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Attachment A - Site Example 1 Description of Project:
· Residential: 80 miles to site.
· (5) Auger borings to mine. Depth to mine, outcrop to 30 ft.
· (1) Test Pit
| Quantity |
| Cost / Unit |
| Total Cost |
| 1. Travel Costs |
| 320 |
| $ / Mile |
| $ |
| 2. Mobilization/Demobilization |
| 1.0 |
| $ / Site |
| $ |
| 3. Additional Mob./Demob. |
| 60 |
| $ / Mile |
| $ |
| 4. Core Drilling (Vertical) |
| 0 |
| $ / Ft |
| $ N / A |
| 5. Core Drilling (Angle) |
| 0 |
| $ / Ft |
| $ N / A |
| 6. Air Rotary Drilling |
| 0 |
| $ / Ft |
| $ N / A |
| 7. Reaming Coreholes |
| 0 |
| $ / Ft |
| $ N / A |
8. Subsurface Soil Sampling
| a) Auger Drilling |
| 150.0 |
| $ / Ft |
| $ |
| b) Continuous Split Spoon Sample |
| 14.0 |
| $ / Sample |
| $ |
| c) Shelby Tube Sample |
| 0 |
| $ / Sample |
| $ N / A |
| 9. Borehole Sealing |
| 150.0 |
| $ / Ft |
| $ |
| 10. Borehole Reclamation |
| 5 |
| $ / B.Hole |
| $ |
| 11. Natural Moisture Content Test |
| 0 |
| $ / Test |
| $ N / A |
| 12. Mechanical Analysis Test |
| 0 |
| $ / Test |
| $ N / A |
| 13 Consolidation Test |
| 0 |
| $ / Test |
| $ N / A |
| 14. Specific Gravity Test |
| 0 |
| $ / Test |
| $ N / A |
| 15. Direct Shear Test |
| 0 |
| $ / Test |
| $ N / A |
| 16. Fecal Coliform Test |
| 0 |
| $ / Test |
| $ N / A |
| 17. Test Pit |
| 300 |
| $ / Cu.Ft |
| $ |
| 18. Level Survey |
| 0 |
| $ / Hr |
| $ N / A |
| 19. Location Survey |
| 0 |
| $ / Hr |
| $ N / A |
| 20. Geologist Time |
| 8.0 |
| $ / Hr |
| 21. Field Technician Time |
| 0 |
| $ / Hr |
| $ N / A |
| 22. Engineering Analysis Time |
| 6.5 |
| $ / Hr |
| $ |
| 23. Report Preparation Time |
| 4.0 |
| $ / Hr |
| $ |
| 24. Expert Witness Testimony Time |
| 0 |
| $ / Hr |
| $ N / A |
| 25. Testimony Preparation Time |
| 0 |
| $ / Hr |
| $ N / A |
| 26. Stand-By Time |
| 0 |
| $ / Hr |
| $ N / A |
| 27. 4” Casing Installation |
| 0 |
| $ / Ft |
| $ N / A |
| 28. Piezometer Installation |
| 0 |
| $ / Ft |
| $ N / A |
Attachment A - Site Example 2
· Residential: 40 miles to site.
· 3- Core borings (1 to mine level, 2 into bedrock).
· Depth to mine: 65 ft. Depth to bedrock: 20 ft.
