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BASE YEAR
| ITEM | DESCRIPTION | QUANTITY | U/I | UNIT PRICE | AMOUNT |
| BASE YEAR | | | | |
| 0001 | Mobilization and Demobilization | | | | |
| 0001A | Land-Based 0-400 MILES | 20 | EA | $ - 0 | $ - 0 |
| 0001B | Overwater 0-400 MILES | 2 | EA | $ - 0 | $ - 0 |
| 0001C | Swamp/Marsh Buggy 0-400 MILES | 2 | EA | $ - 0 | $ - 0 |
| 0001D | Jack up Boat/Barge 0-400 MILES | 2 | EA | $ - 0 | $ - 0 |
| 0001E | Reverse Circulation | 2 | EA | $ - 0 | $ - 0 |
0002 Standby Time 16 HR $ - 0 $ - 0
| 0003 | Drilling | | | $ - 0 | |
| 0003A | Drilling Day (8 hrs/day) | 240 | DA | $ - 0 | $ - 0 |
| 0003B | Drilling Overtime | 50 | HR | $ - 0 | $ - 0 |
| 0003C | Swamp/Marsh Buggy drilling | 2 | DA | $ - 0 | $ - 0 |
| 0003D | Jack Up Boat/Barge drilling | 2 | DA | $ - 0 | $ - 0 |
| 0003E | Reverse Circulation | 2 | DA | $ - 0 | $ - 0 |
| 0004 | Support | | | $ - 0 | |
| 0004A | Overwater Drilling Support (Barge, Tugboat) | 2 | DA | $ - 0 | $ - 0 |
| 0004B | Helper Boat | 2 | DA | $ - 0 | $ - 0 |
| 0005 | Personnel | | | $ - 0 | |
| 0005A | Boat Operator | 40 | HR | $ - 0 | $ - 0 |
| 0005B | Boat Operator Overtime | 40 | HR | $ - 0 | $ - 0 |
| 0005C | Driller | 40 | HR | $ - 0 | $ - 0 |
| 0005D | Driller Overtime | 40 | HR | $ - 0 | $ - 0 |
| 0005C | Laborer | 100 | HR | $ - 0 | $ - 0 |
| 0005D | Laborer Overtime | 100 | HR | $ - 0 | $ - 0 |
| 0005E | Geologist | 100 | HR | $ - 0 | $ - 0 |
| 0005F | Geologist Overtime | 100 | HR | $ - 0 | $ - 0 |
| 0005G | Railroad Flagman | 10 | HR | $ - 0 | $ - 0 |
| 0005H | Railroad Flagman, Overtime | 10 | HR | $ - 0 | $ - 0 |
Supplies & Equipment $ - 0
| 0006 | Piezometer Materials, General | | | $ - 0 | |
| 0006A | At-grade manhole covers | 35 | EA | $ - 0 | $ - 0 |
| 0006B | Bentonite | 20 | BG | $ - 0 | $ - 0 |
| 0006C | Filter Sand | 20 | BG | $ - 0 | $ - 0 |
| 0006D | Portland Cement (94 lb bag) | 20 | BG | $ - 0 | $ - 0 |
| 000EB | Concrete (80 lb bag) | 50 | BG | $ - 0 | $ - 0 |
| 0006F | Concrete | 15 | CY | $ - 0 | $ - 0 |
| 0006G | Piezometer Tips, Porous Stone | 10 | EA | $ - 0 | $ - 0 |
| 0006H | Threaded Galvanized Caps (2-inch) or PVC slip caps | 20 | EA | $ - 0 | $ - 0 |
| 0006I | 4-inch Bollards (Sch 40 Steel pipe 4-inch by 6-foot) | 40 | EA | $ - 0 | $ - 0 |
| 0006J | 6-inch Bollards (Sch 40 Steel pipe 6-inch by 6-foot) | 40 | EA | $ - 0 | $ - 0 |
| 0007 | Screen and Riser Materials | | | $ - 0 | |
| 0007A | 21-ft length pieces, 2-inch diameter, galvanized | 40 | EA | $ - 0 | $ - 0 |
| 0007B | Couplings/Reducers/Caps (2 inch, galvanized) | 40 | EA | $ - 0 | $ - 0 |
| 0007C | Piezometer Tips, Stainless steel, wire wrap | 35 | EA | $ - 0 | $ - 0 |
| 0007D | 8-inch, Sch 40 stainless riser | 5 | FT | $ - 0 | $ - 0 |
| 0007E | 10-inch, sch 40 stainless riser | 5 | FT | $ - 0 | $ - 0 |
| 0007F | 30-slot, 8-inch diameter, stainless steel wire wrap | 20 | FT | $ - 0 | $ - 0 |
| 0007G | 40-slot, 8-inch diameter, stainless steel wire wrap | 20 | FT | $ - 0 | $ - 0 |
| 0007H | 30-slot, 10-inch diameter, stainless steel wire wrap | 20 | FT | $ - 0 | $ - 0 |
| 0007I | 40-slot, 10-inch diameter, stainless steel wire wrap | 20 | FT | $ - 0 | $ - 0 |
| 0008 | Specialty Equipment | | | $ - 0 | |
| 0008A | Telehandler (Lull type) | 5 | DA | $ - 0 | $ - 0 |
| 0008B | Portable Core Drill (hand carry) | 5 | DA | $ - 0 | $ - 0 |
| 0008C | Jon Boat | 5 | DA | $ - 0 | $ - 0 |
| 0008D | Skid Steer | 5 | DA | $ - 0 | $ - 0 |
| 0008E | Skid Steer Auger Attachment (10 ft) | 5 | DA | $ - 0 | $ - 0 |
| 0008F | Air Knife | 5 | DA | $ - 0 | $ - 0 |
| 0008G | Light Plant | 5 | DA | $ - 0 | $ - 0 |
| 0009 | Wood Core Boxes, w/ core preservation materials | | | $ - 0 | |
| NQ, HQ, PQ or 4 x 5-1/2; (10-ft capacity) | 20 | EA | $ - 0 | $ - 0 |
| 0010 | Plastic Cylinder Molds w/Caps (6-in x 12-in) | 5 | DZ | $ - 0 | $ - 0 |
| 0011 | Buckets, 5-gallon, plastic w/sealable lids | 50 | EA | $ - 0 | $ - 0 |
| 0012 | Sample Jars (Pint w/ 3" mouth) | 120 | DZ | $ - 0 | $ - 0 |
| 0013 | 5-Inch x 36-Inch Thin Walled Tube | 20 | EA | $ - 0 | $ - 0 |
| 0014 | 3-Inch x 30-Inch Thin Walled Tube | 50 | EA | $ - 0 | $ - 0 |
| 0015 | Transportation of Testing Samples | 3 | TP | $ - 0 | $ - 0 |
| 0016 | Clearing | 10 | HR | $ - 0 | $ - 0 |
| 0017 | Cribbing or Drill Pad | 10 | HR | $ - 0 | $ - 0 |
| 0018 | Sheilding of Overhead Lines/Guardrail Removal | 700 | FT | $ - 0 | $ - 0 |
| 0019 | Railroad Indemnity Requirements and Traffic Control Equipment | 1 | EA | $ - 0 | $ - 0 |
| 0020 | Level C PPE Equipment | 5 | DA | $ - 0 | $ - 0 |
| 0021 | Level C Disposal of Drilling Cuttings | 20 | EA | $ - 0 | $ - 0 |
| 0022 | Well Cleanout per well w/GFE(max 6 hrs/well) | 10 | EA | $ - 0 | $ - 0 |
| 0023 | Non-Special Waste Disposal | 10 | DR | $ - 0 | $ - 0 |
| 0024 | Special Waste Disposal | 10 | DR | $ - 0 | $ - 0 |
| 0025 | Special Waste Assessment of Carbon -TCLP Semi-Volatiles | 20 | EA | $ - 0 | $ - 0 |
| 0026 | Special Waste Assessment of Carbon -TCLP Volatiles and Semi-Volatiles | 20 | EA | $ - 0 | $ - 0 |
| 0027 | Special Waste Assessment of Carbon-Full TCLP | 20 | EA | $ - 0 | $ - 0 |
| 0028 | Water Testing SVOC's | 10 | EA | $ - 0 | $ - 0 |
