,096,791.00

                                         3,096,791.00

533,462.77   6,069,754.21   136,592.08   6,498,991.20




109,169.41                    3,423.95
  2,695.01     159.13




  5,646.69    1,762.45



  2,446.90     364.47


119,958.02    5,710.01




             10,282.32
   813.12




              1,043.78


              4,149.46



  3,293.90      27.18




   372.17
                          260.04




            40,182.84
                         2,087.57


19,677.87                 821.34



14,283.57                1,634.97



   95.99




                             6.93


14,955.18

   71.27




18,397.95                3,011.57



  890.12                  163.24


    962.2                  163.24
73,813.36   40,182.84   23,651.64




 8,555.60
               4,906.36
               8,213.37
               7,156.60

602,537.28    43,600.69
             123,288.34




                           2,994.46
                           1,192.65
                          10,266.72
                           7,015.59
                          17,111.19
                           3,422.24
                           2,778.86
             603,765.01
                          12,411.93
                             517.78
  1,026.67
             343,606.44
                          10,036.04
  1,423.65

               1,811.22

                          10,171.85
             382,743.16
                          12,575.91

   732.34



              12,728.55
                             574,936.07
                                             6,844.48

                             318,268.18
                                             4,106.69

 162,709.48
                             145,189.07



                              72,327.22




                                             2,395.57

  16,298.41


                                 353.56


  29,501.41
                                 353.56
  13,233.80
                              55,098.04




  265,189.26
1,101,207.90                2,698,345.45   103,841.94


               222,445.51
               138,066.79
               360,512.30




                              28,622.23
                             868,085.03

3,982,024.40
                              57,017.40
               1,219,959.59


                                23,736.65

                                23,736.65


                                                84,154.56
3,982,024.40   1,219,959.59   1,001,197.96      84,154.56


  72,795.00

  72,795.00

5,349,798.67   1,620,654.73   3,728,905.05     187,996.50




               5,156,208.16
               5,156,208.16




                                             11,970,397.00
                                              3,990,132.00
                                              3,990,132.00
                                             19,950,661.00

               5,156,208.16                  19,950,661.00




  21,413.19                     14,196.95
  22,660.55                     15,023.95

  44,073.74                     29,220.89
                4,070,875.46
                4,070,875.46


  44,073.74     4,070,875.46     29,220.89




                                               1,559,395.00
                                                 519,800.00
                                                 519,800.00
                                               2,598,995.00


5,393,872.42   10,847,738.35   3,758,125.94   22,737,652.50




 109,169.41                       3,423.95




   2,695.01                         159.13
  5,646.69                1,762.45



  2,446.90                 364.47


119,958.02                5,710.01




                         10,282.32
   813.12




                          1,043.78


                          4,149.46



  3,293.90                  27.18




   372.17


                           260.04




             40,182.84
                          2,087.57
 19,677.87                  821.34



 14,283.57                 1,634.97



    95.99




                               6.93


 14,955.18

    71.27




 18,397.95                 3,011.57



   890.12                   163.24


     962.2                   163.24
 73,813.36   40,182.84    23,651.64




  8,555.60
                           4,906.36
                           8,213.37
                           7,156.60

602,537.28                43,600.69
                         123,288.34
                           2,994.46
                           1,192.65
                          10,266.72
                           7,015.59
                          17,111.19
                           3,422.24
                           2,778.86
             603,765.01
                          12,411.93
                             517.78
  1,026.67
             343,606.44
                          10,036.04
  1,423.65

             217,346.37

                          10,171.85
             382,743.16
                          12,575.91

   732.34




              12,728.55

             574,936.07
                           6,844.48

             318,268.18
                           4,106.69

162,709.48
                               145,189.07



                                72,327.22




                                                2,395.57

  16,298.41


                                   353.56


  29,501.41
                                   353.56
  13,233.80
                                   373.43

     396.38                        102.43

                                55,098.04




  254,073.83
1,090,488.85                  2,914,356.46    103,841.94


                                28,622.23
                               868,085.03

3,982,024.40
                                57,017.40
               7,323,569.94


                                             1,767,245.69
3,982,024.40   7,323,569.94    953,724.67    1,767,245.69

5,266,284.62   7,363,752.78   3,897,442.77   1,871,087.64
            6,545,713.30
            6,545,713.30