| Quantity |
| Cost / Unit |
| Total Cost |
| 1. Travel Costs |
| 160 |
| $ / Mile |
| $ |
| 2. Mobilization/Demobilization |
| 1 |
| $ / Site |
| $ |
| 3. Additional Mob./Demob. |
| 0 |
| $ / Mile |
| $ N / A |
| 4. Core Drilling (Vertical) |
| 80.0 |
| $ / Ft |
| $ |
| 5. Core Drilling (Angle) |
| 0 |
| $ / Ft |
| $ N / A |
| 6. Air Rotary Drilling |
| 0 |
| $ / Ft |
| $ N / A |
| 7. Reaming Coreholes |
| 0 |
| $ / Ft |
| $ N / A |
8. Subsurface Soil Sampling
| a) Auger Drilling |
| 60.0 |
| $ / Ft |
| $ |
| b) Continuous Split Spoon Sample |
| 40.0 |
| $ / Sample |
| $ |
| c) Shelby Tube Sample |
| 0 |
| $ / Sample |
| $ |
| 9. Borehole Sealing |
| 140.0 |
| $ / Ft |
| $ |
| 10. Borehole Reclamation |
| 3 |
| $ / B.Hole |
| $ |
| 11. Natural Moisture Content Test |
| 0 |
| $ / Test |
| $ N / A |
| 12. Mechanical Analysis Test |
| 0 |
| $ / Test |
| $ N / A |
| 13. Consolidation Test |
| 0 |
| $ / Test |
| $ N / A |
| 14. Specific Gravity Test |
| 0 |
| $ / Test |
| $ N / A |
| 15. Direct Shear Test |
| 0 |
| $ / Test |
| $ N / A |
| 16. Fecal Coliform Test |
| 0 |
| $ / Test |
| $ N / A |
| 17. Test Pit |
| 0 |
| $ / Cu.Ft |
| $ N / A |
| 18. Level Survey |
| 0 |
| $ / Hr |
| $ N / A |
| 19. Location Survey |
| 0 |
| $ / Hr |
| $ N / A |
| 20. Geologist Time |
| 8.0 |
| $ / Hr |
| $ |
| 21. Field Technician Time |
| 0 |
| $ / Hr |
| $ N / A |
| 22. Engineering Analysis Time |
| 5.5 |
| $ / Hr |
| $ |
| 23. Report Preparation Time |
| 2.0 |
| $ / Hr |
| $ |
| 24. Expert Witness Testimony Time |
| 0 |
| $ / Hr |
| $ N / A |
| 25. Testimony Preparation Time |
| 0 |
| $ / Hr |
| $ N / A |
| 26. Stand-By Time |
| 0 |
| $ / Hr |
| $ N / A |
| 27. 4” Casing Installation |
| 0 |
| $ / Ft |
| $ N / A |
| 28. Piezometer Installation |
| 0 |
| $ / Ft |
| $ N / A |
Attachment A - Site Example 3
· Residential: 30 miles to site.
· 2- Core borings (1 to mine level, 1 into bedrock ). 2-Auger to bedrock/refusal.
· Depth to mine: 120 ft. Depth to bedrock: 20 ft.
| Quantity |
| Cost / Unit |
| Total Cost |
| 1. Travel Costs |
| 120 |
| $ / Mile |
| $ |
| 2. Mobilization/Demobilization |
| 1 |
| $ / Site |
| $ |
| 3. Additional Mob./Demob. |
| 0 |
| $ / Mile |
| $ N / A |
| 4. Core Drilling (Vertical) |
| 100.0 |
| $ / Ft |
| $ |
| 5. Core Drilling (Angle) |
| 80.0 |
| $ / Ft |
| $ |
| 6. Air Rotary Drilling |
| 0 |
| $ / Ft |
| $ N / A |
| 7. Reaming Coreholes |
| 0 |
| $ / Ft |
| $ N / A |
8. Subsurface Soil Sampling
| a) Auger Drilling |
| 80.0 |
| $ / Ft |
| $ |
| b) Continuous Split Spoon Sample |
| 40.0 |
| $ / Sample |
| $ |
| c) Shelby Tube Sample |
| 2 |
| $ / Sample |
| $ |
| 9. Borehole Sealing |
| 260.0 |
| $ / Ft |
| $ |
| 10. Borehole Reclamation |
| 4 |
| $ / B.Hole |
| $ |
| 11. Natural Moisture Content Test |
| 1 |
| $ / Test |
| $ |
| 12. Mechanical Analysis Test |
| 1 |
| $ / Test |
| $ |
| 13. Consolidation Test |
| 1 |
| $ / Test |
| $ |
| 14. Specific Gravity Test |
| 1 |
| $ / Test |
| $ |
| 15. Direct Shear Test |
| 1 |
| $ / Test |
| $ |
| 16. Fecal Coliform Test |
| 1 |
| $ / Test |
| $ |
| 17. Test Pit |
| 0 |
| $ / Cu.Ft |
| $ N / A |
| 18. Level Survey |
| 0 |
| $ / Hr |
| $ N / A |
| 19. Location Survey |
| 0 |
| $ / Hr |
| $ N / A |
| 20. Geologist Time |
| 25.0 |
| $ / Hr |
| $ |
| 21. Field Technician Time |
| 0 |
| $ / Hr |
| $ N / A |
| 22. Engineering Analysis Time |
| 30.0 |
| $ / Hr |
| $ |
| 23. Report Preparation Time |
| 16.0 |
| $ / Hr |
| $ |
| 24. Expert Witness Testimony Time |
| 6.0 |
| $ / Hr |
| $ |
| 25. Testimony Preparation Time |
| 8.0 |
| $ / Hr |
| $ |
| 26. Stand-By Time |
| 0 |
| $ / Hr |
| $ N / A |
| 27. 4” Casing Installation |
| 0 |
| $ / Ft |
| $ N / A |
| 28. Piezometer Installation |
| 0 |
| $ / Ft |
| $ N / A |
Attachment A - Site Example 4
· Residential: 35 miles to site.