| 0290 | Water Testing -Low-level PAH's | 10 | EA | $ - 0 | $ - 0 |
| Soils Laboratory Testing | | | $ - 0 | |
| 0030 | Atterberg Limits Tests (3-point) | 300 | EA | $ - 0 | $ - 0 |
| 0031 | Natural Water Content | 400 | EA | $ - 0 | $ - 0 |
| 0032 | Grain Size Analysis (C136) | 400 | EA | $ - 0 | $ - 0 |
| 0033 | Wet Seive Analysis (C117 & C136) | 300 | EA | $ - 0 | $ - 0 |
| 0034 | % Passing #200 or #230 Sieve (D1140) | 300 | EA | $ - 0 | $ - 0 |
| 0035 | Hydrometer Analysis | 50 | EA | $ - 0 | $ - 0 |
| 0036 | Standard Compaction | 10 | EA | $ - 0 | $ - 0 |
| 0037 | Modified Compaction | 2 | EA | $ - 0 | $ - 0 |
| 0038 | Maximum & Minimum Index | 10 | EA | $ - 0 | $ - 0 |
| 0039 | California Bearing Ratio(CBR) | 2 | EA | $ - 0 | $ - 0 |
| 0040 | Unconfined Compressive Strength | 50 | EA | $ - 0 | $ - 0 |
| 0041 | Q Triaxial Compressive Strength (3 POINTS) | 10 | EA | $ - 0 | $ - 0 |
| 0042 | R Triaxial Compressive Strength (3 POINTS) | 10 | EA | $ - 0 | $ - 0 |
| 0043 | S Triaxial Compressive Strength (3 POINTS) | 10 | EA | $ - 0 | $ - 0 |
| 0044 | Direct Shear Tests (3 POINTS) | 40 | EA | $ - 0 | $ - 0 |
| 0045 | One-Dimensional Consolidation (3 POINT) | 10 | EA | $ - 0 | $ - 0 |
| Hazardous Waste Soil Classifications | | | $ - 0 | |
| 0046 | Haz Waste Atterberg Limits (3 POINTS) | 2 | EA | $ - 0 | $ - 0 |
| 0047 | Haz Waste Natural Water Content | 2 | EA | $ - 0 | $ - 0 |
| 0048 | Haz Waste Grain Size Analysis | 2 | EA | $ - 0 | $ - 0 |
| 0049 | Haz Waste Wet Sieve Analysis | 2 | EA | $ - 0 | $ - 0 |
| 0050 | Disposal of Soils Testing Material, Haz/Spec Waste | 20 | EA | $ - 0 | $ - 0 |
| Rock Laboratory Testing | | | $ - 0 | |
| 0051 | Bulk Density | 5 | EA | $ - 0 | $ - 0 |
| 0052 | Petrographic Examination | 5 | EA | $ - 0 | $ - 0 |
| 0053 | Elasticity & Poisson's Ratio | 5 | EA | $ - 0 | $ - 0 |
| 0054 | Triaxial Compressive Strength | 5 | EA | $ - 0 | $ - 0 |
| 0055 | Direct Tensile Strength | 25 | EA | $ - 0 | $ - 0 |
| 0056 | Unconfined Compressive Strength | 25 | EA | $ - 0 | $ - 0 |
| 0057 | Direct Shear Strength (3-points) | 50 | EA | $ - 0 | $ - 0 |
| In Situ Testing | | | $ - 0 | |
| 0058 | Falling Head Tests | 20 | DA | $ - 0 | $ - 0 |
| 0059 | Pumping Tests | 20 | DA | $ - 0 | $ - 0 |
| 0060 | Electronic Piezcone Penetrometer | 2 | DA | $ - 0 | $ - 0 |
| 0061 | Vane Shear Testing | 1 | DA | $ - 0 | $ - 0 |
| 0062 | Geophysical Logging | 1 | DA | $ - 0 | $ - 0 |
| 0063 | Hydrocone/Geocone Sampling | 1 | DA | $ - 0 | $ - 0 |
| 0064 | Flat-Plate Dilatometer Testing (w/GFE) | 20 | DA | $ - 0 | $ - 0 |
| 0065 | Optical Televiewer | 5 | DA | $ - 0 | $ - 0 |
| 0066 | Prebored Pressuremeter | 5 | DA | $ - 0 | $ - 0 |
| 0067A | Test Pits (No shoring) | 5 | DA | $ - 0 | $ - 0 |
| 0067B | Test Pits (With shoring) | 5 | DA | $ - 0 | $ - 0 |
| 0068A | Downhole Video Inspection (No pumping) | 2 | DA | $ - 0 | $ - 0 |
| 0068B | Downhole Video Inspection (With pumping) | 2 | DA | $ - 0 | $ - 0 |
| Total for Base Year | | | | $ - 0 |
| EA | =Each |
| HR | =Hour |
| DA | =Day |
| FT | =Feet |
| DZ | =Dozen |
| BG | =Bag |
| CY | =Cubic Yard |
| DR | =Drum w/lid (55 Gallon) |
| TP | =Trip |
SECTION B
SCHEDULE OF LINE ITEMS
&P
YEAR ONE
| ITEM | DESCRIPTION | QUANTITY | U/I | UNIT PRICE | AMOUNT |
| Option Year One | | | | |
| 1001 | Mobilization and Demobilization | | | | |
| 1001A | Land-Based 0-400 MILES | 20 | EA | $ - 0 | $ - 0 |
| 1001B | Overwater 0-400 MILES | 2 | EA | $ - 0 | $ - 0 |
| 1001C | Swamp/Marsh Buggy 0-400 MILES | 2 | EA | $ - 0 | $ - 0 |
| 1001D | Jack up Boat/Barge 0-400 MILES | 2 | EA | $ - 0 | $ - 0 |
| 1001E | Reverse Circulation | 2 | EA | $ - 0 | $ - 0 |
1002 Standby Time 16 HR $ - 0 $ - 0
| 1003 | Drilling | | | | |
| 1003A | Drilling Day (8 hrs/day) | 240 | DA | $ - 0 | $ - 0 |
| 1003B | Drilling Overtime | 50 | HR | $ - 0 | $ - 0 |
| 1003C | Swamp/Marsh Buggy drilling | 2 | DA | $ - 0 | $ - 0 |
| 1003D | Jack Up Boat/Barge drilling | 2 | DA | $ - 0 | $ - 0 |
| 1003E | Reverse Circulation | 2 | DA | $ - 0 | $ - 0 |
| 1004 | Support | | | $ - 0 | |
| 1004A | Overwater Drilling Support (Barge, Tugboat) | 2 | DA | $ - 0 | $ - 0 |
| 1004B | Helper Boat | 2 | DA | $ - 0 | $ - 0 |
| 1005 | Personnel | | | | |
| 1005A | Boat Operator | 40 | HR | $ - 0 | $ - 0 |
| 1005B | Boat Operator Overtime | 40 | HR | $ - 0 | $ - 0 |
| 1005C | Driller | 40 | HR | $ - 0 | $ - 0 |
| 1005D | Driller Overtime | 40 | HR | $ - 0 | $ - 0 |
| 1005E | Laborer | 100 | HR | $ - 0 | $ - 0 |
| 1005F | Laborer Overtime | 100 | HR | $ - 0 | $ - 0 |
| 1005G | Geologist | 100 | HR | $ - 0 | $ - 0 |
| 1005H | Geologist Overtime | 100 | HR | $ - 0 | $ - 0 |
| 1005I | Railroad Flagman | 20 | HR | $ - 0 | $ - 0 |
| 1005J | Railroad Flagman, Overtime | 20 | HR | $ - 0 | $ - 0 |
Supplies & Equipment
| 1006 | Piezometer Materials, General | | | | |
| 1006A | At-grade manhole covers | 35 | EA | $ - 0 | $ - 0 |
| 1006B | Bentonite | 20 | BG | $ - 0 | $ - 0 |
| 1006C | Filter Sand | 20 | BG | $ - 0 | $ - 0 |
| 1006D | Portland Cement (94 lb bag) | 20 | BG | $ - 0 | $ - 0 |
| 1006E | Concrete (80 lb bag) | 50 | BG | $ - 0 | $ - 0 |