                                       15,196,205.00
                                        5,065,401.00
                                        5,065,401.00
                                       25,327,007.00

            6,545,713.30               25,327,007.00




21,413.19                  14,196.95
22,660.55                  15,023.95

44,073.74                  29,220.89




            4,070,875.46
            4,070,875.46


44,073.74   4,070,875.46   29,220.89
                                               1,559,398.00
                                                 519,800.00
                                                 519,800.00
                                               2,598,998.00

                                               2,598,998.00

5,310,358.37   17,980,341.54   3,926,663.66   29,797,092.64




 109,169.41                       3,423.95




   2,695.01                         159.13




   5,646.69                       1,762.45



   2,446.90                         364.47


                                    373.43

  16,974.30


     396.38                         102.43

                                 55,098.04

 137,328.70                      61,283.91




                                 10,282.32
  813.12




                        1,043.78


                        4,149.46



 3,293.90                 27.18




  372.17


                         260.04




            40,182.84
                        2,087.57


19,677.87                821.34



14,283.57               1,634.97
    95.99




                              6.93


 14,955.18

    71.27




 18,397.95                3,011.57



   890.12                  163.24


     962.2                  163.24
 73,813.36   40,182.84   23,651.64




225,691.84               16,331.47




                                      2,994.46
                                      1,192.65
                                     10,266.72
                                      7,015.59
                                     17,111.19
                                      3,422.24
                                      2,778.86
 67,816.79
                              145,189.07



                               72,327.22




   3,191.24


                                  74.43


   5,776.74
                                  74.43
   2,590.63


  59,098.64
 364,165.88                   233,996.62    44,781.70


               2,741,133.58
                 573,400.39
               3,314,533.97


                                3,454.41
                              144,555.36

 663,095.13
                                9,494.66
               6,103,610.35


                                           298,366.16
 663,095.13    6,103,610.35   157,504.42   298,366.16

1,238,403.06   9,458,327.16   476,436.60   343,147.86




               3,235,204.89
            3,235,204.89




                                        7,510,693.00
                                        2,503,564.00
                                        2,503,564.00
                                       12,517,821.00

            3,235,204.89               12,517,821.00




21,413.19                  14,196.95
22,660.55                  15,023.95

44,073.74                  29,220.89




            4,070,875.46
            4,070,875.46


44,073.74   4,070,875.46   29,220.89




                                        1,559,398.00
                                               519,800.00
                                               519,800.00
                                             2,598,998.00

                                             2,598,998.00

1,282,476.81   16,764,407.51   505,657.49   15,459,966.86




 109,169.41                      3,423.95




   2,695.01                       159.13




   5,646.69                      1,762.45



   2,446.90                       364.47


 119,958.02                      5,710.01




                                10,282.32
     813.12




                                 1,043.78
                        4,149.46



 3,293.90                 27.18




  372.17


                         260.04




            40,182.84
                        2,087.57


19,677.87                821.34



14,283.57               1,634.97



   95.99




                           6.93


14,955.18

   71.27
 18,397.95                 3,011.57



   890.12                   163.24


     962.2                   163.24
 73,813.36    40,182.84   23,651.64




                           3,462.83

 16,974.30


   396.38                   102.43

                          55,098.04




 10,360.83
 27,731.51                58,663.29

221,502.88    40,182.84   88,024.94




             186,256.20
             186,256.20




                                      432,405.00
                                      144,135.00
                                      144,135.00
                                          720,675.00

              186,256.20                  720,675.00




 21,413.19                   14,196.95


 21,413.19                   14,196.95




             4,128,491.98
             4,128,491.98


 21,413.19   4,128,491.98    14,196.95




                                         1,559,398.00
                                           519,800.00
                                           519,800.00
                                         2,598,998.00


