BPA Tests and Sampling Schedule and Price List.xlsx
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- USACE Testing Sampling BPA Sources Sought Federal contract opportunity
- Solicitation number
- W9127N23Q0WRN
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| File | Type | Posted |
|---|---|---|
| QA Mat Test PWS.docx | DOCX document | |
| BPA Terms Conditions.docx | DOCX document |
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Schedule Attachment A1 - BPA Test and Sampling Schedule and Price List Updated: 10-May-23
| QUALITY ASSURANCE (QA) MATERIALS TESTING SERVICES | ||||
| Description of Services. Construction Branch’s need for Non‐Personal Services for Quality Assurance (QA) Testing is as follows: A US Army Corps of Engineers (COE), Materials Testing Center (MTC), validated Laboratory shall provide all personnel, equipment, supplies, facilities, management, tools, labor, materials, and incidentals necessary to perform the services of Quality Assurance Testing, to include, but not limited to the collection, sample, analyze and report for a collection of samples taken from various construction sites for contracts administered by the Corps of Engineers, Portland District’s, Engineering & Construction Branch. QA Testing may be required on, but not limited to the following types of construction sites such as; fabrication shops, jetties, quarries, government operating sites such as dams, waterways, powerhouses, Treaty fishing sites, etc. The location of the construction contracts will vary and will be within the boundaries of the Portland District, which covers all of Oregon and SW Washington states. | ||||
| Item | Code Reference | Description | Unit | Est. Unit Price |
| 0001 | Sieve Analysis. |
Contractor shall furnish all tools, labor, materials, and equipment necessary to provide for the following.
| 1A | ASTM C136-97 | Sieve Analysis of fine and course aggregate (ASTM C136-97) 3" or smaller nominal aggregate size | EACH | $ - 0 | |
| 1B | ASTM C117-95 | Sieve analysis of materials finer than No. 200 Sieve in mineral aggregates by washing (ASTM | |||
| C117-95), 3" or smaller nominal aggregate size | EACH | $ - 0 | |||
| 0002 | Rock (crushed) and Riprap Stone. |
Contractor shall furnish all tools, labor, materials, and equipment necessary to provide for the following.
| 2A | ASTM C88-90 | Soundness of aggregate by use of Sodium Sulfate or Magnesium Sulfate (ASTM C88-90), after | |||
| sample size is reduced to test size. | EACH | $ - 0 | |||
| 2B | ASTM C131-89 | Resistance to degradation of small size course aggregate by abrasion and impact in Los Angeles Machine (ASTM C131-89), after sample size is reduced to test size | EACH | $ - 0 | |
| 2C | ASTM C127-88 | Specific gravity and absorption of course aggregate (ASTM C127-88), after sample size is reduced to test size. | EACH | ||
| 0003 | Miscellaneous Soil Testing. |
Density of soils and aggregate in place.
Contractor shall furnish all tools, labor, materials, and equipment necessary to provide for the following testing.
| 3A | ASTM D2922-96 | Nuclear Methods shallow depths (ASTM D2922-96) | EACH | $ - 0 | |
| 3B | ASTM D1556-90 | Density and unit weight of soils in place by sandcone method (ASTM D1556-90). | EACH | $ - 0 | |
| 3C | ASTM D1140 | ASTM D1140 Standard Test Methods for Amount of Materials in Soils finer than No. 200 (75- | |||
| um) | EACH | $ - 0 | |||
| 3D | ASTM D422 | ASTM D422 Standard Test Methods for Particle-Size Analysis of Soils | EACH | $ - 0 | |
| 3E | ASTM D4318 Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. | EACH | $ - 0 | ||
| 3F | ASTM D2487 | ASTM D2487 Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) | EACH | $ - 0 | |
| 3G | ASTM DC29 | ASTM DC29 Standard Test Method for Bulk Density ("Unit Weight") and Voids in Aggregate. | EACH | $ - 0 | |
| 3H | ASTM D1557-09 | ASTM D1557-09. Standard Test Methods for Laboratory Compaction Characteristics of Soil | |||
| Using Modified Effort (56,000 ft-lbf/ft3)(2,700 kN-m/m) | EACH | $ - 0 | |||
| 3I | ASTM D698-07 | ASTM D698-07. Standard Test Methods for Laboratory Compaction Characteristics of Soil | |||
| Using Standard Effort (12,400 ft-lbf/ft3)(600 kN-m/m) | EACH | $ - 0 | |||
| 3J | ASTM D2435 | ASTM D2435 - Standard Test Methods for One-Dimensional Consolidation. | EACH | $ - 0 | |
| 3K | ASTM D7181-11 | Standard Test Method for Consolidated Drained Triaxial Compression Test for Soils | EACH | $ - 0 | |
| 3L | ASTM D4767-11 | ASTM D4767-11 - Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils | EACH | $ - 0 | |
| 0004 | Concrete/Shotcrete/Grout. |
Contractor shall furnish all tools, labor, materials, and equipment necessary to provide for the following testing.
