July 17, 2011
PRICING SCHEDULE – BASE YEAR
THE CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, MATERIAL, EQUIPMENT, ETC. NECESSARY TO PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE TERMS AND CONDITIONS SET FORTH IN THE CONTRACT TO INCLUDE ALL ATTACHMENTS THERETO.
| Unit | Test | Schedule of | | Unit |
| No. | Reference | Supplies/Services | Unit | Price |
SOIL TESTING
0001 ASTM D 2488 Visual Classification (jar or bag) Each $
0002 ASTM D 2974 Organic Content (loss on ignition) Each $
| 0003 | ASTM C 117 | Test Method for Material Finer than 75-µm | | |
| | (No. 200) Sieve in Mineral Aggregates | | |
| | by Washing | Each | $ |
0004 ASTM D C136, Sieve Analysis (3-inch to No. 200 sieve) Each $
0005 ASTM D 422 Sieve 3/4-inch to No. 200 sieve Each $
0006 ASTM D 1140 Minus #200 Sieve Each $
| ASTM D 422, | Hydrometer Analysis (No Sieving) | | | | |
| 0007 | EM 1110-2-1906 | - Oven dried before test | | Each | $ | |
| 0008 | (Appendix V) | - Wet Method | | Each | $ | |
| | ASTM D 4318, | Liquid and Plastic Limits (Atterberg, includes all soil classification): | | | |
| 0009 | | EM 1110-2-1906 | - 1 Pt. Method (washed through | | | |
| | | No. 40 sieve) | | Each | $ |
| 0010 | (Appendix III) | - 4 Pt. Method (washed through | | | | |
| | No. 40 sieve) | | Each | $ | |
| 0011 | | - 3 Pt. Method (air-dried) | | Each | $ | |
| | Specific Gravity: | | |
| 0012 | ASTM D 854 | - Absolute (clay or sand) | Each | $ |
| 0013 | ASTM C 127 | - Apparent or Bulk (gravel) | Each | $ |
| | Moisture-Density Determinations: | | |
| ASTM D 698, | Standard Compaction (moisture-density, 5 pt. Curve): | | |
| 0014 | Method A and B | - Four (4) inch diameter mold | Each | $ |
| 0015 | Method C | - Six (6) inch diameter mold | Each | $ |
| 0016 | ASTM D 1556 | Test Method for Density and Unit Weight of Soil | Each | $__________ |
| | In-Place by the Sand Cone Method | | |
| ASTM D 1557 | Modified Compaction | | |
| 0017 | Method A & B | - Four (4) inch diameter mold | Each | $ |
| 0018 | Method C | - Six (6) inch diameter mold | Each | $ |
| 0019 | ASTM D 4253 | - Relative Density (Minimum) | Each | $ |
| 0020 | ASTM D 4254 | - Relative Density (Maximum) | Each | $ |
| 0021 | ASTM D 6938 | Test Method for In-Place Density and Water Content | Each | $__________ |
| | of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth) | | |
0022 ASTM D 2216 Water Content (jar or bag) Each $
| ASTM D 2937, | Density and Water Content | | |
| 0023 | EM 1110-2-1906 | - Undisturbed sample, direct | | |
| | measurement | Each | $ |
| 0024 | (Appendix II) | - Undisturbed sample, displacement method | Each | $ |
| ASTM D 5084, | Hydraulic Conductivity (Permeability): | | |
| EM 1110-2-1906 | - Triaxial compression chamber (using back-pressure saturation) | | |
| 0025 | Appendix II | - (undisturbed) | Each | $ |
| 0026 | | - (undisturbed) 6” Molds | Each | $ |
| 0027 | | - (remolded) | Each | $ |
| ASTM D 2435, | Consolidation | | |
| EM 1110-2-1906 | (to 16-tons/sq. ft., or as specified | | |
| 0028 | | - 7 load increments, 3-rebound load increments) | Each | $ |
| 0029 | | - Cut from 6” molds | Each | $ |
| 0030 | (Appendix VIII) | - (with two time rate sequences) | Each | $ |
| ASTM D 3080, | Direct Shear, S Test (consolidated, drained, | | |
| EM 1110-2-1906 | controlled strain-3 specimens): | | |
