A.01.25_price_schedule_17Q1_final.xls
XLS spreadsheet 46 KB Posted
- Attached to
- Quality Assurance (QA) Materials Testing Federal contract opportunity
- Solicitation number
- W9127N-17-Q-0001
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Price Schedule
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| File | Type | Posted |
|---|---|---|
| A.07.24_17Q1-1.pdf | ||
| 17Q1.pdf | ||
| A_01_30_QA_Lab_Testing_PWS_final.doc | DOC document | |
| A_01_25_ERDCValidatedLabs_.pdf |
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EstPricelistCLIN
| 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 | Description | Quantity | Unit | Est Unit Price | Est Total |
| 0001 | Sieve Analysis. Contractor Shall furnish all tools, labor, materials, and equipment necessary to provide for the following testing. | NA | NA | NA | 0.00 |
| 1A | Sieve Analysis of fine and course aggregate (ASTM C136-97) 3" or smaller nominal aggregate size | 25 | EACH | 0.00 | |
| 1B | Sieve analysis of materials finer than No. 200 Sieve in mineral aggregates by washing (ASTM C117-95), 3" or smaller nominal aggregate size | 25 | EACH | 0.00 | |
| 0002 | Rock (crushed) and Riprap Stone. | NA | NA | NA | 0.00 |
| Contractor Shall furnish all tools, labor, materials, and equipment necessary to provide for the following testing. | |||||
| 2A | Soundness of aggregate by use of Sodium Sulfate or Magnesium Sulfate (ASTM C88-90), after sample size is reduced to test size. | 15 | EACH | 0.00 | |
| 2B | 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 | 15 | EACH | 0.00 | |
| 2C | Specific gravity and absorption of course aggregate (ASTM C127-88), after sample size is reduced to test size. | 15 | EACH | 0.00 | |
| 0003 | Density of soils and aggregate in place - Miscellaneous Soils Testing. | NA | NA | NA | 0.00 |
| Contractor Shall furnish all tools, labor, materials, and equipment necessary to provide for the following testing. | |||||
| 3A | Nuclear Methods shallow depths (ASTM D2922-96) | 40 | EACH | 0.00 | |
| 3B | Density and unit weight of soils in place by sandcone method (ASTM D1556-90). | 10 | EACH | 0.00 | |
| 3C | ASTM D1140 Standard Test Methods for Amount of Materials in Soils finer than No. 200 (75-um) | 10 | EACH | 0.00 | |
| 3D | ASTM D422 Standard Test Methods for Particle-Size Analysis of Soils | 40 | EACH | 0.00 | |
| 3E | ASTM D4318 Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. | 40 | EACH | 0.00 | |
| 3F | ASTM D2487 Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). | 20 | EACH | 0.00 | |
| 3G | ASTM DC29 Standard Test Method for Bulk Density ("Unit Weight") and Voids in Aggregate. | 10 | EACH | 0.00 | |
| 3H | ASTM D1557-09. Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3)(2,700 kN-m/m3 | 40 | EACH | 0.00 | |
| 3I | ASTM D698-07. Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3)(600 kN-m/m3 | 40 | EACH | 0.00 | |
| 0004 | Concrete/Shotcrete/Grout. | NA | NA | NA | 0.00 |
| Contractor Shall furnish all tools, labor, materials, and equipment necessary to provide for the following testing. | |||||
| 4A | Slump of hydraulic-cement concrete, ASTM C143. | 200 | EACH | 0.00 | |
| 4B | Compressive strength of cylindrical concrete specimens (ASTM C39-96), includes curing and testing one (1) set of three cylinders. | 200 | SET | 0.00 | |
| 4C | Air content of freshly mixed concrete by the pressure method (ASTM C231-10), includes sampling and testing three (3) samples. | 200 | SET | 0.00 | |
| 4D | Obtaining and testing drilled cores of concrete (ASTM C42-99), set of three (3) cores. | 10 | SET | 0.00 | |
| 4E | Obtaining and testing drilled cores of Shotcrete (ASTM C42-99), set of five (5) cores. | 25 | SET | 0.00 | |
| 4F | Comprresive strength of grout (ASTM C942-99). | 100 | EACH | 0.00 | |