| 1006F | Concrete | 15 | CY | $ - 0 | $ - 0 |
| 1006G | Piezometer Tips, Porous Stone | 20 | EA | $ - 0 | $ - 0 |
| 1006H | Threaded Galvanized Caps (2-inch) or PVC slip caps | 20 | EA | $ - 0 | $ - 0 |
| 1006I | 4-inch Bollards (Sch 40 Steel pipe 4-inch by 6-foot) | 40 | EA | $ - 0 | $ - 0 |
| 1006J | 6-inch Bollards (Sch 40 Steel pipe 6-inch by 6-foot) | 40 | EA | $ - 0 | $ - 0 |
| 1007 | Screen and Riser Materials | | | | |
| 1007A | 21-ft length pieces, 2-inch diameter, galvanized | 40 | EA | $ - 0 | $ - 0 |
| 1007B | Couplings/Reducers/Caps (2 inch, galvanized | 40 | EA | $ - 0 | $ - 0 |
| 1007C | Piezometer Tips, Stainless steel, wire wrap | 35 | EA | $ - 0 | $ - 0 |
| 1007D | 8-inch, Sch 40 stainless riser | 5 | FT | $ - 0 | $ - 0 |
| 1007E | 10-inch, sch 40 stainless riser | 5 | FT | $ - 0 | $ - 0 |
| 1007F | 30-slot, 8-inch diameter, stainless steel wire wrap | 20 | FT | $ - 0 | $ - 0 |
| 1007G | 40-slot, 8-inch diameter, stainless steel wire wrap | 20 | FT | $ - 0 | $ - 0 |
| 1007H | 30-slot, 10-inch diameter, stainless steel wire wrap | 20 | FT | $ - 0 | $ - 0 |
| 1007I | 40-slot, 10-inch diameter, stainless steel wire wrap | 20 | FT | $ - 0 | $ - 0 |
| 1008 | Specialty Equipment | | | | |
| 1008A | Telehandler (Lull type) | 5 | DA | $ - 0 | $ - 0 |
| 1008B | Portable Core Drill (hand carry) | 5 | DA | $ - 0 | $ - 0 |
| 1008C | Jon Boat | 5 | DA | $ - 0 | $ - 0 |
| 1008D | Skid Steer | 5 | DA | $ - 0 | $ - 0 |
| 1008E | Skid Steer Auger Attachment (10 ft) | 5 | DA | $ - 0 | $ - 0 |
| 1008F | Air Knife | 5 | DA | $ - 0 | $ - 0 |
| 1008G | Light Plant | 5 | DA | $ - 0 | $ - 0 |
| 1009 | Wood Core Boxes, w/ core preservation materials | | | | |
| NQ, HQ, PQ or 4 x 5-1/2; (10-ft capacity) | 20 | EA | $ - 0 | $ - 0 |
| 1010 | Plastic Cylinder Molds w/Caps (6-in x 12-in) | 5 | DZ | $ - 0 | $ - 0 |
| 1011 | Buckets, 5-gallon, plastic w/sealable lids | 50 | EA | $ - 0 | $ - 0 |
| 1012 | Sample Jars (Pint w/ 3" mouth) | 120 | DZ | $ - 0 | $ - 0 |
| 1013 | 5-Inch x 36-Inch Thin Walled Tube | 20 | EA | $ - 0 | $ - 0 |
| 1014 | 3-Inch x 30-Inch Thin Walled Tube | 50 | EA | $ - 0 | $ - 0 |
| 1015 | Transportation of Testing Samples | 3 | TP | $ - 0 | $ - 0 |
| 1016 | Clearing | 10 | HR | $ - 0 | $ - 0 |
| 1017 | Cribbing or Drill Pad | 10 | HR | $ - 0 | $ - 0 |
| 1018 | Sheilding of Overhead Lines/Guardrail Removal | 700 | FT | $ - 0 | $ - 0 |
| 1019 | Railroad Indemnity Requirements and Traffic Control Equipment | 1 | EA | $ - 0 | $ - 0 |
| 1020 | Level C PPE Equipment | 5 | DA | $ - 0 | $ - 0 |
| 1021 | Level C Disposal of Drilling Cuttings | 20 | EA | $ - 0 | $ - 0 |
| 1022 | Well Cleanout per well w/GFE(max 6 hrs/well) | 10 | EA | $ - 0 | $ - 0 |
| 1023 | Non-Special Waste Disposal | 10 | DR | $ - 0 | $ - 0 |
| 1024 | Special Waste Disposal | 10 | DR | $ - 0 | $ - 0 |
| 1025 | Special Waste Assessment of Carbon -TCLP Semi-Volatiles | 20 | EA | $ - 0 | $ - 0 |
| 1026 | Special Waste Assessment of Carbon -TCLP Volatiles and Semi-Volatiles | 20 | EA | $ - 0 | $ - 0 |
| 1027 | Special Waste Assessment of Carbon-Full TCLP | 20 | EA | $ - 0 | $ - 0 |
| 1028 | Water Testing SVOC's | 10 | EA | $ - 0 | $ - 0 |
| 1029 | Water Testing -Low-level PAH's | 10 | EA | $ - 0 | $ - 0 |
| Soils Laboratory Testing | | | | |
| 1030 | Atterberg Limits Tests (3-point) | 300 | EA | $ - 0 | $ - 0 |
| 1031 | Natural Water Content | 400 | EA | $ - 0 | $ - 0 |
| 1032 | Grain Size Analysis (C136) | 400 | EA | $ - 0 | $ - 0 |
| 1033 | Wet Seive Analysis (C117 & C136) | 300 | EA | $ - 0 | $ - 0 |
| 1034 | % Passing #200 or #230 Sieve (D1140) | 300 | EA | $ - 0 | $ - 0 |
| 1035 | Hydrometer Analysis | 50 | EA | $ - 0 | $ - 0 |
| 1036 | Standard Compaction | 10 | EA | $ - 0 | $ - 0 |
| 1037 | Modified Compaction | 2 | EA | $ - 0 | $ - 0 |
| 1038 | Maximum & Minimum Index | 10 | EA | $ - 0 | $ - 0 |
| 1039 | California Bearing Ratio(CBR) | 2 | EA | $ - 0 | $ - 0 |
| 1040 | Unconfined Compressive Strength | 50 | EA | $ - 0 | $ - 0 |
| 1041 | Q Triaxial Compressive Strength (3 POINTS) | 10 | EA | $ - 0 | $ - 0 |
| 1042 | R Triaxial Compressive Strength (3 POINTS) | 10 | EA | $ - 0 | $ - 0 |
| 1043 | S Triaxial Compressive Strength (3 POINTS) | 10 | EA | $ - 0 | $ - 0 |
| 1044 | Direct Shear Tests (3 POINTS) | 40 | EA | $ - 0 | $ - 0 |
| 1045 | One-Dimensional Consolidation (3 POINT) | 10 | EA | $ - 0 | $ - 0 |
| Hazardous Waste Soil Classifications | | | | |
| 1046 | Haz Waste Atterberg Limits (3 POINTS) | 2 | EA | $ - 0 | $ - 0 |
| 1047 | Haz Waste Natural Water Content | 2 | EA | $ - 0 | $ - 0 |
| 1048 | Haz Waste Grain Size Analysis | 2 | EA | $ - 0 | $ - 0 |
| 1049 | Haz Waste Wet Sieve Analysis | 2 | EA | $ - 0 | $ - 0 |
| 1050 | Disposal of Soils Testing Material, Haz/Spec Waste | 20 | EA | $ - 0 | $ - 0 |
| Rock Laboratory Testing | | | | |
| 1051 | Bulk Density | 5 | EA | $ - 0 | $ - 0 |
| 1052 | Petrographic Examination | 5 | EA | $ - 0 | $ - 0 |
| 1053 | Elasticity & Poisson's Ratio | 5 | EA | $ - 0 | $ - 0 |
| 1054 | Triaxial Compressive Strength | 5 | EA | $ - 0 | $ - 0 |
| 1055 | Direct Tensile Strength | 25 | EA | $ - 0 | $ - 0 |
| 1056 | Unconfined Compressive Strength | 25 | EA | $ - 0 | $ - 0 |
