A07.6_-_W9123818Q0020-0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to revise the Performance Work Statement (PWS) dated 13 April 2018, attached. All revisions adding or clarifying language are italicized. Please see the corrected ASTM number on Line Item No. 57 in the Pricing Schedule.

The due date for quotes is hereby extended to 18 April 2018.

No other changes to the terms and conditions are made or implied.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 12

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 13-Apr-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W9123818Q0020

X 9B. DATED (SEE ITEM 11)

27-Mar-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

13-Apr-2018

CODE

US ARMY CORPS OF ENGINEERS, SACRAMENTO

CONTRACTING DIVISION

1325 J STREET

SACRAMENTO CA 95814-2922

W91238 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9123818Q0020

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 16-Apr-2018 01:00 PM to 18-Apr-2018 05:00 PM.

The following have been modified:

PERFORMANCE WORK STATEMENT

April 13, 2018 Performance Work Statement / Quality Assurance Laboratory Testing Services

Blanket Purchase Agreement: Laboratory Testing Services Natomas Basin

Sacramento, California.

1. General: Contractor shall provide all labor, materials and equipment necessary to provide required Quality Assurance laboratory testing services to the U. S. Army Corps of Engineers, Sacramento District, Valley Resident Office for the Natomas Levee projects, performing soil, concrete, grout, asphalt, and asphalt mixture, riprap, structural steel field testing and aggregate tests as listed below in the pricing sheet, with complete compliance and adherence to the applicable referenced test procedure.

1.1 Project Description: Laboratory testing is required to facilitate the Natomas Basin construction project to construct a series of levees in Natomas along the Sacramento River. This project is located in Sacramento County, California.

1.2 Period of Performance will extend 5 years from the date of award.

2. Contractor Notes:

2.1 Estimated Quantities: All Sub Line Items in the pricing schedule are estimated-quantity Line Items. The quantities are estimated amounts and are not guaranteed amounts. The contractor shall only be paid for work actually directed and performed. At no time shall the contractor exceed the estimated quantity on any estimated quantity Sub Line Item. The contractor shall establish a tracking system of actual quantities against the contract’s estimated quantities for each estimated quantity Sub Line Item and shall maintain the tracking system up to date throughout the life of the contract. When the actual quantity of any Line Item reaches 75% of the estimated quantity on any estimated quantity Line Item, the contractor shall notify the Government’s Contracting Officer and the Contract Administration POC in writing within two (2) calendar days. Once the Government is notified that the actual quantity has reached 75% of the estimated quantity on any Line Item and if the Government determines that the estimated quantity needs to be increased, the contractor shall receive an official modification to the contract action signed by the Contracting Officer increasing the quantity and the amount obligated on the contract BEFORE the contractor shall proceed to work over the existing estimated quantity. The modification shall set the new estimated quantity that the contractor shall not exceed without another modification. Every invoice shall be accompanied by a full accounting of each Line Item being billed, the actual quantity being billed and supporting documentation to support the actual quantities.

2.2 Quality assurance testing of the materials shall be performed throughout the construction period to assure the quality of the Contractor's quality control testing program.

2.3 The laboratory shall follow the procedures provided in each of the respective ASTM test methods listed in the pricing. An on-site trailer may be needed; suitable storage will be necessary to ensure that the applicable ASTM temporary sample storage requirements are met.

2.4 In most instances the Government will not provide samples directly to the lab; the laboratory will perform its own sampling on site.

2.5 The laboratory facilities shall be located within two (2) hours drive of the project site.

2.6 The testing laboratory performing quality control testing for the Contractor, for a specific project, may not concurrently perform quality assurance testing under this contract for the same project.