                                         2,598,998.00


242,916.08   4,354,931.02   102,221.89   3,319,673.00
109,169.41    3,423.95




  2,695.01     159.13




  5,646.69    1,762.45



  2,446.90     364.47


               373.43

   396.38      102.43

             55,098.04

120,354.40   61,283.91




             10,282.32
   813.12




              1,043.78


              4,149.46
 3,293.90                 27.18




  372.17


                         260.04




            40,182.84
                        2,087.57


19,677.87                821.34



14,283.57               1,634.97



   95.99




                           6.93


14,955.18

   71.27
18,397.95                 3,011.57



  890.12                   163.24


    962.2                   163.24
73,813.36    40,182.84   23,651.64




            119,778.35
             41,066.86

 3,952.69                   32.61




                            72.25




             32,495.69
                          4,979.36



23,613.45                   985.6



17,140.28                 1,961.97



  115.19
                                 8.32




 14,636.91
 59,458.52    193,340.90     8,040.11


253,626.27    233,523.74    92,975.66




              285,858.69
              285,858.69




                                          663,635.00
                                          221,211.50
                                          221,211.50
                                        1,106,058.00

              285,858.69                1,106,058.00




 21,413.19                  14,196.95


 21,413.19                  14,196.95




             4,128,491.98
                  4,128,491.98




                   395,079.16
                    22,608.80
                   417,687.96


   21,413.19      4,546,179.94      14,196.95




                                                   1,702,607.00
                                                     567,535.00
                                                     567,535.00
                                                   2,837,677.00

                                                   2,837,677.00

  275,039.47      5,065,562.36     107,172.60      3,943,735.00


22,247,297.42   155,603,653.38   11,900,596.07   166,890,748.13


22,247,297.42   155,603,653.38   11,900,596.07   166,890,748.13
Gross Total Costs