| 1057 | Direct Shear Strength (3-points) | 50 | EA | $ - 0 | $ - 0 |
| In Situ Testing | | | | |
| 1058 | Falling Head Tests | 20 | DA | $ - 0 | $ - 0 |
| 1059 | Pumping Tests | 20 | DA | $ - 0 | $ - 0 |
| 1060 | Electronic Piezcone Penetrometer | 2 | DA | $ - 0 | $ - 0 |
| 1061 | Vane Shear Testing | 1 | DA | $ - 0 | $ - 0 |
| 1062 | Geophysical Logging | 1 | DA | $ - 0 | $ - 0 |
| 1063 | Hydrocone/Geocone Sampling | 1 | DA | $ - 0 | $ - 0 |
| 1064 | Flat-Plate Dilatometer Testing (w/GFE) | 20 | DA | $ - 0 | $ - 0 |
| 1065 | Optical Televiewer | 5 | DA | $ - 0 | $ - 0 |
| 1066 | Prebored Pressuremeter | 5 | DA | $ - 0 | $ - 0 |
| 1067A | Test Pits (No shoring) | 5 | DA | $ - 0 | $ - 0 |
| 1067B | Test Pits (With shoring) | 5 | DA | $ - 0 | $ - 0 |
| 1068A | Downhole Video Inspection (No pumping) | 2 | DA | $ - 0 | $ - 0 |
| 1068B | Downhole Video Inspection (With pumping) | 2 | DA | $ - 0 | $ - 0 |
| Total for Option Year One | | | | $ - 0 |
| EA | =Each |
| HR | =Hour |
| DA | =Day |
| FT | =Feet |
| DZ | =Dozen |
| BG | =Bag |
| CY | =Cubic Yard |
| DR | =Drum w/lid (55 Gallon) |
| TP | =Trip |
YEAR TWO
| ITEM | DESCRIPTION | QUANTITY | U/I | UNIT PRICE | AMOUNT |
| Option Year Two | | | | |
| 2001 | Mobilization and Demobilization | | | | |
| 2001A | Land-Based 0-400 MILES | 20 | EA | $ - 0 | $ - 0 |
| 2001B | Overwater 0-400 MILES | 2 | EA | $ - 0 | $ - 0 |
| 2001C | Swamp/Marsh Buggy 0-400 MILES | 2 | EA | $ - 0 | $ - 0 |
| 2001D | Jack up Boat/Barge 0-400 MILES | 2 | EA | $ - 0 | $ - 0 |
| 2001E | Reverse Circulation | 2 | EA | $ - 0 | $ - 0 |
2002 Standby Time 16 HR $ - 0 $ - 0
| 2003 | Drilling | | | | |
| 2003A | Drilling Day (8 hrs/day) | 240 | DA | $ - 0 | $ - 0 |
| 2003B | Drilling Overtime | 50 | HR | $ - 0 | $ - 0 |
| 2003C | Swamp/Marsh Buggy drilling | 2 | DA | $ - 0 | $ - 0 |
| 2003D | Jack Up Boat/Barge drilling | 2 | DA | $ - 0 | $ - 0 |
| 2003E | Reverse Circulation | 2 | DA | $ - 0 | $ - 0 |
| 2004 | Support | | | | |
| 2004A | Overwater Drilling Support (Barge, Tugboat) | 2 | DA | $ - 0 | $ - 0 |
| 2004B | Helper Boat | 2 | DA | $ - 0 | $ - 0 |
| 2005 | Personnel | | | | |
| 2005A | Boat Operator | 40 | HR | $ - 0 | $ - 0 |
| 2005B | Boat Operator Overtime | 40 | HR | $ - 0 | $ - 0 |
| 2005C | Driller | 40 | HR | $ - 0 | $ - 0 |
| 2005D | Driller Overtime | 40 | HR | $ - 0 | $ - 0 |
| 2005E | Laborer | 100 | HR | $ - 0 | $ - 0 |
| 2005F | Laborer Overtime | 100 | HR | $ - 0 | $ - 0 |
| 2005G | Geologist | 100 | HR | $ - 0 | $ - 0 |
| 2005H | Geologist Overtime | 100 | HR | $ - 0 | $ - 0 |
| 2005I | Railroad Flagman | 10 | HR | $ - 0 | $ - 0 |
| 2005J | Railroad Flagman, Overtime | 10 | HR | $ - 0 | $ - 0 |
Supplies & Equipment
| 2006 | Piezometer Materials, General | | | | |
| 2006A | At-grade manhole covers | 35 | EA | $ - 0 | $ - 0 |
| 2006B | Bentonite | 20 | BG | $ - 0 | $ - 0 |
| 2006C | Filter Sand | 20 | BG | $ - 0 | $ - 0 |
| 2006D | Portland Cement (94 lb bag) | 20 | BG | $ - 0 | $ - 0 |
| 2006E | Concrete (80 lb bag) | 50 | BG | $ - 0 | $ - 0 |
| 2006F | Concrete | 15 | CY | $ - 0 | $ - 0 |
| 2006G | Piezometer Tips, Porous Stone | 10 | EA | $ - 0 | $ - 0 |
| 2006H | Threaded Galvanized Caps (2-inch) or PVC slip caps | 20 | EA | $ - 0 | $ - 0 |
| 2006I | 4-inch Bollards (Sch 40 Steel pipe 4-inch by 6-foot) | 40 | EA | $ - 0 | $ - 0 |
| 2006J | 6-inch Bollards (Sch 40 Steel pipe 6-inch by 6-foot) | 40 | EA | $ - 0 | $ - 0 |
| 2007 | Screen and Riser Materials | | | | |
| 2007A | 21-ft length pieces, 2-inch diameter, galvanized | 40 | EA | $ - 0 | $ - 0 |
| 2007B | Couplings/Reducers/Caps (2 inch, galvanized | 40 | EA | $ - 0 | $ - 0 |
| 2007C | Piezometer Tips, Stainless steel, wire wrap | 35 | EA | $ - 0 | $ - 0 |
| 2007D | 8-inch, Sch 40 stainless riser | 5 | FT | $ - 0 | $ - 0 |
| 2007E | 10-inch, sch 40 stainless riser | 5 | FT | $ - 0 | $ - 0 |
| 2007F | 30-slot, 8-inch diameter, stainless steel wire wrap | 20 | FT | $ - 0 | $ - 0 |
| 2007G | 40-slot, 8-inch diameter, stainless steel wire wrap | 20 | FT | $ - 0 | $ - 0 |
| 2007H | 30-slot, 10-inch diameter, stainless steel wire wrap | 20 | FT | $ - 0 | $ - 0 |
| 2007I | 40-slot, 10-inch diameter, stainless steel wire wrap | 20 | FT | $ - 0 | $ - 0 |
| 2008 | Specialty Equipment | | | | |
| 2008A | Telehandler (Lull type) | 5 | DA | $ - 0 | $ - 0 |
| 2008B | Portable Core Drill (hand carry) | 5 | DA | $ - 0 | $ - 0 |
| 2008C | Jon Boat | 5 | DA | $ - 0 | $ - 0 |
| 2008D | Skid Steer | 5 | DA | $ - 0 | $ - 0 |
| 2008E | Skid Steer Auger Attachment (10 ft) | 5 | DA | $ - 0 | $ - 0 |
| 2008F | Air Knife | 5 | DA | $ - 0 | $ - 0 |
| 2008G | Light Plant | 5 | DA | $ - 0 | $ - 0 |
| 2009 | Wood Core Boxes, w/ core preservation materials | | | | |
| NQ, HQ, PQ or 4 x 5-1/2; (10-ft capacity) | 20 | EA | $ - 0 | $ - 0 |
| 2010 | Plastic Cylinder Molds w/Caps (6-in x 12-in) | 5 | DZ | $ - 0 | $ - 0 |
| 2011 | Buckets, 5-gallon, plastic w/sealable lids | 50 | EA | $ - 0 | $ - 0 |
| 2012 | Sample Jars (Pint w/ 3" mouth) | 120 | DZ | $ - 0 | $ - 0 |
| 2013 | 5-Inch x 36-Inch Thin Walled Tube | 20 | EA | $ - 0 | $ - 0 |
| 2014 | 3-Inch x 30-Inch Thin Walled Tube | 50 | EA | $ - 0 | $ - 0 |