· 1- Core boring to mine level. 2-Air Rotary borings to mine level.
· Depth to mine: 75 ft. Depth to bedrock: 5 ft.
| Quantity |
| Cost / Unit |
| Total Cost |
| 1. Travel Costs |
| 140 |
| $ / Mile |
| $ |
| 2. Mobilization/Demobilization |
| 1 |
| $ / Site |
| $ |
| 3. Additional Mob./Demob. |
| 0 |
| $ / Mile |
| $ N / A |
| 4. Core Drilling (Vertical) |
| 70.0 |
| $ / Ft |
| $ |
| 5. Core Drilling (Angle) |
| 0 |
| $ / Ft |
| $ N / A |
| 6. Air Rotary Drilling |
| 150 |
| $ / Ft |
| $ |
| 7. Reaming Coreholes |
| 0 |
| $ / Ft |
| $ N / A |
8. Subsurface Soil Sampling
| a) Auger Drilling |
| 5.0 |
| $ / Ft |
| $ N / A |
| b) Continuous Split Spoon Sample |
| 0 |
| $ / Sample |
| $ N / A |
| c) Shelby Tube Sample |
| 0 |
| $ / Sample |
| $ N / A |
| 9. Borehole Sealing |
| 225.0 |
| $ / Ft |
| $ |
| 10. Borehole Reclamation |
| 3 |
| $ / B.Hole |
| $ |
| 11. Natural Moisture Content Test |
| 0 |
| $ / Test |
| $ N / A |
| 12. Mechanical Analysis Test |
| 0 |
| $ / Test |
| $ N / A |
| 13. Consolidation Test |
| 0 |
| $ / Test |
| $ N / A |
| 14. Specific Gravity Test |
| 0 |
| $ / Test |
| $ N / A |
| 15. Direct Shear Test |
| 0 |
| $ / Test |
| $ N / A |
| 16. Fecal Coliform Test |
| 0 |
| $ / Test |
| $ N / A |
| 17. Test Pit |
| 0 |
| $ / Cu.Ft |
| $ N / A |
| 18. Level Survey |
| 9.5 |
| $ / Hr |
| $ |
| 19. Location Survey |
| 0 |
| $ / Hr |
| $ N / A |
| 20. Geologist Time |
| 8.0 |
| $ / Hr |
| $ |
| 21. Field Technician Time |
| 4.5 |
| $ / Hr |
| $ |
| 22. Engineering Analysis Time |
| 14.0 |
| $ / Hr |
| $ |
| 23. Report Preparation Time |
| 12.0 |
| $ / Hr |
| $ |
| 24. Expert Witness Testimony Time |
| 0 |
| $ / Hr |
| $ N / A |
| 25. Testimony Preparation Time |
| 0 |
| $ / Hr |
| $ N / A |
| 26. Stand-By Time |
| 3.0 |
| $ / Hr |
| $ |
| 27. 4” Casing Installation |
| 0 |
| $ / Ft |
| $ N / A |
| 28. Piezometer Installation |
| 0 |
| $ / Ft |
| $ N / A |
Attachment A - Site Example 5
· Rural: 30 miles to site.