           140,723




             4,163




            13,808



             4,140


           162,834




            14,419
             3,147




             1,744

             1,812
 9,910



 8,711



  899


  687


  507




40,183
 3,623


59,375



67,845



   96




   49


14,955

   71
  3,391

116,016



  6,214


  6,286
359,939




 17,527

 47,040
  3,734

  1,067

  3,051

   519


  7,934
 11,007



 10,306

 18,871


   813

 89,614

  5,435


 87,204
 76,342
  11,535
 392,000


 914,773




 213,091
 213,091




 521,140
 521,140




 494,701
 164,900
 164,900
 824,501


1,558,733




 216,166
 228,758

 444,924




4,376,246
4,376,246
 4,821,171




 1,815,412

   71,113

 1,886,525




 1,559,398
   519,799
   519,799
 2,598,996


 4,485,521


11,780,198




  140,723




    4,163




   13,808
  4,140


162,834




 14,419
  3,147




  1,744

  1,812


  9,910



  8,711



   899


   687


   507




 40,183
  3,623


 59,375
 67,845



    96




    49


 14,955

    71


  3,391

116,016



  6,214


  6,286
359,939




 17,527

 70,542
  5,609

 70,542
  5,609

  1,604

  4,584

  1,037
  15,868
  23,185



  10,306

  18,871


     813

  89,614

   5,435


  90,823
  79,513
  12,014
 523,497

1,046,270




 243,722
 243,722




 596,053
 596,053




 565,814
 188,605
 188,605
 943,024

1,782,800
   61,034
  471,563
  216,166
  228,758

  977,521




 4,376,246
 4,376,246


 5,353,768




  146,481

 1,924,565

 2,071,047




 2,227,444
   742,481
   742,481
 3,712,406

 5,783,453

13,966,290
140,723




  4,163




 13,808



  4,140


162,834




 14,419
  3,147




  1,744

  1,812


  9,910



  8,711



   899


   687
   507




 40,183
  3,623


 59,375



 67,845



    96




    49


 14,955

    71


  3,391

116,016



  6,214


  6,286
359,939




 59,889
36,848
31,105
31,105
36,848
 3,071
 9,212
 3,071

 3,071
 3,071

11,515
10,267

 5,227



  539


 1,641




 1,747
 5,946



35,625



40,707



   58
      29


     708


  17,527

     813

  89,614

  312,509
  273,818
   41,371
1,066,951




 184,239
 155,526
 155,526
 184,239
  15,353
  46,060
  15,353

  15,353
  15,353

  57,728
  27,898



  29,731



 178,124
 203,534



     288




     146


   8,294




    1,747
1,294,493


2,884,216




 671,840
 671,840


1,643,067
1,643,067




1,559,736
  519,912
  519,912
2,599,560

4,914,466
 216,166
 228,758

 444,924




4,376,246
4,376,246




  23,966
 418,788
 442,754




 425,405
 425,405


5,689,330




 435,708

1,719,414

  71,113

2,226,236




1,840,203
  613,401
  613,401
3,067,005
 5,293,241

18,781,253




  140,723




    4,163




   13,808



    4,140


   10,306

   18,871


      813

   89,614

  282,438




   14,419
    3,147
 1,744

 1,812


 9,910



 8,711



  899


  687


  507




40,183
 3,623


59,375



67,845



   96




   49
   14,955

       71


    3,391

  116,016



    6,214


    6,286
  359,939




33,565,775
    78,269
    68,573
    10,361
33,722,977

34,365,355




 5,556,780
 5,556,780




13,589,804
13,589,804




12,900,350
 4,300,116
 4,300,116
21,500,582
40,647,166




  216,166
  228,758

  444,924




 4,376,246
 4,376,246


 4,821,171




 1,815,412

   71,113

 1,886,525




 1,559,399
   519,800
   519,800
 2,598,999

 4,485,524


84,319,215
140,723




  4,163




 13,808



  4,140


162,834




 14,419
  3,147




  1,744

  1,812


  9,910



  8,711



   899
   687


   507




 40,183
  3,623


 59,375



 67,845



    96




    49


 14,955

    71


  3,391

116,016



  6,214


  6,286
359,939
28,585


30,728


 1,121

  503
  253

  253

12,578
   993
   804
 1,598
 7,158
   803
 1,709

 1,449

   814
 7,974
 1,006

 1,018

  113

   68

 3,833
 6,844

 6,631
 4,107

50,651
12,122
11,686

 1,300

 3,447


  235


 5,777
   235
 2,591
 9,534


10,251


  374

  168
   84

   84

50,314
 2,482
   804
 1,598
28,634
 2,007
 1,709

18,112

 2,034
31,895
12,576

 1,018

  134

   81
 4,791
 6,844

 2,652
 4,107

24,478
 4,043



 3,898

  434

 1,146


   65


 1,920
    65
   861
 4,767


 5,138


  187

   84
   42

   42

50,314
 2,482
   804
 1,598
28,634
 2,007
 1,709
 18,112

  2,034
 31,895
 12,576

  1,018

    68

    41

  4,791
  6,844

  2,652
  4,107

 12,253
  2,021



  1,949

   217

   573


    35


    962
     35
    431
  8,957
 16,229
  6,844
 16,196
  9,806
330,284
 10,721
11,536


  421

  189
   95

   95

 5,989
 2,385
10,267
 7,016
17,111
 3,422
 2,779
50,314
 2,482
   804
 1,598
28,634
 2,007
 1,709

18,112

 2,034
31,895
12,576

 1,018

   68

   41

 4,791
 6,844

 2,652
 4,107

27,528
   4,547



   4,383

     488

   3,593
   1,294


      82


   1,997
      82
     758
  17,527

     813

  89,614

1,062,961
  931,251
  140,704
3,558,263


  222,446
   64,064
  222,446
   14,948
  222,446
   10,760
  222,446
   24,065
1,003,619