2.7 The laboratory shall meet the safety requirements stated in Corps of Engineers EM 385-1-1, which can be accessed by copying and pasting the following site into a web browser:

http://www.usace.army.mil/SafetyandOccupationalHealth/SafetyandHealthRequirementsManual.aspx

2.8 All access shall be coordinated through the US Army Corps of Engineers Valley Resident Office, before work can begin. Danielle Meaux (916-373-1617 x318) or Jennifer Wheelis (916-373-1617 x320), US Army Corps of Engineers, at the Valley Resident Office, or via email Danielle.A.Meaux@usace.army.mil, to coordinate access to the site. The Lab testing personnel are required to check in with the appropriate on-site Government Corps Representative every time they arrive on site. The Lab Representative shall also make contact with one of the above Corps representatives before leaving the site. At this time, the Lab Representative shall provide a report outlining the tests performed or samples taken as well as document Lab Representative's departure time from the site as well as any specifically directed standby time.

2.9 The prices shall include all test report review and report costs. The offeror’s or vendor’s pricing shall include with each test item all costs associated with performing the tests including all vehicle costs, incidental lab equipment such as slump cones, density meters, etc. and sampling required to perform a test (i.e. ASTM C172 for ASTM C31, ASTM D75, ASTM D140, ASTM D979, ASTM D5361, etc.). Incidental testing required by a test method such as ASTM C143 (Slump), ASTM C173/C231 (Air Content) and ASTM 1064 (Temperature) to perform ASTM C31 (Making and Curing Concrete Test Specimens in the Field) shall be included in the offeror’s or vendor’s pricing to perform the test. The offeror’s or vendor’s pricing shall include all direct costs as well as indirect costs such as overhead, profit, bond, and workers compensation insurance. It should be noted that stand-by time will be paid only when specifically directed by the Government to compensate unanticipated delays that are outside the control of the laboratory (offeror or vendor). Therefore it should also be noted that unit-cost of each test item shall not include any travel or stand-by time.

2.10 Test reports shall be completed according to the Construction Control Manual, which will be provided upon request by . If a necessary form is not included in the Construction Control Manual, refer to the applicable ASTM reporting requirements except when specified otherwise in the project specifications.

2.11 All testing shall be started without delay as soon as possible after sampling. Completed test reports shall be provided to the Valley Resident Office within 24 hours of completion of the tests.

2.12. If the laboratory is given a contract by the Contractor completing the levee work for a particular contract, the laboratory is not eligible to be given the award by the Government for that particular contract due to conflict of interest.

2.13. The laboratory (offeror or vendor) for this contract shall be validated by the Corps of Engineers, Materials Testing Center (MTC), for the required test methods called for in this contract (with the exception of the Structural Steel field testing) and shall be responsible to maintain validation for the life of this contract. Cost to obtain and maintain validation are the responsibility of the laboratory (offeror or vendor).

2.14. Sub-contracting of testing is not acceptable unless authorized in writing by the Government; sub-contracted tests must be performed by a laboratory that has an active validated status with MTC and performed consistent with the requirements of this contract. Proof that validation is active must be provided to the Government for the Government to consider approving the request to use a sub-contractor. Sub-contracting and related costs are the responsibility of the laboratory (offeror or vendor) under this contract.

3. INVOICING AND PAYMENT:

3.1 Invoices for payment shall be submitted upon completion of tasks as outlined in the pricing/payment schedule.

Invoices shall include all necessary information, including any necessary supporting documentation and shall be submitted to:

3.1.a Original invoice WITHOUT additional information or supporting documentation:

(May be mailed, emailed (via PDF File), or faxed to:)

Finance Center Attn: CEFC-FP 5722 Integrity Drive Millington, TN 38054-5005

CEFC-Payments@usace.army.mil Fax: (901) 874-8731.

3.1.b One copy each of Invoice WITH all required information including any necessary supporting documentation:

(Shall be mailed to the following individuals):

U.S. Army Corps of Engineers Attn: CESPK-CO-CQ (Joshua Wagner) 1325 J Street Sacramento, CA 95814-2922 Joshua.A.Wagner@usace.army.m il

U.S. Army Corps of Engineers Attn: Jennifer Wheelis, P.E.