· 3- Core borings to mine level.
· Depth to mine: 45 ft. Depth to bedrock: 15 ft.
| Quantity |
| Cost / Unit |
| Total Cost |
| 1. Travel Costs |
| 100 |
| $ / Mile |
| $ |
| 2. Mobilization/Demobilization |
| 1 |
| $ / Site |
| $ |
| 3. Additional Mob./Demob. |
| 0 |
| $ / Mile |
| $ N / A |
| 4. Core Drilling (Vertical) |
| 90.0 |
| $ / Ft |
| $ |
| 5. Core Drilling (Angle) |
| 0 |
| $ / Ft |
| $ N / A |
| 6. Air Rotary Drilling |
| 0 |
| $ / Ft |
| $ N / A |
| 7. Reaming Coreholes |
| 90.0 |
| $ / Ft |
8. Subsurface Soil Sampling
| a) Auger Drilling |
| 45.0 |
| $ / Ft |
| $ |
| b) Continuous Split Spoon Sample |
| 0 |
| $ / Sample |
| $ N / A |
| c) Shelby Tube Sample |
| 0 |
| $ / Sample |
| $ N / A |
| 9. Borehole Sealing |
| 135.0 |
| $ / Ft |
| $ |
| 10. Borehole Reclamation |
| 3 |
| $ / B.Hole |
| $ |
| 11. Natural Moisture Content Test |
| 0 |
| $ / Test |
| $ N / A |
| 12. Mechanical Analysis Test |
| 0 |
| $ / Test |
| $ N / A |
| 13. Consolidation Test |
| 0 |
| $ / Test |
| $ N / A |
| 14. Specific Gravity Test |
| 0 |
| $ / Test |
| $ N / A |
| 15. Direct Shear Test |
| 0 |
| $ / Test |
| $ N / A |
| 16. Fecal Coliform Test |
| 0 |
| $ / Test |
| $ N / A |
| 17. Test Pit |
| 0 |
| $ / Cu.Ft |
| $ N / A |
| 18. Level Survey |
| 6.0 |
| $ / Hr |
| $ |
| 19. Location Survey |
| 0 |
| $ / Hr |
| $ N / A |
| 20. Geologist Time |
| 6.0 |
| $ / Hr |
| $ |
| 21. Field Technician Time |
| 4.5 |
| $ / Hr |
| $ |
| 22. Engineering Analysis Time |
| 15.0 |
| $ / Hr |
| $ |
| 23. Report Preparation Time |
| 6.0 |
| $ / Hr |
| $ |
| 24. Expert Witness Testimony Time |
| 0 |
| $ / Hr |
| $ N / A |
| 25. Testimony Preparation Time |
| 0 |
| $ / Hr |
| $ N / A |
| 26. Stand-By Time |
| 0 |
| $ / Hr |
| $ N / A |
| 27. 4” Casing Installation |
| 90.0 |
| $ / Ft |
| $ N / A |
| 28. Piezometer Installation |
| 0 |
| $ / Ft |
| $ N / A |
Attachment A - Site Example 6
· Rural: 100 miles to site
· Install 3 Piezometers at depths of 400 ft., 300 ft. and 100 ft.
· 6 in. diameter. Air Rotary
· Depth to coal seam: 400 ft. Depth to bedrock: 15 ft.