| 2015 | Transportation of Testing Samples | 3 | TP | $ - 0 | $ - 0 |
| 2016 | Clearing | 10 | HR | $ - 0 | $ - 0 |
| 2017 | Cribbing or Drill Pad | 10 | HR | $ - 0 | $ - 0 |
| 2018 | Sheilding of Overhead Lines/Guardrail Removal | 700 | FT | $ - 0 | $ - 0 |
| 2019 | Railroad Indemnity Requirements and Traffic Control Equipment | 1 | EA | $ - 0 | $ - 0 |
| 2020 | Level C PPE Equipment | 5 | DA | $ - 0 | $ - 0 |
| 2021 | Level C Disposal of Drilling Cuttings | 20 | EA | $ - 0 | $ - 0 |
| 2022 | Well Cleanout per well w/GFE(max 6 hrs/well) | 10 | EA | $ - 0 | $ - 0 |
| 2023 | Non-Special Waste Disposal | 10 | DR | $ - 0 | $ - 0 |
| 2024 | Special Waste Disposal | 10 | DR | $ - 0 | $ - 0 |
| 2025 | Special Waste Assessment of Carbon -TCLP Semi-Volatiles | 20 | EA | $ - 0 | $ - 0 |
| 2026 | Special Waste Assessment of Carbon -TCLP Volatiles and Semi-Volatiles | 20 | EA | $ - 0 | $ - 0 |
| 2027 | Special Waste Assessment of Carbon-Full TCLP | 20 | EA | $ - 0 | $ - 0 |
| 2028 | Water Testing SVOC's | 10 | EA | $ - 0 | $ - 0 |
| 2029 | Water Testing -Low-level PAH's | 10 | EA | $ - 0 | $ - 0 |
| Soils Laboratory Testing | | | | |
| 2030 | Atterberg Limits Tests (3-point) | 300 | EA | $ - 0 | $ - 0 |
| 2031 | Natural Water Content | 400 | EA | $ - 0 | $ - 0 |
| 2032 | Grain Size Analysis (C136) | 400 | EA | $ - 0 | $ - 0 |
| 2033 | Wet Seive Analysis (C117 & C136) | 300 | EA | $ - 0 | $ - 0 |
| 2034 | % Passing #200 or #230 Sieve (D1140) | 300 | EA | $ - 0 | $ - 0 |
| 2035 | Hydrometer Analysis | 50 | EA | $ - 0 | $ - 0 |
| 2036 | Standard Compaction | 10 | EA | $ - 0 | $ - 0 |
| 2037 | Modified Compaction | 2 | EA | $ - 0 | $ - 0 |
| 2038 | Maximum & Minimum Index | 10 | EA | $ - 0 | $ - 0 |
| 2039 | California Bearing Ratio(CBR) | 2 | EA | $ - 0 | $ - 0 |
| 2040 | Unconfined Compressive Strength | 50 | EA | $ - 0 | $ - 0 |
| 2041 | Q Triaxial Compressive Strength (3 POINTS) | 10 | EA | $ - 0 | $ - 0 |
| 2042 | R Triaxial Compressive Strength (3 POINTS) | 10 | EA | $ - 0 | $ - 0 |
| 2043 | S Triaxial Compressive Strength (3 POINTS) | 10 | EA | $ - 0 | $ - 0 |
| 2044 | Direct Shear Tests (3 POINTS) | 40 | EA | $ - 0 | $ - 0 |
| 2045 | One-Dimensional Consolidation (3 POINT) | 10 | EA | $ - 0 | $ - 0 |
| Hazardous Waste Soil Classifications | | | | |
| 2046 | Haz Waste Atterberg Limits (3 POINTS) | 2 | EA | $ - 0 | $ - 0 |
| 2047 | Haz Waste Natural Water Content | 2 | EA | $ - 0 | $ - 0 |
| 2048 | Haz Waste Grain Size Analysis | 2 | EA | $ - 0 | $ - 0 |
| 2049 | Haz Waste Wet Sieve Analysis | 2 | EA | $ - 0 | $ - 0 |
| 2050 | Disposal of Soils Testing Material, Haz/Spec Waste | 20 | EA | $ - 0 | $ - 0 |
| Rock Laboratory Testing | | | | |
| 2051 | Bulk Density | 5 | EA | $ - 0 | $ - 0 |
| 2052 | Petrographic Examination | 5 | EA | $ - 0 | $ - 0 |
| 2053 | Elasticity & Poisson's Ratio | 5 | EA | $ - 0 | $ - 0 |
| 2054 | Triaxial Compressive Strength | 5 | EA | $ - 0 | $ - 0 |
| 2055 | Direct Tensile Strength | 25 | EA | $ - 0 | $ - 0 |
| 2056 | Unconfined Compressive Strength | 25 | EA | $ - 0 | $ - 0 |
| 2057 | Direct Shear Strength (3-points) | 50 | EA | $ - 0 | $ - 0 |
| In Situ Testing | | | | |
| 2058 | Falling Head Tests | 20 | DA | $ - 0 | $ - 0 |
| 2059 | Pumping Tests | 20 | DA | $ - 0 | $ - 0 |
| 2060 | Electronic Piezcone Penetrometer | 2 | DA | $ - 0 | $ - 0 |
| 2061 | Vane Shear Testing | 1 | DA | $ - 0 | $ - 0 |
| 2062 | Geophysical Logging | 1 | DA | $ - 0 | $ - 0 |
| 2063 | Hydrocone/Geocone Sampling | 1 | DA | $ - 0 | $ - 0 |
| 2064 | Flat-Plate Dilatometer Testing (w/GFE) | 20 | DA | $ - 0 | $ - 0 |
| 2065 | Optical Televiewer | 5 | DA | $ - 0 | $ - 0 |
| 2066 | Prebored Pressuremeter | 5 | DA | $ - 0 | $ - 0 |
| 2067A | Test Pits (No shoring) | 5 | DA | $ - 0 | $ - 0 |
| 2067B | Test Pits (With shoring) | 5 | DA | $ - 0 | $ - 0 |
| 2068A | Downhole Video Inspection (No pumping) | 2 | DA | $ - 0 | $ - 0 |
| 2068B | Downhole Video Inspection (With pumping) | 2 | DA | $ - 0 | $ - 0 |
| Total for Option Year Two | | | | $ - 0 |
| EA | =Each |
| HR | =Hour |
| DA | =Day |
| FT | =Feet |
| DZ | =Dozen |
| BG | =Bag |
| CY | =Cubic Yard |
| DR | =Drum w/lid (55 Gallon) |
| TP | =Trip |
YEAR THREE
| ITEM | DESCRIPTION | QUANTITY | U/I | UNIT PRICE | AMOUNT |
| Option Year Three | | | | |
| 3001 | Mobilization and Demobilization | | | | |
| 3001A | Land-Based 0-400 MILES | 20 | EA | $ - 0 | $ - 0 |
| 3001B | Overwater 0-400 MILES | 2 | EA | $ - 0 | $ - 0 |
| 3001C | Swamp/Marsh Buggy 0-400 MILES | 2 | EA | $ - 0 | $ - 0 |
| 3001D | Jack up Boat/Barge 0-400 MILES | 2 | EA | $ - 0 | $ - 0 |
| 3001E | Reverse Circulation | 2 | EA | $ - 0 | $ - 0 |
3002 Standby Time 16 HR $ - 0 $ - 0
| 3003 | Drilling | | | | |
| 3003A | Drilling Day (8 hrs/day) | 240 | DA | $ - 0 | $ - 0 |
| 3003B | Drilling Overtime | 50 | HR | $ - 0 | $ - 0 |
| 3003C | Swamp/Marsh Buggy drilling | 2 | DA | $ - 0 | $ - 0 |
| 3003D | Jack Up Boat/Barge drilling | 2 | DA | $ - 0 | $ - 0 |
| 3003E | Reverse Circulation | 2 | DA | $ - 0 | $ - 0 |
| 3004 | Support | | | | |
| 3004A | Overwater Drilling Support (Barge, Tugboat) | 2 | DA | $ - 0 | $ - 0 |
| 3004B | Helper Boat | 2 | DA | $ - 0 | $ - 0 |