| 4A | ASTM C143 | Slump of hydraulic-cement concrete, ASTM C143. | EACH | $ - 0 | |
| 4B | ASTM C39-96 | Compressive strength of cylindrical concrete specimens (ASTM C39-96), includes curing and testing one (1) set of three cylinders. | SET | $ - 0 | |
| 4C | ASTM C231-10 | Air content of freshly mixed concrete by the pressure method (ASTM C231-10), includes | |||
| sampling and testing three (3) samples. | SET | $ - 0 | |||
| 4D | ASTM C42-99 | Obtaining and testing drilled cores of concrete (ASTM C42-99), set of three (3) cores. | SET | $ - 0 | |
| 4E | ASTM C42-99 | Obtaining and testing drilled cores of Shotcrete (ASTM C42-99), set of five (5) cores. | SET | $ - 0 | |
| 4F | ASTM C942-99 | Comprresive strength of grout (ASTM C942-99). | EACH | $ - 0 | |
| 4G | ASTM C231 | ASTM C231. Para./Section 6 - Determination of Aggregate Correction Factor (Air Content of | |||
| Freshly Mixed Concrete by the Pressure Method). | EACH | $ - 0 | |||
| 4H | COE CRD-C53 | Test Method for Consistency of No-Slump Concrete using the Modified Vebe Apparatus | EACH | $ - 0 | |
| 4I | ASTM C1435 | Standard Practice for Making Roller-Compacd Concrete in Cylinder Molds Using a Vibrating Hammer | EACH | $ - 0 | |
| 0005 | Aggregates Quality Evaluation. |
Contractor shall furnish all tools, labor, materials, and equipment necessary to provide for the following.
| 5A | ASTM C33-99 | Fine Aggregate, per ASTM C33-99. Excludes Testing per ASTM C289 - Standard Test Method for Potential Alkali-Silica Reactivity of Aggregates | EACH | $ - 0 |
| 5B | ASTM C33-99 | Course Aggregate Testing per ASTM C33-99. | EACH | $ - 0 |
| 5C | ASTM C566 | Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying | EACH | $ - 0 |
| 5D | ASTM C127-88 | Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate | EACH | $ - 0 |
| 5E | ASTM C128-88 | Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate | EACH | $ - 0 |
| 0006 | Non-Destructive Testing. |
Contractor shall furnish all tools, labor, materials, and equipment necessary to provide for the following.
| 6A | Visual Examination. Examination shall be performed in accordance with AWS D1.5, Bridge Welding Code. To include all necessary hand tools and materials. Service shall be performed by a current AWS Certified Welding Inspection (CWI). | HOURS | $ - 0 | ||
| 6B | ASTM E164-97 | ||||
| or ASTM E164-19 | Ultrasonic Testing (ASTM E164-97 or ASTM E164-19) per crew. Examination shall be performed in accordance with AWS D1.5, Bridge Welding Code. To include all necessary hand tools and materials. | ||||
| Service shall be performed by a current NDT Level II. | HOURS | $ - 0 | |||
| 6C | ASTM E165-92 | ||||
| or ASTM E165/165M-18 | Liquid penetrant testing (ASTM E165-92 or ASTM E165/165M-18) per crew. Examination shall be performed in accordance with AWS D1.5, Bridge Welding Code. To include all necessary hand tools and materials. Service shall be performed by a current NDT Level II. | HOURS | $ - 0 | ||
| 6D | ASTM E709-91 | Magnetic particle testing (ASTM E709-91) per crew. Examination shall be performed in accordance with AWS D1.5, Bridge Welding Code. To include all necessary hand tools and materials. Service shall be performed by a current NDT Level II. | HOURS | $ - 0 | |
| 0007 | Miscellaneous Testing. |
Contractor shall furnish all tools, labor, materials, and equipment necessary to provide for the following.