| Quantity |
| Cost / Unit |
| Total Cost |
| 1. Travel Costs |
| 800 |
| $ / Mile |
| $ |
| 2. Mobilization/Demobilization |
| 1 |
| $ / Site |
| $ |
| 3. Additional Mob./Demob. |
| 100 |
| $ / Mile |
| $ N / A |
| 4. Core Drilling (Vertical) |
| 0 |
| $ / Ft |
| $ N / A |
| 5. Core Drilling (Angle) |
| 0 |
| $ / Ft |
| $ N / A |
| 6. Air Rotary Drilling |
| 800 |
| $ / Ft |
| $ |
| 7. Reaming Coreholes |
| 0 |
| $ / Ft |
| $ N / A |
| 8. Subsurface Soil Sampling |
| 0 |
| a) Auger Drilling |
| 0 |
| $ / Ft |
| $ N / A |
| b) Continuous Split Spoon Sample |
| 0 |
| $ / Sample |
| $ N / A |
| c) Shelby Tube Sample |
| 0 |
| $ / Sample |
| $ N / A |
| 9. Borehole Sealing |
| 800 |
| $ / Ft |
| $ |
| 10. Borehole Reclamation |
| 3 |
| $ / B.Hole |
| $ |
| 11. Natural Moisture Content Test |
| 0 |
| $ / Test |
| $ N / A |
| 12. Mechanical Analysis Test |
| 0 |
| $ / Test |
| $ N / A |
| 13. Consolidation Test |
| 0 |
| $ / Test |
| $ N / A |
| 14. Specific Gravity Test |
| 0 |
| $ / Test |
| $ N / A |
| 15. Direct Shear Test |
| 0 |
| $ / Test |
| $ N / A |
| 16. Fecal Coliform Test |
| 0 |
| $ / Test |
| $ N / A |
| 17. Test Pit |
| 0 |
| $ / Cu.Ft |
| $ N / A |
| 18. Level Survey |
| 1 |
| $ / Hr |
| $ |
| 19. Location Survey |
| 1 |
| $ / Hr |
| $ |
| 20. Geologist Time |
| 0 |
| $ / Hr |
| $ N / A |
| 21. Field Technician Time |
| 40.0 |
| $ / Hr |
| $ |
| 22. Engineering Analysis Time |
| 0 |
| $ / Hr |
| $ N / A |
| 23. Report Preparation Time |
| 0 |
| $ / Hr |
| $ N / A |
| 24. Expert Witness Testimony Time |
| 0 |
| $ / Hr |
| $ N / A |
| 25. Testimony Preparation Time |
| 0 |
| $ / Hr |
| $ N / A |
| 26. Stand-By Time |
| 0 |
| $ / Hr |
| $ N / A |
| 27. 4” Casing Installation |
| 0 |
| $ / Ft |
| $ N / A |
| 28. Piezometer Installation |
| 800 |
| $ / Ft |
Attachment A Example Site Summary Sheet
Cost / Site
Attachment A Unit Price Summary Sheet
Cost / Unit
| 2. Mobilization/Demobilization |
| $ / Site |
| 3. Additional Mobilization/Demobilization |
| $ / Mile |
| 4. Core Drilling (Vertical) |
| $ / Ft |
| 5. Core Drilling (Angle) |
| $ / Ft |
| 6. Air Rotary Drilling |
| $ / Ft |
| 7. Reaming Coreholes |
| $ / Ft |
8. Subsurface Soil Sampling
| b) Continuous Split Spoon Sample |
| $ / Sample |
| c) Shelby Tube Sample |
| $ / Sample |
| 9. Borehole Sealing |
| $ / Ft |
| 10. Borehole Reclamation |
| $ / B.Hole |
| 11. Natural Moisture Content Test |
| $ / Test |
| 12. Mechanical Analysis Test |
| $ / Test |
| 13. Consolidation Test |
| $ / Test |
| 14. Specific Gravity Test |
| $ / Test |
| 15. Direct Shear Test |
| $ / Test |
| 16. Fecal Coliform Test |
| $ / Test |
| 19. Location Survey |
| $ / Hr |
| 20. Geologist Time |
| $ / Hr |
| 21. Field Technician Time |
| $ / Hr |
| 22. Engineering Analysis Time |
| $ / Hr |
| 23. Report Preparation Time |
| $ / Hr |
| 24. Expert Witness Testimony Time |
| $ / Hr |
| 25. Testimony Preparation Time |
| $ / Hr |
| 27. 4” Casing Installation |
| $ / Ft |
| 28. Piezometer Installation |
| $ / Ft |
*Additional items/services shall be added as necessary to meet the needs of the Department upon mutual agreement of both parties.