| 3005 | Personnel | | | | |
| 3005A | Boat Operator | 40 | HR | $ - 0 | $ - 0 |
| 3005B | Boat Operator Overtime | 40 | HR | $ - 0 | $ - 0 |
| 3005C | Driller | 40 | HR | $ - 0 | $ - 0 |
| 3005D | Driller Overtime | 40 | HR | $ - 0 | $ - 0 |
| 3005E | Laborer | 100 | HR | $ - 0 | $ - 0 |
| 3005F | Laborer Overtime | 100 | HR | $ - 0 | $ - 0 |
| 3005G | Geologist | 100 | HR | $ - 0 | $ - 0 |
| 3005H | Geologist Overtime | 100 | HR | $ - 0 | $ - 0 |
| 3005I | Railroad Flagman | 10 | HR | $ - 0 | $ - 0 |
| 3005J | Railroad Flagman, Overtime | 10 | HR | $ - 0 | $ - 0 |
Supplies & Equipment
| 3006 | Piezometer Materials, General | | | | |
| 3006A | At-grade manhole covers | 35 | EA | $ - 0 | $ - 0 |
| 3006B | Bentonite | 20 | BG | $ - 0 | $ - 0 |
| 3006C | Filter Sand | 20 | BG | $ - 0 | $ - 0 |
| 3006D | Portland Cement (94 lb bag) | 20 | BG | $ - 0 | $ - 0 |
| 3006E | Concrete (80 lb bag) | 50 | BG | $ - 0 | $ - 0 |
| 3006F | Concrete | 15 | CY | $ - 0 | $ - 0 |
| 3006G | Piezometer Tips, Porous Stone | 10 | EA | $ - 0 | $ - 0 |
| 3006H | Threaded Galvanized Caps (2-inch) or PVC slip caps | 20 | EA | $ - 0 | $ - 0 |
| 3006I | 4-inch Bollards (Sch 40 Steel pipe 4-inch by 6-foot) | 40 | EA | $ - 0 | $ - 0 |
| 3006J | 6-inch Bollards (Sch 40 Steel pipe 6-inch by 6-foot) | 40 | EA | $ - 0 | $ - 0 |
| 30017 | Screen and Riser Materials | | | | |
| 3007A | 21-ft length pieces, 2-inch diameter, galvanized | 40 | EA | $ - 0 | $ - 0 |
| 3007B | Couplings/Reducers/Caps (2 inch, galvanized | 40 | EA | $ - 0 | $ - 0 |
| 3007C | Piezometer Tips, Stainless steel, wire wrap | 35 | EA | $ - 0 | $ - 0 |
| 3007D | 8-inch, Sch 40 stainless riser | 5 | FT | $ - 0 | $ - 0 |
| 3007E | 10-inch, sch 40 stainless riser | 5 | FT | $ - 0 | $ - 0 |
| 3007F | 30-slot, 8-inch diameter, stainless steel wire wrap | 20 | FT | $ - 0 | $ - 0 |
| 3007G | 40-slot, 8-inch diameter, stainless steel wire wrap | 20 | FT | $ - 0 | $ - 0 |
| 3007H | 30-slot, 10-inch diameter, stainless steel wire wrap | 20 | FT | $ - 0 | $ - 0 |
| 3007I | 40-slot, 10-inch diameter, stainless steel wire wrap | 20 | FT | $ - 0 | $ - 0 |
| 3008 | Specialty Equipment | | | | |
| 3008A | Telehandler (Lull type) | 5 | DA | $ - 0 | $ - 0 |
| 3008B | Portable Core Drill (hand carry) | 5 | DA | $ - 0 | $ - 0 |
| 3008C | Jon Boat | 5 | DA | $ - 0 | $ - 0 |
| 3008D | Skid Steer | 5 | DA | $ - 0 | $ - 0 |
| 3008E | Skid Steer Auger Attachment (10 ft) | 5 | DA | $ - 0 | $ - 0 |
| 3008F | Air Knife | 5 | DA | $ - 0 | $ - 0 |
| 3008G | Light Plant | 5 | DA | $ - 0 | $ - 0 |
| 3009 | Wood Core Boxes, w/ core preservation materials | | | | |
| NQ, HQ, PQ or 4 x 5-1/2; (10-ft capacity) | 20 | EA | $ - 0 | $ - 0 |
| 3010 | Plastic Cylinder Molds w/Caps (6-in x 12-in) | 5 | DZ | $ - 0 | $ - 0 |
| 3011 | Buckets, 5-gallon, plastic w/sealable lids | 50 | EA | $ - 0 | $ - 0 |
| 3012 | Sample Jars (Pint w/ 3" mouth) | 120 | DZ | $ - 0 | $ - 0 |
| 3013 | 5-Inch x 36-Inch Thin Walled Tube | 20 | EA | $ - 0 | $ - 0 |
| 3014 | 3-Inch x 30-Inch Thin Walled Tube | 50 | EA | $ - 0 | $ - 0 |
| 3015 | Transportation of Testing Samples | 3 | TP | $ - 0 | $ - 0 |
| 3016 | Clearing | 10 | HR | $ - 0 | $ - 0 |
| 3017 | Cribbing or Drill Pad | 10 | HR | $ - 0 | $ - 0 |
| 3018 | Sheilding of Overhead Lines/Guardrail Removal | 700 | FT | $ - 0 | $ - 0 |
| 3019 | Railroad Indemnity Requirements and Traffic Control Equipment | 1 | EA | $ - 0 | $ - 0 |
| 3020 | Level C PPE Equipment | 5 | DA | $ - 0 | $ - 0 |
| 3021 | Level C Disposal of Drilling Cuttings | 20 | EA | $ - 0 | $ - 0 |
| 3022 | Well Cleanout per well w/GFE(max 6 hrs/well) | 10 | EA | $ - 0 | $ - 0 |
| 3023 | Non-Special Waste Disposal | 10 | DR | $ - 0 | $ - 0 |
| 3024 | Special Waste Disposal | 10 | DR | $ - 0 | $ - 0 |
| 3025 | Special Waste Assessment of Carbon -TCLP Semi-Volatiles | 20 | EA | $ - 0 | $ - 0 |
| 3026 | Special Waste Assessment of Carbon -TCLP Volatiles and Semi-Volatiles | 20 | EA | $ - 0 | $ - 0 |
| 3027 | Special Waste Assessment of Carbon-Full TCLP | 20 | EA | $ - 0 | $ - 0 |
| 3028 | Water Testing SVOC's | 10 | EA | $ - 0 | $ - 0 |
| 3029 | Water Testing -Low-level PAH's | 10 | EA | $ - 0 | $ - 0 |
| Soils Laboratory Testing | | | | |
| 3030 | Atterberg Limits Tests (3-point) | 300 | EA | $ - 0 | $ - 0 |
| 3031 | Natural Water Content | 400 | EA | $ - 0 | $ - 0 |
| 3032 | Grain Size Analysis (C136) | 400 | EA | $ - 0 | $ - 0 |
| 3033 | Wet Seive Analysis (C117 & C136) | 300 | EA | $ - 0 | $ - 0 |
| 3034 | % Passing #200 or #230 Sieve (D1140) | 300 | EA | $ - 0 | $ - 0 |
| 3035 | Hydrometer Analysis | 50 | EA | $ - 0 | $ - 0 |
| 3036 | Standard Compaction | 10 | EA | $ - 0 | $ - 0 |
| 3037 | Modified Compaction | 2 | EA | $ - 0 | $ - 0 |
| 3038 | Maximum & Minimum Index | 10 | EA | $ - 0 | $ - 0 |
| 3039 | California Bearing Ratio(CBR) | 2 | EA | $ - 0 | $ - 0 |
| 3040 | Unconfined Compressive Strength | 50 | EA | $ - 0 | $ - 0 |
| 3041 | Q Triaxial Compressive Strength (3 POINTS) | 10 | EA | $ - 0 | $ - 0 |
| 3042 | R Triaxial Compressive Strength (3 POINTS) | 10 | EA | $ - 0 | $ - 0 |
| 3043 | S Triaxial Compressive Strength (3 POINTS) | 10 | EA | $ - 0 | $ - 0 |