Valley Resident Office 2021 Jefferson Blvd West Sacramento, California 95691 Jennifer.L.Wheelis@usace.army.mil

US Army Corps of Engineers Attn: CESPK-CT-B (Scott Bonner) 1325 J Street Sacramento CA 95814-2922 Scott.A.Bonner@usace.army.mil

NOTE: All documents provided within the invoice package must reflect the Contract number, Task Order, or BPA Call number. The final invoice must be marked “FINAL”.

3.2 Contract Payments: The Government shall pay the Contractor upon submission of proper invoices for the services delivered and accepted for the portion of the work actually performed under the contract. Payment shall be made as indicated in the contract’s Payment Schedule not on percentage of completion. Deliverables as defined in the Payment Schedule of the contract must be accepted by the Government before payment will be made.

Pricing Schedule

Line Item No.

Test Unit Qty Estimated Unit Price

Estimated Total Price

SOIL TESTING

ASTM C 117 - Test Method for Materials Finer than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing

Each 15 $

ASTM C 127 - Test Method for Density, Relative Density 0002 (Specific Gravity), and Absorption of Coarse Aggregate - Apparent or Bulk (Gravel)

Each 5 $

ASTM C 136 - Test Method for Sieve Analysis of Fine and Coarse Aggregates (3" to No. 200 sieve)

Each 15 $

ASTM D 558 - Test Method for Moisture-Density (Unit Weight) Relations of Soil-Cement Mixtures: Method A

Each 3 $

ASTM D 558 - Test Method for Moisture-Density (Unit Weight) Relations of Soil-Cement Mixtures: Method B

Each 3 $

ASTM D 559 - Test Method for Wetting and Drying Compacted Soil-Cement Mixtures: Method A

Each 2 $

ASTM D 559 - Test Method for Wetting and Drying Compacted Soil-Cement Mixtures: Method B

Each 2 $

ASTM D 698 - Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (Moisture- Density, 5 Point Curve): Method A and B - 4" Diameter Mold

Each 35 $

ASTM D 698 - Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (Moisture- Density, 5 Point Curve): Method C - 6" Diameter Mold

Each 10 $

ASTM D 1140 - Test Methods for Amount of Material in Soils Finer than No. 200 (75-μm) Sieve

Each 60 $

ASTM D 1556 - Test Methods for Density and Unit Weight of Soil in Place by Sand-Cone Method

Each 100 $

ASTM D 1557 - Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (Method A and B - 4" Diameter Mold)

Each 35 $

ASTM D 1557 - Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (Method C - 6" Diameter Mold)

Each 10 $

ASTM D 1632 - Practice for Making and Curing Soil- Cement Compression and Flexure Test Specimens in the Laboratory: Method A

Each 10 $

ASTM D 1632 - Practice for Making and Curing Soil- Cement Compression and Flexure Test Specimens in the Laboratory: Method B

Each 10 $

ASTM D 2216 - Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass (Jar or Bag)

Each 300 $

ASTM D2487 - Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)

Each 100 $

ASTM D 2488 - Practice for Description and Identification of Soils (Visual-Manual Procedure)

Each 200 $

"ASTM D 2850 - Test Method for Unconsolidated- Undrained Triaxial Compression Test on Cohesive Soils (Shear) EM 1110-2-1906 Appendix X - Triaxial Compression Test: Q Test (Undisturbed, Unconsolidated, Undrained): 3 Specimens (2.8" Diameter)

Each 5 $

"ASTM D 2850 - Test Method for Unconsolidated- Undrained Triaxial Compression Test on Cohesive Soils (Shear) EM 1110-2-1906 Appendix X - Triaxial Compression Test: Q Test (Compacted, Unconsolidated, Undrained): 3 Specimens (2.8" Diameter)

Each 5 $

ASTM D 2937 - Test Method for Density of Soil in Place by the Drive-Cylinder Method EM 1110-2-1906 - Appendix II - Unit weights, Void Ratio, Porosity, and Degree of Saturation, Undisturbed Sample (Direct Measurement)