   26,254
1,509,412
1,239,850
  172,643
  329,770


  40,042

  75,021


  84,155
  10,210
 504,539

 414,434
  57,708
 110,559


  13,789


  24,045


  30,602
   4,376
 264,883

 217,578
  30,297
  55,279


   6,895


  12,503


   7,650
  10,210
 567,606

 466,239
  64,922
  123,902


   15,115


   28,373


    22,951
 6,541,813


  584,180

  584,180

12,210,647




 2,844,398
 2,844,398




 6,956,328
 6,956,328




 6,603,412
 2,201,137
 2,201,137
11,005,686

20,806,411




  216,166
  228,758
  444,924




 4,376,246
 4,376,246


 4,821,171




 1,815,412

   71,113

 1,886,525




 1,559,398
   519,800
   519,800
 2,598,998

 4,485,523

42,323,752




  140,723
  4,163




 13,808



  4,140


162,834




 14,419
  3,147




  1,744

  1,812


  9,910



  8,711



   899


   687
   507




 40,183
  3,623


 59,375



 67,845



    96




    49


 14,955

    71


  3,391

116,016



  6,214


  6,286
359,939
28,585


30,728


 1,121

  503
  253

  253

12,578
   993
   804
 1,598
 7,158
   803
 1,709

 1,449

   814
 7,974
12,576

 1,018

  113

   68

 3,833
 6,844

 6,631
 4,107

50,651
12,122



11,686
 1,300

 3,447


  235


 5,777
   235
 2,591
 9,534


10,251


  374

  168
   84

   84

50,314
 2,482
   804
 1,598
28,634
 2,007
 1,709

18,112

 2,034
31,895
12,576

 1,018

  134

   81

 4,791
 6,844

 2,652
 4,107

24,478
 4,043



 3,898

  434

 1,146


   65


 1,920
    65
   861
 4,767


 5,138


  187

   84
   42

   42

50,314
 2,482
   804
 1,598
28,634
 2,007
 1,709

18,112
  2,034
 31,895
 12,576

  1,018

    68

    41

  4,791
  6,844

  2,652
  4,107

 12,253
  2,021



  1,949

   217

   573


    35


    962
     35
    431
  8,957
 16,229
  6,844
 16,196
  9,806
330,284
 10,721


 11,536
  421

  189
   95

   95

 5,989
 2,385
10,267
 7,016
17,111
 3,422
 2,779
50,314
 2,482
   804
 1,598
28,634
 2,007
 1,709