| 3044 | Direct Shear Tests (3 POINTS) | 40 | EA | $ - 0 | $ - 0 |
| 3045 | One-Dimensional Consolidation (3 POINT) | 10 | EA | $ - 0 | $ - 0 |
| Hazardous Waste Soil Classifications | | | | |
| 3046 | Haz Waste Atterberg Limits (3 POINTS) | 2 | EA | $ - 0 | $ - 0 |
| 3047 | Haz Waste Natural Water Content | 2 | EA | $ - 0 | $ - 0 |
| 3048 | Haz Waste Grain Size Analysis | 2 | EA | $ - 0 | $ - 0 |
| 3049 | Haz Waste Wet Sieve Analysis | 2 | EA | $ - 0 | $ - 0 |
| 3050 | Disposal of Soils Testing Material, Haz/Spec Waste | 20 | EA | $ - 0 | $ - 0 |
| Rock Laboratory Testing | | | | |
| 3051 | Bulk Density | 5 | EA | $ - 0 | $ - 0 |
| 3052 | Petrographic Examination | 5 | EA | $ - 0 | $ - 0 |
| 3053 | Elasticity & Poisson's Ratio | 5 | EA | $ - 0 | $ - 0 |
| 3054 | Triaxial Compressive Strength | 5 | EA | $ - 0 | $ - 0 |
| 3055 | Direct Tensile Strength | 25 | EA | $ - 0 | $ - 0 |
| 3056 | Unconfined Compressive Strength | 25 | EA | $ - 0 | $ - 0 |
| 3057 | Direct Shear Strength (3-points) | 50 | EA | $ - 0 | $ - 0 |
| In Situ Testing | | | | |
| 3058 | Falling Head Tests | 20 | DA | $ - 0 | $ - 0 |
| 3059 | Pumping Tests | 20 | DA | $ - 0 | $ - 0 |
| 3060 | Electronic Piezcone Penetrometer | 2 | DA | $ - 0 | $ - 0 |
| 3061 | Vane Shear Testing | 1 | DA | $ - 0 | $ - 0 |
| 3062 | Geophysical Logging | 1 | DA | $ - 0 | $ - 0 |
| 3063 | Hydrocone/Geocone Sampling | 1 | DA | $ - 0 | $ - 0 |
| 3064 | Flat-Plate Dilatometer Testing (w/GFE) | 20 | DA | $ - 0 | $ - 0 |
| 3065 | Optical Televiewer | 5 | DA | $ - 0 | $ - 0 |
| 3066 | Prebored Pressuremeter | 5 | DA | $ - 0 | $ - 0 |
| 3067A | Test Pits (No shoring) | 5 | DA | $ - 0 | $ - 0 |
| 3067B | Test Pits (With shoring) | 5 | DA | $ - 0 | $ - 0 |
| 3068A | Downhole Video Inspection (No pumping) | 2 | DA | $ - 0 | $ - 0 |
| 3068B | Downhole Video Inspection (With pumping) | 2 | DA | $ - 0 | $ - 0 |
| Total for Option Year Three | | | | $ - 0 |
| EA | =Each |
| HR | =Hour |
| DA | =Day |
| FT | =Feet |
| DZ | =Dozen |
| BG | =Bag |
| CY | =Cubic Yard |
| DR | =Drum w/lid (55 Gallon) |
| TP | =Trip |
YEAR FOUR
| ITEM | DESCRIPTION | QUANTITY | U/I | UNIT PRICE | AMOUNT |
| Option Year Four | | | | |
| 4001 | Mobilization and Demobilization | | | | |
| 4001A | Land-Based 0-400 MILES | 20 | EA | $ - 0 | $ - 0 |
| 4001B | Overwater 0-400 MILES | 2 | EA | $ - 0 | $ - 0 |
| 4001C | Swamp/Marsh Buggy 0-400 MILES | 2 | EA | $ - 0 | $ - 0 |
| 4001D | Jack up Boat/Barge 0-400 MILES | 2 | EA | $ - 0 | $ - 0 |
| 4001E | Reverse Circulation | 2 | EA | $ - 0 | $ - 0 |
4002 Standby Time 16 HR $ - 0 $ - 0
| 4003 | Drilling | | | | |
| 4003A | Drilling Day (8 hrs/day) | 240 | DA | $ - 0 | $ - 0 |
| 4003B | Drilling Overtime | 50 | HR | $ - 0 | $ - 0 |
| 4003C | Swamp/Marsh Buggy drilling | 2 | DA | $ - 0 | $ - 0 |
| 4003D | Jack Up Boat/Barge drilling | 2 | DA | $ - 0 | $ - 0 |
| 4003E | Reverse Circulation | 2 | DA | $ - 0 | $ - 0 |
| 4004 | Support | | | | |
| 4004A | Overwater Drilling Support (Barge, Tugboat) | 2 | DA | $ - 0 | $ - 0 |
| 4004B | Helper Boat | 2 | DA | $ - 0 | $ - 0 |
| 4005 | Personnel | | | | |
| 4005A | Boat Operator | 40 | HR | $ - 0 | $ - 0 |
| 4005B | Boat Operator Overtime | 40 | HR | $ - 0 | $ - 0 |
| 4005C | Driller | 40 | HR | $ - 0 | $ - 0 |
| 4005D | Driller Overtime | 40 | HR | $ - 0 | $ - 0 |
| 4005E | Laborer | 100 | HR | $ - 0 | $ - 0 |
| 4005F | Laborer Overtime | 100 | HR | $ - 0 | $ - 0 |
| 4005G | Geologist | 100 | HR | $ - 0 | $ - 0 |
| 4005H | Geologist Overtime | 100 | HR | $ - 0 | $ - 0 |
| 4005I | Railroad Flagman | 10 | HR | $ - 0 | $ - 0 |
| 4005J | Railroad Flagman, Overtime | 10 | HR | $ - 0 | $ - 0 |
Supplies & Equipment
| 4006 | Piezometer Materials, General | | | | |
| 4006A | At-grade manhole covers | 35 | EA | $ - 0 | $ - 0 |
| 4006B | Bentonite | 20 | BG | $ - 0 | $ - 0 |
| 4006C | Filter Sand | 20 | BG | $ - 0 | $ - 0 |
| 4006D | Portland Cement (94 lb bag) | 20 | BG | $ - 0 | $ - 0 |
| 4006E | Concrete (80 lb bag) | 50 | BG | $ - 0 | $ - 0 |
| 4006F | Concrete | 15 | CY | $ - 0 | $ - 0 |
| 4006G | Piezometer Tips, Porous Stone | 10 | EA | $ - 0 | $ - 0 |
| 40006H | Threaded Galvanized Caps (2-inch) or PVC slip caps | 20 | EA | $ - 0 | $ - 0 |
| 4006I | 4-inch Bollards (Sch 40 Steel pipe 4-inch by 6-foot) | 40 | EA | $ - 0 | $ - 0 |
| 4006J | 6-inch Bollards (Sch 40 Steel pipe 6-inch by 6-foot) | 40 | EA | $ - 0 | $ - 0 |
| 4007 | Screen and Riser Materials | | | | |
| 4007A | 21-ft length pieces, 2-inch diameter, galvanized | 40 | EA | $ - 0 | $ - 0 |
| 4007B | Couplings/Reducers/Caps (2 inch, galvanized | 40 | EA | $ - 0 | $ - 0 |
| 4007C | Piezometer Tips, Stainless steel, wire wrap | 35 | EA | $ - 0 | $ - 0 |
| 4007D | 8-inch, Sch 40 stainless riser | 5 | FT | $ - 0 | $ - 0 |
| 4007E | 10-inch, sch 40 stainless riser | 5 | FT | $ - 0 | $ - 0 |
| 4007F | 30-slot, 8-inch diameter, stainless steel wire wrap | 20 | FT | $ - 0 | $ - 0 |
| 4007G | 40-slot, 8-inch diameter, stainless steel wire wrap | 20 | FT | $ - 0 | $ - 0 |
| 4007H | 30-slot, 10-inch diameter, stainless steel wire wrap | 20 | FT | $ - 0 | $ - 0 |
| 4007I | 40-slot, 10-inch diameter, stainless steel wire wrap | 20 | FT | $ - 0 | $ - 0 |