Each 10 $

ASTM D 2937 - Test Method for Density of Soil in Place by the Drive-Cylinder Method EM 1110-2-1906 - Appendix II - Unit weights, Void Ratio, Porosity, and Degree of Saturation, Undisturbed Sample (Displacement Method)

Each 5 $

ASTM D 2974 - Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic SoiIs

Each 5 $

ASTM D 3080 - Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions EM 1110-2-1906 Appendix IX Drained Direct Shear Test, Controlled Strain - 3 Specimens: Undisturbed (2.8" or 24" Diameter)

Each 5 $

ASTM D 3080 - Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions EM 1110-2-1906 Appendix IX Drained Direct Shear Test, Controlled Strain - 3 Specimens: Compacted (2.8" or 24" Diameter)

Each 5 $

ASTM D 4253 - Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table

Each 5 $

ASTM D 4254 - Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density

Each 5 $

ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2- 1906 Appendix IIIA - One-Point Liquid and Plastic Limit Test Method (Washed through No. 40 sieve)

Each 15 $

ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2- 1906 Appendix IIIA - Liquid and Plastic Limit, Four-Point Method (Washed through No. 40 sieve)

Each 65 $

ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2- 1906 Appendix IIIA - Liquid and Plastic Limit, Three-Point Method (Washed through No. 40 sieve)

Each 60 $

ASTM D4643 - Standard Test Method for Determination of Water Content of Soil and Rock by Microwave Oven Heating

Each 150 $

ASTM D 4647 - Test" Methods for Identification and Classification of Dispersive Clay Soils by the Pinhole Test:

Pinhole Dispersion

Each 3 $

ASTM D 4647 - Test Methods for Identification and Classification of Dispersive Clay Soils by the Pinhole Test:

Pinhole Dispersion, Cut from 6" Molds

Each 3 $

ASTM D 4647 - Test Methods for Identification and Classification of Dispersive Clay Soils by the Pinhole Test:

SCS Dispersion

Each 3 $

ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils EM 1110-2- 1906 Appendix X - Triaxial Compression Test: R Bar (Undisturbed, Consolidated, Undrained - Saturation by Backpressure, Pore Pressures Measured during Shear): 1-point

Each 3 $

ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils EM 1110-2- 1906 Appendix X - Triaxial Compression Test: R Bar (Undisturbed, Consolidated, Undrained - Saturation by Backpressure, Pore Pressures Measured during Shear): 3-point

Each 3 $

ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils (R), 6" Diameter or Larger

Each 3 $

ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2- 1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 3" Diameter

Each 15 $

ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2- 1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 6" Diameter

Each 15 $

ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2- 1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 3" Diameter

Each 15 $

ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2- 1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 6" Diameter

Each 15 $

ASTM D 6913 - Test Methods for Particle Size Distribution (Gradation) of Soils Using Sieve Analysis

Each 30 $

ASTM D 6938 - Test Methods for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth)

Each 300 $

ASTM D 7928 - Test Method for Particle-Size Distribution (Gradation) of Fine-Grained Soils Using the Sedimentation (Hydrometer) Analysis

Each 30 $

ASTM G 51 - Test Method for Measuring pH of Soil for Use in Corrosion Testing

Each 5 $

AASHTO T 267 - Method of Test for Determination of Organic Content in Soils

Each 5 $

AASHTO T 289 - Method of Test for Dete1mining pH of Soil for Use in Corrosion Testing

Each 5 $

AASHTO T 290 - Method of Test for Determining Water- Soluble Sulfate Ion Content in Soil

Each 5 $

AASHTO T 291 - Method of Test for Determining Water- Soluble Chloride Ion Content in Soil

Each 5 $

CTM 417 - Method of Testing Soils and Waters for Sulfate Content

Each 5 $

CTM 422 - Method of Testing Soils and Waters for Chloride Content

Each 5 $

CTM 643 - Method for Dete1mining Field and Laboratory Resistivity and pH Measurements for Soil and Water