| 7A | ASTM D4543 | Core Machine for Sample Preparation. The use of the core machine to extract core samples, per specification of Statement of Work, in order to meet the ASTM D4543 requirement. | HOURS | $ - 0 | |
| 7B | ASTM D2216 | ASTM D2216. Standard test methods for laboratory determination of water (moisture) content | |||
| of solid and rock by mass. | EACH | $ - 0 | |||
| 7C | ASTM D3967 | (2016) Standard Test method for Splitting Tensile Strength of Intact Rock Core Specimens | EACH | $ - 0 | |
| 7D | ASTM D7012 | ||||
| Method C | (2014) Standard Test Methods for Compressive Strength and Elastic Moduli of Intact Rock Core Specimens under Varying States of Stress and Temperatures | EACH | $ - 0 | ||
| 0008 | Quarry Stone Sampling & Testing. |
Contractor shall furnish all tools, labor, materials, and equipment necessary to provide for the following.
| 8A | ASTM C127 | Unit Weight and Absorption. Unit Weight - Minimum of 165 lb/ft3 but may vary per job | |
| Includes Absorption - not more than 5.0 percent. Performed in accordance with ASTM C127 (Modified). | EACH | $ - 0 | |
| 8B | ASTM C88 | Magnesium Sulfate Soundness -5 Cycles. Not more than 15.0 percent loss (by weight). |
Performed in accordance with ASTM C88 (Modified)
| Typically, failure criteria will be a 10% maximum percent loss. | EACH | $ - 0 | |
| 8C | COE CRD-C148 | Accelerated Expansion. Not more than 15.0 percent breakdown (by weight or piece count). |
Performed in accordance with COE CRD-C148 (Modified).
| Typically, failure criteria will be a 12% maximum percent loss. | EACH | $ - 0 | |
| 8D | ASTM CRD 169 or ASMT D 5313 | Wetting & Drying - 80 cycles. Not more than 15.0 percent loss (by weight). Performed in accordance with guidance herein. | |
| Typically, failure criteria will be a 10% maximum percent loss. | EACH | $ - 0 | |
| 8E | ASTM C666/C666M | ||
| or ASTM 5312 | Freezing & Thawing - 100 cycles. Not more than 15.0 percent loss (by weight). Performed in |
accordance with ASTM C666/C 666M (Modified).
| Typically, failure criteria will be a 10% maximum percent loss. | EACH | $ - 0 | |
| 8F | ASTM C 295 | Petrographic Examination. Absence of weakness or materials that could result in significant | |
| stone alteration and reduction in durability. | EACH | $ - 0 | |
| 8G | X-Ray Analysis (Spectrographic and Diffraction). Absence of deleterious clays or other | ||
| minerals that could result in significant deterioration of rock quality | EACH | $ - 0 | |
| 8H | ASTM C131 | Abrasion – 500 revolutions. Not more than 20.0 percent loss (by weight). Performance in |
accordance with ASTM C131 (Modified).
| Typically, failure criteria will be a 16% maximum percent loss. | EACH | $ - 0 | |||
| 0009 | Administrative Functions. | ||||
| 9A | Mileage reimbursement per JTR Vol II, JT. | ||||
| Technician - drive time only for contractor's office to designated site. (The appropriate total of hours required will be stated on individual order when issued.) | MILES | $ - 0 | |||
| 9B | Lodging and M&IE per JTR Vol II, M&IE: Meals and Incidental Expenses. | DAY | $ - 0 | ||
| 9C | Adminstrative Labor Hours for preperation of Call Forms, Test Reports, and performance of other administrative functions. | HOURS | $ - 0 | ||
| 9D | Lab provided courier and/or shipping services. For samples self collected at the site, as needed per Call, provide services to transport samples via either courier or via commericial shipping services (i.e. FedEx, UPS, etc). Payment on a per job basis. | JOB | $ - 0 |
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