18,112

 2,034
31,895
12,576

 1,018

   68

   41

 4,791
 6,844

 2,652
 4,107

27,528
 4,547
   4,383

     488

   3,593
   1,294


      82


   1,997
      82
     758
  89,614

1,004,372
  879,959
  132,954
3,433,863


   26,254
1,509,412

1,239,850
  172,643
2,279,799


 550,830
  10,210
 504,539

 414,434
  57,708
 760,569


 198,911
   4,376
 264,883

 217,578
  30,297
  381,237


   53,553
   10,210
  567,606

  466,239
   64,922
  855,878


   114,756
10,756,694

14,713,330




 3,427,382
 3,427,382




 8,382,091

 8,382,091




 7,956,841
 2,652,280
 2,652,280
13,261,401

25,070,874




  216,166
  228,758

  444,924
 4,376,246
 4,376,246


 4,821,171




 1,815,412

   71,113

 1,886,525




 1,559,398
   519,800
   519,800
 2,598,998

 4,485,523

49,090,898




  140,723




    4,163
 13,808



  4,140


 17,527

 18,871


   813

 89,614

289,659




 14,419
  3,147




  1,744

  1,812


  9,910



  8,711



   899


   687
   507




 40,183
  3,623


 59,375



 67,845



    96




    49


 14,955

    71


  3,391

116,016



  6,214


  6,286
359,939
 57,628


   841

   841
   423

   423

  2,994
  1,193
 10,267
  7,016
 17,111
  3,422
  2,779
 20,667
 22,733



 21,916

  2,439

  4,111
  3,447


   235


  5,777
    235
  2,591
336,714
295,064
 44,582
865,446


380,353
  7,293
  412,040

  338,455
   47,128
  619,511


   374,870
 2,179,650


 1,920,163
   401,667
 2,321,830

 6,016,525




 1,401,513
 1,401,513




 3,427,575
 3,427,575




 3,253,684
 1,084,561
 1,084,561
 5,422,806

10,251,895




  216,166
  228,758

  444,924
 4,376,246
 4,376,246


 4,821,171




 1,815,412

   71,113

 1,886,525




 1,559,398
   519,800
   519,800
 2,598,998

 4,485,523

25,575,113




  140,723




    4,163
 13,808



  4,140


162,834




 14,419
  3,147




  1,744

  1,812


  9,910



  8,711



   899


   687


   507




 40,183
  3,623
 59,375



 67,845



    96




    49


 14,955

    71


  3,391

116,016



  6,214


  6,286
359,939




 89,614

 20,098

 53,599
  4,293

  1,227
  3,508

   595


  5,183
 12,629



 11,818

 21,639


   932

  5,435


 87,996
 77,056
 11,642
407,266


930,039




216,647
216,647




529,837
529,837




502,957
167,652
167,652
  838,261


 1,584,745




  216,166
  228,758

  444,924




 4,376,246
 4,376,246


 4,821,171




 1,815,412

   71,113

 1,886,525




 1,559,398
   519,800
   519,800
 2,598,998


 4,485,523


11,821,478
140,723




  4,163




 13,808



  4,140


162,834




 14,419
  3,147




  1,744

  1,812


  9,910



  8,711
   899


   687


   507




 40,183
  3,623


 59,375



 67,845



    96




    49


 14,955

    71


  3,391

116,016



  6,214
   6,286
 359,939




  20,098

  53,985
   6,440

  80,399
   6,440

   1,841

   5,262

   1,191


  18,210
  25,259



  11,818

  21,639


   5,435


     932

  89,614

  92,859
  81,337
  12,289
 535,047

1,057,820
 246,413
 246,413




 602,633
 602,633




 572,060
 190,686
 190,686
 953,432

1,802,477




  61,034
 471,563
 216,166
 228,758

 977,521




4,376,246
4,376,246


5,353,768




1,924,565

 146,481
 2,071,047




 2,227,444
   742,481
   742,481
 3,712,406

 5,783,453

13,997,518




  140,723




    4,163




   13,808



    4,140


  162,834




   14,419
    3,147




    1,744
 1,812


 9,910



 8,711



  899


  687


  507




40,183
 3,623


59,375



67,845



   96




   49


14,955
    71


  3,391

116,016



  6,214


  6,286
359,939




119,778
 49,130
 41,474
 41,474
  4,913
  4,093
 12,283
  4,093

  4,093
  4,093

 15,353
196,522
 27,378

  6,969



   719


  2,188
   1,747
   7,928



  47,500



  54,276



      77




      39


     943


  17,527

     813

  89,614

  421,090
  368,949
   55,745
1,600,801




 165,895
 165,895
 196,522
  16,360
  49,130
  16,360

  16,360
 16,360

 61,413
 29,757



 31,713



189,999



217,103



   307




   156


  8,823




  1,747
 47,857

   221


  8,818

370,323
  19,884


   20,115
1,651,119


3,774,692




 879,292
 879,292


2,150,418
2,150,418




2,041,320
  680,440
  680,440
3,402,200

6,431,910




 216,166
 228,758

 444,924




4,376,246
4,376,246




 418,788
   31,954
  450,742




  472,672
  472,672


 5,744,585




  438,833

 1,737,910

   71,113

 2,247,856




 1,858,075
   619,358
   619,358
 3,096,791

 5,344,647

21,295,835




  140,723
  4,163




 13,808



  4,140


162,834




 14,419
  3,147




  1,744

  1,812


  9,910



  8,711



   899


   687
   507




 40,183
  3,623


 59,375



 67,845



    96




    49


 14,955

    71


  3,391

116,016



  6,214


  6,286
359,939




  8,957
    8,114
    8,213
   19,435
   11,767
1,015,443
  528,130


  98,710


  26,416

  26,416
  13,289

  13,289

   2,994
   1,193
  10,267
   7,016
  17,111
   3,422
   2,779
 603,765
  12,412
     804
   1,598
 343,606
  10,036
   1,709

   1,811

  10,172
 382,743
  12,576

   1,018

  21,142

  12,729
 574,936
   6,844

 318,268
   4,107

 162,709
 223,964



 215,916

  24,025

   2,396
   4,111
  17,604


   1,116


  29,501
   1,116
  13,234
  89,614

2,003,315
1,755,162
  265,189
8,952,211


 222,446
 138,067
 360,512




   84,598
4,847,777

3,982,024
  554,479
 1,219,960


  127,285

  230,833


    84,155
11,131,110


 1,168,360

 1,168,360

22,134,966




 5,156,208
 5,156,208




12,610,150
12,610,150




11,970,397
 3,990,132
 3,990,132
19,950,661

37,717,019




  216,166
  228,758

  444,924
 4,376,246
 4,376,246


 4,821,171




 1,815,412

   71,113

 1,886,525


 1,886,525


 1,559,395
   519,800
   519,800
 2,598,995


69,158,675




  140,723




    4,163
 13,808



  4,140


162,834




 14,419
  3,147




  1,744

  1,812


  9,910



  8,711



   899


   687


   507




 40,183
  3,623
  59,375



  67,845



      96




      49


  14,955

      71


   3,391

 116,016



   6,214


   6,286
 359,939




    8,957
    8,114
    8,213
   19,435
   11,767
1,015,443
  528,130
 98,710


 26,416

 26,416
 13,289

 13,289

  2,994
  1,193
 10,267
  7,016
 17,111
  3,422
  2,779
603,765
 12,412
    804
  1,598
343,606
 10,036
  1,709