| 4008 | Specialty Equipment | | | | |
| 4008A | Telehandler (Lull type) | 5 | DA | $ - 0 | $ - 0 |
| 4008B | Portable Core Drill (hand carry) | 5 | DA | $ - 0 | $ - 0 |
| 4008C | Jon Boat | 5 | DA | $ - 0 | $ - 0 |
| 4008D | Skid Steer | 5 | DA | $ - 0 | $ - 0 |
| 4008E | Skid Steer Auger Attachment (10 ft) | 5 | DA | $ - 0 | $ - 0 |
| 4008F | Air Knife | 5 | DA | $ - 0 | $ - 0 |
| 4008G | Light Plant | 5 | DA | $ - 0 | $ - 0 |
| 4009 | Wood Core Boxes, w/ core preservation materials | | | | |
| NQ, HQ, PQ or 4 x 5-1/2; (10-ft capacity) | 20 | EA | $ - 0 | $ - 0 |
| 4010 | Plastic Cylinder Molds w/Caps (6-in x 12-in) | 5 | DZ | $ - 0 | $ - 0 |
| 4011 | Buckets, 5-gallon, plastic w/sealable lids | 50 | EA | $ - 0 | $ - 0 |
| 4012 | Sample Jars (Pint w/ 3" mouth) | 120 | DZ | $ - 0 | $ - 0 |
| 4013 | 5-Inch x 36-Inch Thin Walled Tube | 20 | EA | $ - 0 | $ - 0 |
| 4014 | 3-Inch x 30-Inch Thin Walled Tube | 50 | EA | $ - 0 | $ - 0 |
| 4015 | Transportation of Testing Samples | 3 | TP | $ - 0 | $ - 0 |
| 4016 | Clearing | 10 | HR | $ - 0 | $ - 0 |
| 4017 | Cribbing or Drill Pad | 10 | HR | $ - 0 | $ - 0 |
| 4018 | Sheilding of Overhead Lines/Guardrail Removal | 700 | FT | $ - 0 | $ - 0 |
| 4019 | Railroad Indemnity Requirements and Traffic Control Equipment | 1 | EA | $ - 0 | $ - 0 |
| 4020 | Level C PPE Equipment | 5 | DA | $ - 0 | $ - 0 |
| 4021 | Level C Disposal of Drilling Cuttings | 20 | EA | $ - 0 | $ - 0 |
| 4022 | Well Cleanout per well w/GFE(max 6 hrs/well) | 10 | EA | $ - 0 | $ - 0 |
| 4023 | Non-Special Waste Disposal | 10 | DR | $ - 0 | $ - 0 |
| 4024 | Special Waste Disposal | 10 | DR | $ - 0 | $ - 0 |
| 4025 | Special Waste Assessment of Carbon -TCLP Semi-Volatiles | 20 | EA | $ - 0 | $ - 0 |
| 4026 | Special Waste Assessment of Carbon -TCLP Volatiles and Semi-Volatiles | 20 | EA | $ - 0 | $ - 0 |
| 4027 | Special Waste Assessment of Carbon-Full TCLP | 20 | EA | $ - 0 | $ - 0 |
| 4028 | Water Testing SVOC's | 10 | EA | $ - 0 | $ - 0 |
| 4029 | Water Testing -Low-level PAH's | 10 | EA | $ - 0 | $ - 0 |
| Soils Laboratory Testing | | | | |
| 4030 | Atterberg Limits Tests (3-point) | 300 | EA | $ - 0 | $ - 0 |
| 4031 | Natural Water Content | 400 | EA | $ - 0 | $ - 0 |
| 4032 | Grain Size Analysis (C136) | 400 | EA | $ - 0 | $ - 0 |
| 4033 | Wet Seive Analysis (C117 & C136) | 300 | EA | $ - 0 | $ - 0 |
| 4034 | % Passing #200 or #230 Sieve (D1140) | 300 | EA | $ - 0 | $ - 0 |
| 4035 | Hydrometer Analysis | 50 | EA | $ - 0 | $ - 0 |
| 4036 | Standard Compaction | 10 | EA | $ - 0 | $ - 0 |
| 4037 | Modified Compaction | 2 | EA | $ - 0 | $ - 0 |
| 4038 | Maximum & Minimum Index | 10 | EA | $ - 0 | $ - 0 |
| 4039 | California Bearing Ratio(CBR) | 2 | EA | $ - 0 | $ - 0 |
| 4040 | Unconfined Compressive Strength | 50 | EA | $ - 0 | $ - 0 |
| 4041 | Q Triaxial Compressive Strength (3 POINTS) | 10 | EA | $ - 0 | $ - 0 |
| 4042 | R Triaxial Compressive Strength (3 POINTS) | 10 | EA | $ - 0 | $ - 0 |
| 4043 | S Triaxial Compressive Strength (3 POINTS) | 10 | EA | $ - 0 | $ - 0 |
| 4044 | Direct Shear Tests (3 POINTS) | 40 | EA | $ - 0 | $ - 0 |
| 4045 | One-Dimensional Consolidation (3 POINT) | 10 | EA | $ - 0 | $ - 0 |
| Hazardous Waste Soil Classifications | | | | |
| 4046 | Haz Waste Atterberg Limits (3 POINTS) | 2 | EA | $ - 0 | $ - 0 |
| 4047 | Haz Waste Natural Water Content | 2 | EA | $ - 0 | $ - 0 |
| 4048 | Haz Waste Grain Size Analysis | 2 | EA | $ - 0 | $ - 0 |
| 4049 | Haz Waste Wet Sieve Analysis | 2 | EA | $ - 0 | $ - 0 |
| 4050 | Disposal of Soils Testing Material, Haz/Spec Waste | 20 | EA | $ - 0 | $ - 0 |
| Rock Laboratory Testing | | | | |
| 4051 | Bulk Density | 5 | EA | $ - 0 | $ - 0 |
| 4052 | Petrographic Examination | 5 | EA | $ - 0 | $ - 0 |
| 4053 | Elasticity & Poisson's Ratio | 5 | EA | $ - 0 | $ - 0 |
| 4054 | Triaxial Compressive Strength | 5 | EA | $ - 0 | $ - 0 |
| 4055 | Direct Tensile Strength | 25 | EA | $ - 0 | $ - 0 |
| 4056 | Unconfined Compressive Strength | 25 | EA | $ - 0 | $ - 0 |
| 4057 | Direct Shear Strength (3-points) | 50 | EA | $ - 0 | $ - 0 |
| In Situ Testing | | | | |
| 4058 | Falling Head Tests | 20 | DA | $ - 0 | $ - 0 |
| 4059 | Pumping Tests | 20 | DA | $ - 0 | $ - 0 |
| 4060 | Electronic Piezcone Penetrometer | 2 | DA | $ - 0 | $ - 0 |
| 4061 | Vane Shear Testing | 1 | DA | $ - 0 | $ - 0 |
| 4062 | Geophysical Logging | 1 | DA | $ - 0 | $ - 0 |
| 4063 | Hydrocone/Geocone Sampling | 1 | DA | $ - 0 | $ - 0 |
| 4064 | Flat-Plate Dilatometer Testing (w/GFE) | 20 | DA | $ - 0 | $ - 0 |
| 4065 | Optical Televiewer | 5 | DA | $ - 0 | $ - 0 |
| 4066 | Prebored Pressuremeter | 5 | DA | $ - 0 | $ - 0 |
| 4067A | Test Pits (No shoring) | 5 | DA | $ - 0 | $ - 0 |
| 4067B | Test Pits (With shoring) | 5 | DA | $ - 0 | $ - 0 |
| 4068A | Downhole Video Inspection (No pumping) | 2 | DA | $ - 0 | $ - 0 |
| 4068B | Downhole Video Inspection (With pumping) | 2 | DA | $ - 0 | $ - 0 |
| Total for Option Year Four | | | | $ - 0 |
| EA | =Each |
| HR | =Hour |
| DA | =Day |
| FT | =Feet |
| DZ | =Dozen |
| BG | =Bag |
| CY | =Cubic Yard |
| DR | =Drum w/lid (55 Gallon) |
| TP | =Trip |