| 0031 | (Appendix IX) | - Undisturbed (2.8 inch diameter) | | |
| | (or 24 inch diameter) | Each | $ |
| 0032 | | - Compacted (2.8 inch diameter) | | |
| | (or 24 inch diameter) | Each | $ |
| ASTM D 2166, | Unconfined Triaxial Compression (unconsolidated, undrained): | | | |
| 0033 | | EM 1110-2-1906 | - 2.8 inch diameter | | |
| | (Appendix XI) | (undisturbed specimen) | Each | $ |
| ASTM D 2850, | Triaxial Compression (shear): | | |
| EM 1110-2-1906 | Q Test (undisturbed, unconsolidated, undrained): | | |
| 0034 | (Appendix X) | - 3 specimens (2.8 inch diameter) | Each | $ |
| Q Test (compacted, unconsolidated, undrained): | | |
| 0035 | - 3 specimens (2.8 inch diameter) | Each | $ |
| ASTM D 4767 | R Bar (undisturbed, consolidated, undrained—saturation | | |
| EM 1110-2-1906 | by backpressure, pore pressures measured during shear): | | |
| 0036 | (Appendix X) | - 3 specimens (2.8 inch diameter) | Each | $ |
| 0037 | | - 6” molds | Each | $ |
| R Bar (compacted, consolidated, undrained – saturation by | | |
| back pressure, pore pressures measured during shear) | | |
| 0038 | - 3 specimens (2.8 inch diameter) | Each | $ |
| 0039 | ASTM D 4767 | Test Method for Consolidated Undrained | | |
| | Triaxial Compression Test for Cohesive Soils (R) | | |
| 6-inch diameter or larger | | Each | $ |
| ASTM D 4647, | Dispersive Clay Identification: | | | |
| 0040 | ASTM STP 623 | - Pinhole Dispersion | | Each | $ |
| 0041 | | - Pinhole Dispersion | | | |
| | Cut from 6” Molds | | Each | $ |
| 0042 | - SCS Dispersion | | Each | $ | |
| 0043 | Soil Corrosivity (includes resistivity and | | |
| conductivity at 4 W/Cs, Organic content, | | |
| pH, sulfate, chloride, and TDS analyses) | Each | $ |
| ASTM D 1883 | California Bearing Ratio: | | |
| Method C | With Modified Proctor Curve | | |
| 0044 | ASTM D157 | - Remold (per point) | Each | $ |
| 0045 | EM 1110-2-1906, | Swell and Swell Pressure | Each | $ |
| (Appendix VIIIA) | | | |
| | Soil-Cement Studies: | | |
| ASTM D 1632 | Making and Curing Soil Cement specimens in the Laboratory | | |
| 0046 | - Method A | | Each | $ |
| 0047 | - Method B | | Each | $ |
| ASTM D 1633 | Compressive Strength of Soil Cement | | |
| 0048 | | - Method A | Each | $ |
| 0049 | | - Method B | Each | $ |
| ASTM D 558 | Moisture Density Relations of Soil Cement | | |
| 0050 | | - Method A | Each | $ |
| 0051 | | - Method B | Each | $ |
| ASTM D 559 | Wetting and Drying Test for Soil Cement | | |
| 0052 | | - Method A | Each | $ |
| 0053 | | - Method B | Each | $ |
| ASTM D 560 | Freezing and Thawing Test for Soil Cement | | |
| 0054 | | - Method A | Each | $ |
| 0055 | | - Method B | Each | $ |
AGGREGATE TESTING
| 0056 | | ASTM C 136 | Sieve Analysis: | | | |
| | | - Fine aggregate | | Each | $ |
| 0057 | | - Coarse aggregate 38.1 mm (1-1/2 inch) | | | | |
| NMSA | | Each | $ | | |
| 0058 | | - Coarse aggregate 150 mm (6 inch) | | Each | $ | |
| 0059 | | - Cobble, boulder 300 mm (12 inch) | | Each | $ | |
| 0060 | ASTM C 117 | Material Finer than 75 µm (No. 200): | | | |
| | | - Fine aggregate | Each | $ |
| 0061 | ASTM C 127 | Specific Gravity and Absorption of | | |
| | Coarse Aggregate | Each | $ |
| 0062 | ASTM C 128 | Specific Gravity and Absorption of | | |
| | Fine Aggregate | Each | $ |