217,346

 10,172
382,743
 12,576

  1,018

 21,142

 12,729

574,936
  6,844

318,268
  4,107

162,709
  223,964



  215,916

   24,025

    2,396
    4,111
   17,604


    1,116


   29,501
    1,116
   13,234
   17,527

      813

   89,614

 1,919,392
 1,681,594
   254,074
 9,017,480


    84,598
 4,847,777

 3,982,024
   554,479
 7,323,570


 1,767,246
18,559,694

28,099,946
 6,545,713
 6,545,713




16,008,359
16,008,359




15,196,205
 5,065,401
 5,065,401
25,327,007

47,881,080




  216,166
  228,758

  444,924




 4,376,246
 4,376,246


 4,821,171




 1,815,412

   71,113

 1,886,525
 1,559,398
   519,800
   519,800
 2,598,998

 4,485,523

85,287,720




  140,723




    4,163




   13,808



    4,140


   17,527

   18,871


      813

   89,614

  289,659




   14,419
 3,147




 1,744

 1,812


 9,910



 8,711



  899


  687


  507




40,183
 3,623


59,375



67,845
    96




    49


 14,955

    71


  3,391

116,016



  6,214


  6,286
359,939




380,353
 26,416

 26,416
 13,289

 13,289

  2,994
  1,193
 10,267
  7,016
 17,111
  3,422
  2,779
 67,817
  223,964



  215,916

   24,025

    4,111
    3,447


      235


     5,777
       235
     2,591
   446,425
   391,146
    59,099
 1,949,331


 2,741,134
   573,400
 3,314,534


   10,210
  807,262

   663,095
    92,333
 6,103,610


   298,366
 7,974,877

13,888,340




 3,235,205
 3,235,205




 7,912,099
 7,912,099




 7,510,693
 2,503,564
 2,503,564
12,517,821

23,665,124




  216,166
  228,758

  444,924




 4,376,246
 4,376,246


 4,821,171




 1,815,412

   71,113

 1,886,525




 1,559,398
   519,800
   519,800
 2,598,998

 4,485,523

46,860,159




  140,723




    4,163




   13,808



    4,140


  162,834




   14,419
    3,147




    1,744

    1,812
 9,910



 8,711



  899


  687


  507




40,183
 3,623


59,375



67,845



   96




   49


14,955

   71
  3,391

116,016



  6,214


  6,286
359,939




 10,306

 18,871


   813

 89,614

 78,269
 68,573
 10,361
276,807

799,580




186,256
186,256




455,514
455,514




432,405
144,135
144,135
  720,675

 1,362,445




  216,166
  228,758

  444,924




 4,376,246
 4,376,246


 4,821,171




 1,815,412

   71,113

 1,886,525




 1,559,398
   519,800
   519,800
 2,598,998


 4,485,523


11,468,719
140,723




  4,163




 13,808



  4,140


 17,527

   813

 89,614

270,788




 14,419
  3,147




  1,744

  1,812


  9,910
 8,711



  899


  687


  507




40,183
 3,623


59,375



67,845



   96




   49


14,955

   71


 3,391
116,016



  6,214


  6,286
359,939




119,778
 41,067

 10,453



  1,079


  3,282




 32,496
 11,892



 71,250



 81,413



   115
      59


   1,415


 110,617
  96,875
  14,637
 596,428


1,227,155




 285,859
 285,859




 699,102
 699,102




  663,635
  221,212
  221,212
1,106,058

2,091,018




 216,166
 228,758

 444,924




4,376,246
  4,376,246




   418,788
    23,966
   442,754


  5,263,924




   435,708

  1,552,954

    71,113

  2,059,776




  1,702,607
    567,535
    567,535
  2,837,677

  4,897,453

 13,479,551


519,206,375


519,206,375

								
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