Each 5 $

EPA Method 160.1 -TOTAL DISSOLVED SOLIDS (TDS) Gravimetric, Dried at l 80EC

Each 3 $

EM 1110-2-1906 Appendix VIIIA - Consolidation Test:

Swell and Swell Pressure Tests

Each 5 $

ASTM D 6698 - Test Method for On-Line Measurement of Turbidity Below 5 NTU in Water

Each 3 $

ASTM D 6855 - Test Method for Determination of Turbidity Below 5 NTU in Static Mode

Each 3 $

CUTOFF WALL TESTING

ASTM C 940 - Standard Practice for Use of Apparatus for the Determination of Length Change of Hardened Cement Paste, Mortar, and Concrete

Each 125 $

ASTM D 2166 - Test Method for Unconfined Compressive Strength of Cohesive Soil

Each 100 $

59 API RP 13B-1 - Bentonite Slurry Density Each 150 $

ASTM D 5084 - Test Method for Measurement of Hydraulic Conductivity of Saturdated Porous Materials Using a Flexible Wall Parameter

Each 75 $

ASTM D 6910 - Test Method for Marsh Funnel Viscosity of Clay Construction Slurries

Each 150 $

62 API RP 13B-l - Water Loss by Filter Press Each 75 $

63 API RP 13B-l - pH Each 125 $

64 API RP 13B-l - Slurry Viscosity Each 100 $

AGGREGATE TESTING

ASTM C 40 - Test Method for Organic Impurities in Fine Aggregates for Concrete

Each 3 $

ASTM C 117 -Test Method for Material Finer than 75 µm (No. 200) Sieve in Mineral Aggregates by Washing: Fine Aggregates

Each 24 $

ASTM C 127 - Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate

Each 5 $

ASTM C 128 - Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate

Each 5 $

ASTM C 131 - Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

Each 10 $

ASTM C 136 - Test Method for Sieve Analysis of Fine and Coarse Aggregates: Fine Aggregates

Each 24 $

ASTM C 136 -Test Method for Sieve Analysis of Fine and Coarse Aggregates: Coarse aggregate 38.1 mm (1-1/2")

Each 24 $

ASTM C 1260 - Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)

Each 2 $

ASTM D 4791 - Test Method for Flat Paiticles, Elongated Paiticles, or Flat and Elongated Particles in Coarse Aggregate Each sieve size CRD-C 119 - Coarse Aggregate

Each 5 $

RIPRAP TESTING

ASTM C 88 - Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate (at least 5 cycles and 5 different sizes)

Each 3 $

ASTM C 127 - Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate

Each 3 $

ASTM C 295 - Guide for Petrographic Examination of Large-Size Coarse Aggregates *Sequence Testing additional cost

Each 1 $

ASTM C 535 - Test Method for Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

Each 2 $

ASTM D 5519 - Standard Test Method for Particle Size Analysis of Natural and Man-Made Riprap Materials

Each 3 $

CRD-C 169 - Standard Test Method for Resistance of Rocks to Wetting and Drying

Each 3 $

Gradation Test of Stone Protection per UFOS Sec 35 31 19 (per 10,000 lbs sample at source)

Each 1 $

CONCRETE TESTING

ASTM C 31 - Practice for Making and Curing Test Specimens (Set of Three 6"x12" Cylinders) in the Field.

(Also Includes Slump, Air and Temperature Tests.)