| 0063 | ASTM C 87 | Effect of Organic Impurities in Fine Aggregate | | |
| | on Strength of Mortar | Each | $ |
| 0064 | ASTM C 123 | Lightweight Particles in Aggregate | Each | $ |
| 0065 | ASTM D 131 | Los Angeles Abrasion Resistance of Small-Size | | |
| | Coarse Aggregate | Each | $ |
| | Flat and Elongated Particles: | | |
| 0066 | CRD-C 119 | - Coarse Aggregate | Each | $ |
| 0067 | CRD-C 120 | - Fine Aggregate | Each | $ |
0068 ASTM C 40 Organic Impurities in Fine Aggregate Each $
| | Petrographic Examination: | | |
| 0069 | ASTM C 295 | - Coarse Aggregate | Each | $ |
| 0070 | | - Fine Aggregate | Each | $ |
| 0071 | ASTM C 1260 | Potential Alkali Reactivity of | | |
| | Aggregates (Mortar-Bar Method) | Each | $ |
| 0072 | ASTM C 851 | Soft Particles in Coarse Aggregate | | |
| | (Scratch Hardness) | Each | $ |
| 0073 | ASTM C 142 | Clay Lumps and Friable Particles | | |
| | in Aggregate | Each | $ |
RIPRAP TESTING
| 0074 | ASTM C 127 | Unit Weight, Absorption and Specific | | |
| | Gravity | Each | $ |
0075 ASTM C 295 Petrographic Examination Each $
0076 ASTM C 88 Magnesium Sulfate Soundness Each $
| 0077 | CRD-C 144 | Resistance of Stone to Freezing and | | |
| | Thawing | Each | $ |
| 0078 | | - Limited Petrographic Examination | Each | $ |
| 0079 | | - Sawing | Each | $ |
| 0080 | | - Testing | Each | $ |
0081 ASTM C 535 Los Angeles Abrasion Test Each $
| 0082 | ASTM D 5313 ** | Wetting and Drying Test (modified-see | | |
| | procedure below) | Each | $ |
**The Wetting and Drying Test (ASTM D 5313) is modified and performed in the following manner:
The initial step of the test is the careful examination of the entire sample and the selection of representative test specimens. The piece should be large enough to produce two cut slabs, 1 inch (25.4 mm) thick ( 1/4 inch) (6.35 mm) with a maximum surface area of 30 square inches (193.5 cm) on one side. Two chunks approximately 3 by 4 inches (76.2 mm by 101.6 mm) are also chosen. The slabs and chunks are carefully examined under a low-power microscope and all visible surface features are noted and recorded. The specimens are then oven dried at 140F (60C), for eight hours, cooled and weighed to the nearest tenth of a gram. The test specimens are photographed to show all surface features before the test. The chunks and slabs are then subjected to fifteen (1) cycles of wetting and drying. One slab and chunk are soaked in fresh tap water, and the other slab and chunk soaked in salt water prepared in accordance with ASTM D 1141 (substitute ocean water). Each cycle consists of soaking the sample for sixteen (16) hours at room temperature and then drying in an oven for eight (8) hours at 140 F. After each cycle the specimens are examined with the low-power microscope to check for opening or movement of fractures, flaking along edges, swelling of clays, softening of the rock surface, heaving of micaceous minerals, breakdown of matrix material, and any other evidence of weakness developing in the rock. The cycle in which any of these actions occurs is recorded. After fifteen (1) cycles, the slabs and chunks are again carefully examined and all changes in the rocks are noted and recorded. The test specimens together with all flakes or particles, which come off during the test, are oven dried, weighed, and photographed.