| 4G | ASTM C231. Para./Section 6 - Determination of Aggregate Correction Factor (Air Content of Freshly Mixed Concrete by the Pressure Method). | 10 | EACH | 0.00 | |
| 0005 | Concrete aggregates quality evaluation (excluding freezing and thawing for determination of Alkali aggregate reactivity) (ASTM C33-99). | NA | NA | NA | 0.00 |
| Contractor Shall furnish all tools, labor, materials, and equipment necessary to provide for the following testing. | |||||
| 5A | Fine Aggregate, per ASTM C33-99. Excludes Testing per ASTM C289 - Standard Test Method for Potential Alkali-Silica Reactivity of Aggregates. | 10 | EACH | 0.00 | |
| 5B | Course Aggregate Testing per ASTM C33-99. | 10 | EACH | 0.00 | |
| 0006 | Non-Destructive Testing. | NA | NA | NA | 0.00 |
| Contractor Shall furnish all tools, labor, materials, and equipment necessary to provide for the following testing. | |||||
| 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). | 2550 | HOURS | 0.00 | |
| 6B | Ultrasonic Testing (ASTM E164-97) 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. | 1025 | HOURS | 0.00 | |
| 6C | Liquid penetrant testing (ASTM E165-92) 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. | 1025 | HOURS | 0.00 | |
| 6D | 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. | 1025 | HOURS | 0.00 | |
| 0007 | Miscellaneous Testing. | NA | NA | NA | 0.00 |
| Contractor Shall furnish all tools, labor, materials, and equipment necessary to provide for the following testing. | |||||
| 7A | 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. | 10 | DAY | 0.00 | |
| 7B | ASTM D2938 Test Method. Standard Test Method for unconfined compressive strength of intact rock core specimens. A report for each completed test shall be included in the ASTM. | 10 | EACH | 0.00 | |
| 7C | ASTM D2216. Standard test methods for laboratory determination of water (moisture) content of solid and rock by mass. | 10 | EACH | 0.00 | |
| 0008 | Quarry Stone Sampling & Testing. | NA | NA | NA | 0.00 |
| Contractor Shall furnish all tools, labor, materials, and equipment necessary to provide for the following testing. | |||||
| 8A | 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). | 25 | EACH | 0.00 | |
| 8B | Magnesium Sulfate Soundness -5 Cycles. Not more than 15.0 percent loss (by weight). Performed in accordance with ASTM C88 (Modified). | 10 | EACH | 0.00 | |
| 8C | Accelerated Expansion. Not more than 15.0 percent breakdown (by weight or piece count). Performed in accordance with COE | 10 | EACH | 0.00 | |
| 8D | CRD-C148 (Modified). | ||||
| 8E | Wetting & Drying - 80 cycles. Not more than 15.0 percent loss (by weight). Performed in accordance with guidance herein. | 10 | EACH | 0.00 | |
| 8F | Freezing & Thawing - 100 cycles. Not more than 15.0 percent loss (by weight). Performed in accordance with ASTM C666/C 666M (Modified). | 10 | EACH | 0.00 | |
| 8G | Petrographic Examination. Absence of weakness or materials that could result in significant stone alteration and reduction in durability. | 10 | EACH | 0.00 | |
| 8H | X-Ray Analysis (Spectrographic and Diffraction). Absence of deleterious clays or other minerals that could result in significant deterioration of rock quality. | 10 | EACH | 0.00 | |
| 8I | Abrasion – 500 revolutions. Not more than 20.0 percent loss (by weight). Performance in accordance with ASTM C131 (Modified). | 10 | EACH | 0.00 | |
| 0009 | Administrative Functions. | NA | NA | NA | 0.00 |
| 9A | Mileage reimbursement per JTR Vol II, JT. | 950 | MILES | 0.00 | |
| 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.) | |||||
| 9B | Lodging and M&IE per JTR Vol II, M&IE: Meals and Incidental Expenses. | 50 | DAY | 0.00 | |
| TOTAL | $ - 0 |
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