B08 Attachment 1 Bid Schedule Lab Testing BPA.XLS
XLS spreadsheet 37 KB Posted
- Attached to
- Laboratory Soil Testing Services Federal contract opportunity
- Solicitation number
- W9126G20R0066
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| File | Type | Posted |
|---|---|---|
| B08 W9126G20R0066 A00001 Amendment.pdf | ||
| B08 W9126G20R0066 Solicitation.pdf |
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Text version
March 2012
| Fee | ||||
| Standard Test Methods | Designation | Schedule | Units | Remarks |
| Description and Identification of Soils (Visual-Manual Procedure) | ASTM-D-2488-93 17e1 | $ | ||
| Laboratory Determination of Water (Moisture) Content of Soil & Rock | ASTM-D-2216-92 19 | $ | EA | |
| Unit Weights, Void Ratio, Porosity, and Degree of Saturation | (COE) EM 1110-2-1906, Appendix II, | $ | EA | |
| Par 4.Displacement Method | ||||
| Particle-Size Distribution of Soil Using Sieve analysis | ASTM-D 6913/D6913M-17 | $ | EA | |
| Particle-Size Distribution of Fine Grained Soils Using Sedimentation (Hydrometer) Analysis | ASTM-D-7928-17 | $ | EA | |
| Amount of Material Finer Than the No. 200 (75-um) Sieve No. 200 | ASTM-D-1140-17 | $ | EA | |
| Liquid Limit, Plastic Limit, and Plasticity Index of Soils | ASTM-D-4318-17e1 | $ | EA | |
| Laboratory Compaction Characteristics of Soil Using Standard Effort | ASTM-D-698-12e2 | $ | EA | |
| (12,400 ft-Ibf/ft³) (4" Diameter mold (Proctor Test)) | ||||
| Laboratory Compaction Characteristics of Soil Using Standard Effort | ASTM-D-698-12e2 | $ | EA | |
| (12,400 ft-Ibf/ft³)(6" Diameter mold (Proctor Test)) | ||||
| Laboratory Compaction Characteristics of Soil Using Modified Effort | ASTM-D-1557-12e1 | $ | EA | |
| (56,000 ft-lb/ft³)(4" Diameter mold (Proctor Test)) | $ | |||
| Laboratory Compaction Characteristics of Soil Using Modified Effort | ASTM-D-1557-12e1 | $ | EA | |
| (56,000 ft-lb/ft³)(6" Diameter mold (Proctor Test)) | $ | |||
| California Bearing Ratio (CBR) of Laboratory-Compacted Soils (Need to | ASTM-D-1883-16 Mil-Std-621A | $ | Per Point | |
| specify the range of water contents and the dry unit weight for which the CBR | Methods 100 and 101 | |||
| is desired)(3 points per test) | ||||
| Unconfined Compressive Strength of Cohesive Soil | ASTM-D-2166/D2166M-16 | $ | EA | |
| Unconsolidated, Undrained Compressive Strength of Cohesive Soils in Triaxial | ASTM-D-2850-15 | $ | EA | |
| Compression (one specimen confined to a specified overburden pressure) | ||||
| (2.8" Diameter Samples (Shelby Tube Samples)) | ||||
| Unconsolidated, Undrained Compressive Strength of Cohesive Soils in Triaxial | ASTM-D-2850-15 | $ | EA | |
| Compression (one specimen confined to a specified overburden pressure) | ||||
| (Oversize Samples (>3" Diameter)) | ||||
| Triaxial Compressive Strength of Undrained Rock Core Specimens Without | ASTM-D-7012 (Method A) | $ | EA | |
| Pore Pressure Measurements | ||||
| One-Dimensional Consolidation Properties of Soils | ASTM-D-2435/D2435M-11 | $ | EA | |
| One-Dimensional Swell or Collapse of Soils | ASTM-D-4546-14e1 | $ | EA | |
| Control Expansion One-Dimensional Consolidation Properties of Soils | ASTM D-2435/2435M-11 | $ | EA | |
| Triaxial Compressive Strength Unconsolidated, undrained "Q" with | (COE) EM 1110-2-1906, Appendix II, | $ | EA | |
| backpressure saturation as required. One to three specimens as directed. | Triaxial Compression Test | |||
| (COE) EM 1110-2-1906, 2.8" Diameter Samples (Shelby Tube Samples) | ||||
| Triaxial Compressive Strength Unconsolidated, undrained "Q" with | (COE) EM 1110-2-1906, Appendix II, | $ | EA | |
| backpressure saturation as required. One to three specimens as directed. | Triaxial Compression Test | |||
| (COE) EM 1110-2-1906, Oversize Samples (>3" Diameter) | ||||
| Direct Shear Strength, conduct 3 points per Test (Initial or Peak Shear) | (COE) EM 1110-2-1906, Appendix IX, | $ | Per Test Point | |
| Drained (S) Direct Shear Test | $ | |||
| Direct Shear Strength, conduct 3 points per Test (Residual Shear) | (COE) EM 1110-2-1906, Appendix IX, | $ | Per Test Point | |
| Drained (S) Direct Shear Test | $ | |||
| Permeability of granular soils by Constant Head | ASTM-D-2434-19 | $ | EA | |
| Consolidated- Undrained Triaxial Compression Test for Cohesive Soils | ASTM-D-4767-11 | $ | EA | |
| Soil Resistivity using the Two-Electrode Soil Box Method | ASTM-G-187-18 | $ | EA | |
| pH of Soil | ASTM-D-4972-19 | $ | EA | |
| Chloride and Sulfate in Soil | TEX-620-J | $ | EA | |
| Soluble Sulfate Content | TEX-145-E | $ | EA | |
| Preparation of Samples | $ | Hour |
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