ROCK TESTING
0083 Modulus of Elasticity and Poisson’s Ratio (Static) Each $
| 0084 | ASTM C 469 | - Confined | Each | $ |
| 0085 | | - Unconfined | Each | $ |
| 0086 | RTH 113 | Splitting Tensile Strength (Brazil Test) | Each | $ |
| ASTM D 3967 | | | |
| 0087 | RTH 102 | Petrographic Examination | | |
| ASTM C 295 | (Rock type and Physical Condition) | Each | $ |
| 0088 | RTH 112 | Direct Tensile Strength | Each | $ |
| ASTM D 2936 | | | |
CONCRETE TESTING
| 0089 | ASTM C 39 | Compressive Strength, 152.4 mm by 304.8 mm | | |
| | (6 inch by 12 inch) | Each | $ |
| 0090 | ASTM C 78 | Flexural Strength, 152.4 mm by 304.8 mm | | |
| | (6 inch by 12 inch) | Each | $ |
0091 ASTM C 469 Modulus of Elasticity and Poisson’s Ratio Each $
| | Resistance of Concrete to Freezing and Thawing | | |
| 0092 | ASTM C 666 | - Casting | Each | $ |
| 0093 | | - Testing | Each | $ |
| | Drilled Cores and Sawed Beams: | | |
| 0094 | ASTM C 42 | - Drilled or sawing specimens | Each | $ |
| 0095 | | - Compressive Strength | Each | $ |
| 0096 | | - Flexural Strength | Each | $ |
| 0097 | ASTM C 496 | Splitting Tensile Strength, | | |
| | 152.4 mm by 304.8 mm | | |
| | (6 inch by 12 inch) | Each | $ |
0098 CRD-C 89 Direct Shear (3 Tests) – Unconfined Each $
0099 CRD-C 90 Direct Shear (3 Tests) - Confined Each $
| 0100 | ACI 211.1 | Mixture Proportioning | | | |
| | | - Determination of water-cement ratio required for a | | |
| | | given strength required for a given strength by means | | |
| | | of a W/C strength curve (3 point), in addition to | | |
| | | proportioning aggregates. Includes tests on plastic | | |
| | | concrete, molding test specimens, and strength tests | | |
| | | to ages of 28 days. A minimum of 6 specimens will | | |
| | | be tested at ages of 7 and 28 days for mixtures | | |
| | | proportioned for specific compressive strengths. The | | |
| | | NMSA shall be 2-inches (50-mm) or less as directed | | |
| | | by the Contracting Officer. Slump, air content, | | |
| | | and plastic properties to be determined on a | | |
| | | case-by-case basis. | Each | $ |
TESTS FOR ASPHALT AND MATERIALS
ASPHALT BINDER TESTING
0101 ASTM D 3381 Asphalt Cement (AC) Each $
0102 ASTM D 2171 Viscosity 140 F (60C) Each $
0103 ASTM D 5 Penetration 77 F Each $
0104 ASTM D 92 Flash Point, Cleveland Open Cup Each $
0105 ASTM D 113 Ductility 77 F (25C) Each $
0106 ASTM D 70 Specific Gravity of AC Each $
0107 ASTM D 2042 Solubility in Trichloroethylene Each $
| 0108 | ASTM D 36, | Softening Point | Each | $ |
| ASTM D 2398 | | | |
0109 ASTM D 1754 Thin Film Oven Each $
0110 ASTM D 2872 Rolling Thin Film Oven Test Each $
AGGREGATE TESTING
0111 ASTM D 136 Sieve Analysis (Washed) Each $
| 0112 | ASTM C 127, | Specific Gravity (Apparent or Bulk) | Each | $ |
| ASTM C 128 | | | |
0113 ASTM D 4791 Flat/Elongated Particles Each $