Each 30 $

ASTM C 39 - Test Method for Compressive Strength of Cylindrical Concrete Specimens: (Per 6"x12" Specimen)

Each 30 $

ASTM C 42 - Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete ( 4" Diameter Core Specimens)

Each 15 $

ASTM C 42 - Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete: Compressive Strength (6" Diameter Core Specimens)

Each 15 $

ASTM C 138 - Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete

Each 10 $

ASTM C 143 -Test Method for Slump of Hydraulic-Cement Concrete

Each 30 $

ASTM C 231 - Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method

Each 10 $

ASTM C 1567 - Test Method for Determining the Potential Alkali- Silica Reactivity of Combinations ofCementitious Materials and Aggregates (Accelerated Mmtar-Bar Method)

Each 1 $

ASTM D 4832 - Test Method for Preparation and testing of Controlled Low Strength Material (CLSM) Test Cylinders

Each 60 $

ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Standard Porous Materials Using a Flexible Wall Parameter

Each 45 $

TESTS FOR ASPHALT AND ASPHALT MIXTURE TESTING

91 ASTM C117 - Materials finer than #200 Sieve by Washing Each 10 $

ASTM C136 Sieve or Screen Analysis of Fine and Coarse Aggregate

Each 10 $

ASTM C131 - Resistance to Abrasion of Small-Size Coarse Aggregate using the L.A. Abrasion Machine

Each 5 $

ASTM D2041 - Theoretical Maximum Specific Gravity of Bituminous Paving Mixtures (per hot mix bulk sample)

Each 10 $

ASTM D5581 - 07a(2013) Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 inch-Diameter Specimen) (per set of 3 specimens)

Each 10 $

ASTM D2726 - Bulk Specific Gravity and Density of compacted Bituminous Mixtures (2 specimens at mat, 1 specimen at joint)

Each 10 $

ASTM D2172 - Quantitative Extraction of Bitumen from Bituminous Paving Mixtures (per hot mix bulk sample)

Each 10 $

98 ASTM C42 - Obtaining and Testing Drilled Cores Each 15 $

STRUCTURAL STEEL FIELD TESTING

99 Ultrasonic Testing (UT) Each 10 $

100 Radiographic Testing (RT) Each 10 $

101 Magnetic Particle Testing (MT) Each 10 $

102 Liquid Penetrant Testing (PT) Each 10 $

103 Visual Inspection Each 20 $

MISCELLANEOUS - OTHER

Specifically directed stand-by time or specifically directed field testing and other field activities such as attending field meetings, (Unit-cost of each test item shall not include any travel or stand-by time.)

Hour 300 $

Travel time to/from the Lab to the project site including the mileage charge for routine pick-up truck costs (Unit-cost of each test item shall not include any travel or stand-by time.)

Hour 300 $

Mobilization, demobilization and operation of a small lab trailer to and from the job site. Trailer is for initial cure of test specimens and equipment/supply storage.

Each 8 $

Total (Estimated) $ -

Notes:

1. The offeror’s or vendor’s pricing shall include with each test item all costs associated with performing the tests including all vehicle costs, incidental lab equipment such as slump cones, density meters, etc. and sampling required to perform a test (i.e. ASTM C172 for ASTM C31, ASTM D75, ASTM D140, ASTM D979, ASTM D5361, etc.). Incidental testing required by a test method such as ASTM C143 (Slump), ASTM C173/C231 (Air Content) and ASTM 1064 (Temperature) to perform ASTM C31 (Making and Curing Concrete Test Specimens in the Field) shall be included in the offeror’s or vendor’s pricing to perform the test. Pricing shall include all direct costs as well as indirect costs such as overhead, profit, bond, and workers compensation insurance.

2. It should be noted that stand-by time will be paid only when specifically directed by the Government to compensate unanticipated delays that are outside the control of the laboratory (offeror or vendor).

3. The Government will 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 or offeror to be ineligible for award.

4. The Lab Representatives are required to check in with the on-site Government QA Representative every time they arrive on site. The Lab Representative shall provide a report before leaving the site outlining the tests performed or samples taken and to document with the QA Representative the Lab Representative’s departure time from the site.

5. Any quantity of standby time (Line Item 0191) shall be agreed to and documented within the report provided on-site by the Lab Representative prior to leaving the site and shall containing the QA Representative’s signature.

(End of Summary of Changes)