0114 ASTM C 131 Los Angeles (LA) Abrasion Each $
MIX DESIGN TESTING
0115 UFC 3-250-03 Standard Practice Manual for Flexible Pavements Each $
COMPACTION METHODS TESTING
| Mil-Std 620A, | Marshall 75 blow (200 PSI): | | |
| 0116 | UFC 3-250-03 | - Four (4) inch diameter | | |
| | (10 lb/18 inch drop) | Each | $ |
| Mil-Std 620A, | Marshall 50 Blow (100 PSI): | | |
| 0117 | UFC 3-250-03 | - Four (4) inch diameter | | |
| | (10 bl/18 inch drop) | Each | $ |
ASPHALT MIXTURE TESTING
0118 ASTM D 1856 Recovery of AC (Abson Method) Each $
0119 ASTM D 2041 Maximum Theoretical Specific Gravity (Rice) Each $__________
| 0120 | Asphalt Institute MS2 | Method of Mix Design (Marshall Stability) | Each | $ |
| (ASTM D 1559) | | | |
Masonry (CMU) TESTING
| 0121 | ASTM C 1019 | Compressive Test of Grout Mold (set of 3 tests, | Set | $__________ |
| | 1 at 7 days and 2 at 28 days) | | |
| 0122 | ASTM C 780 | Preconstruction and Construction Evaluation of | Set | $__________ |
| | Mortars for Plain and Reinforced Unit Masonry | | |
| | (set of 3 tests, 1 at 7 days and 2 at 28 days) | | |
| 0123 | ASTM C 1314 | Compressive Strength of Masonry Prisms (set of | Set | $__________ |
| | 3 tests, 1 at 7 days and 2 at 28 days) | | |
MISCELLANEOUS – OTHER
| 0124 | 55-Gallon Drums – Pickup and Delivery from Job Site to Laboratory | | | |
| 0124AA | | 0 – 10 55-Gallon Drums | Lump Sum | $ |
0124AB 11 – 20 55-Gallon Drums Lump Sum $
0124AC 21 – 40 55-Gallon Drums Lump Sum $
0124AD 41 – 75 55-Gallon Drums Lump Sum $
| 0125 | 55-Gallon Drums – Return of Drums from Laboratory to U. S. Army Corps of Engineer’s Sacramento District | | | |
| Storage Area at Bryte Yard, Bryte, CA | | | |
| 0125AA | | 0 – 10 55-Gallon Drums | Lump Sum | $ |
0125AB 11 – 20 55-Gallon Drums Lump Sum $
0125AC 21 – 40 55-Gallon Drums Lump Sum $
0125AD 41 – 75 55-Gallon Drums Lump Sum $
0126 Sample Mixing – Mixing of composite samples Hours $__________
| 0127 | To be used for pick-up of soil, concrete, aggregate, masonry or | |
| asphalt materials for testing when the job site is more than 51 miles | |
| from the contractor’s laboratory. | JOB(LS) Lump Sum $__________ |
| 0127AA | 51 – 200 Miles from Contractor’s | | |
| Laboratory Office | JOB(LS) Lump Sum | $__________ |
| 0127AB | 201 – 1000 Miles from Contractor’s | |
| Laboratory Office | JOB(LS) Lump Sum | $__________ |
| 0127AC | 1001 – 1500 Miles from Contractor’s | |
| Laboratoary Office | JOB(LS) Lump Sum | $__________ |
The vendor/offeror shall distribute his indirect costs (overhead, profit, bond, etc.) over all the items in the Pricing Schedule. The Government shall review all submitted Pricing Schedules for any unbalancing of the items. Any submitted Pricing Schedule determined to be unbalanced may be considered non-responsive and cause the vendor/offeror to be ineligible for award.